alabama department of transportation date : 04/07/10 page : 001

Transcription

ALABAMA DEPARTMENT OF TRANSPORTATION
DATE : 04/07/10
PAGE : 001 -1
VENDOR RANKING
CALL ORDER
: 001
LETTING DATE : 02/26/10
10:00 AM
CONTRACT ID : 20100226001
DIVISION
: 01
CONTRACT TIME : 425
Working Days
CONTRACT DESCRIPTION :
for constructing the Additional Lanes (Grade, Drainage,
Pavement, Lighting, Signals and Bridge) on SR-67 from SR-24
to SR-20 in West Decatur. Length 1.438 mi.
COUNTIES : MORGAN
(available days)
PROJECT(S) : APD-0067(500)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
30028
REED CONTRACTING SERVICES, INC., & MILLER & MILLER,INC.
$
9,369,830.49 100.0000%
2
01007
ALABAMA BRIDGE BUILDERS, INC.
$
9,872,312.59 105.3628%
3
18036
RILEY BRIDGE & ENGINEERING CO., INC.
$
10,324,646.41 110.1903%
4
13036
THE MORRIS GROUP, INC.
$
10,498,425.10 112.0450%
5
18031
ROGERS GROUP, INC.
$
10,568,047.00 112.7880%
6
01096
APAC MID-SOUTH, INC.
$
11,232,979.19 119.8846%
7
18024
RACON, INC.
$
11,401,467.38 121.6827%
8
04008
R. R. DAWSON BRIDGE COMPANY, LLC
$
11,663,480.66 124.4791%
9
23024
WIREGRASS CONSTRUCTION COMPANY, INC.
$
11,702,255.60 124.8929%
DATE : 04/07/10
PAGE : 001 -2
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2 ) 01007
|(
3 ) 18036
|REED CONTR SER INC/ MILLER |ALABAMA BRIDGE BUILDERS, IN |RILEY BRIDGE & ENGINEERING CO.,
LINE NO / ITEM CODE / ALT
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206A000
LUMP|
45000.00000
45000.00|
60000.00000
60000.00|
65000.00000
65000.00
Removal Of Old Bridge, Station 347+94. |
|
|
72 (NBL)
|
|
|
0020 206A001
LUMP|
37 (SBL)
|
55000.00000
55000.00|
|
50000.00000
|
50000.00|
|
65000.00000
65000.00
|
0030 206C002
1463.000
Removing Concrete Slope Paving
SQYD|
|
5.52000
8075.76|
|
8.50000
12435.50|
|
3.12000
4564.56
0040 206C003
Removing Concrete Flumes
662.000
SQYD|
|
6.10000
4038.20|
|
8.50000
5627.00|
|
3.12000
2065.44
0050 206D000
Removing Pipe
279.000
LF
|
|
16.94000
4726.26|
|
10.00000
2790.00|
|
6.24000
1740.96
0060 206D001
Removing Guardrail
3048.000
LF
|
|
1.10000
3352.80|
|
1.10000
3352.80|
|
1.30000
3962.40
0070 206E000
Removing Headwalls
1.000
EACH|
|
179.03000
179.03|
|
325.00000
325.00|
|
52.00000
52.00
18.000
EACH|
|
179.02000
3222.36|
|
315.00000
5670.00|
|
260.00000
4680.00
4.000
EACH|
|
179.02000
716.08|
|
315.00000
1260.00|
|
260.00000
1040.00
0100 206E008
18.000 EACH|
Removing Guardrail End Anchor (All Type |
110.00000
1980.00|
|
110.00000
1980.00|
|
78.00000
1404.00
7.44000
180263.76|
|
4.99000
120902.71|
|
6.24000
151188.96
0080 206E001
Removing Inlets
0090 206E002
Removing Junction Boxes
0110 210A000
Unclassified Excavation
24229.000
CUYD|
|
DATE : 04/07/10
PAGE : 001 -3
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 210D000
1561.000 CUYD|
7.93000
12378.73|
0.15000
234.15|
10.40000
16234.40
Borrow Excavation
|
|
|
0130 210F001
806.000
Borrow Excavation (Underwater
Embankment)
0140 214A000
Structure Excavation
TON |
|
17.63000
|
14209.78|
|
17.08000
|
13766.48|
|
12.48000
10058.88
|
731.000
CUYD|
|
0.01000
7.31|
|
8.25000
6030.75|
|
6.24000
4561.44
0150 214B001
286.000
Foundation Backfill, Commercial
CUYD|
|
12.57000
3595.02|
|
36.00000
10296.00|
|
24.00000
6864.00
0160 215A000
1425.000
Unclassified Bridge Excavation
CUYD|
|
10.00000
14250.00|
|
20.00000
28500.00|
|
11.00000
15675.00
0170 215B000
LUMP|
Cofferdams Or Sheeting And Shoring, Sta |
347+13.00
|
9000.00000
9000.00|
|
0.00000
0.00|
|
160000.00000
160000.00
0180 230A000
Roadbed Processing
131.000
|
|
RBST|
|
226.27000
29641.37|
|
295.00000
38645.00|
|
286.00000
37466.00
0190 301A004
360.000 SQYD|
Crushed Aggregate Base Course, Type B, |
Plant Mixed, 4" Compacted Thickness
|
11.43000
4114.80|
|
5.25000
1890.00|
|
5.20000
1872.00
0200 301A012
31590.000 SQYD|
|
5.63000
5.20000
164268.00
0210 305B077
687.000 TON |
Crushed Aggregate, Section 825, For
|
Miscellaneous Use
|
18.80000
20.80000
14289.60
|
177851.70|
|
|
6.67000
|
12915.60|
|
|
210705.30|
|
|
19.75000
13568.25|
|
|
DATE : 04/07/10
PAGE : 001 -4
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 401A000
25714.000 SQYD|
1.02000
26228.28|
0.95000
24428.30|
1.00000
25714.00
Bituminous Treatment A
|
|
|
0230 405A000
Tack Coat
4902.000
GAL |
|
2.79000
13676.58|
|
4.50000
22059.00|
|
4.75000
23284.50
0240 407B000
19.000
Joint Sealant For Hot Mix Asphalt
Pavement
MILE|
|
433.78000
8241.82|
|
250.00000
4750.00|
|
262.50000
4987.50
1.21000
40917.36
|
0250 408A051
33816.000 SQYD|
Planing Existing Pavement
|
(Approximately 0.00" Thru 1.0" Thick)
|
|
0.91000
30772.56|
|
|
1.15000
|
38888.40|
|
|
0260 410C000
1.000
Contractor Retained Profilograph
EACH|
|
2389.53000
2389.53|
|
2500.00000
2500.00|
|
2625.00000
2625.00
0270 410H000
Material Remixing Device
EACH|
|
24384.28000
24384.28|
|
10000.00000
10000.00|
|
10500.00000
10500.00
0280 423A003
4193.000 TON |
Stone Matrix Asphalt Wearing Layer,
|
1/2" Maximum Aggregate Size
|
86.37000
362149.41|
|
74.50000
312378.50|
|
78.22000
327976.46
0290 423B001
2127.000 TON |
Stone Matrix Asphalt Binder Layer, 1.0" |
Maximum Aggregate Size
|
78.44000
69.50000
147826.50
0300 423B002
5841.000 TON |
Stone Matrix Asphalt Binder Layer, 3/4" |
|
81.12000
68.50000
400108.50
0310 424A360
1830.000 TON |
Superpave Bituminous Concrete Wearing
|
Surface Layer, 1/2" Maximum Aggregate
Size Mix, ESAL Range C/D
|
63.18000
63.00000
115290.00
1.000
|
|
166841.88|
|
|
66.00000
|
473821.92|
|
|
65.00000
|
115619.40|
|
140382.00|
|
379665.00|
|
|
60.00000
109800.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 001 -5
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0320 424B287
2310.000 TON |
69.93000
161538.30|
55.00000
127050.00|
57.75000
133402.50
Superpave Bituminous Concrete Upper
|
|
|
Binder Layer, Leveling, 1/2" Maximum
Aggregate Size Mix, ESAL Range E
|
|
|
|
0330 424B581
4563.000 TON |
Superpave Bituminous Concrete Lower
|
Binder Layer, 1" Maximum Aggregate Size
Mix, ESAL Range E
|
|
51.78000
|
0340 424B650
2406.000 TON |
|
Binder Layer, 3/4" Maximum Aggregate
|
59.16000
|
0350 424B651
1633.000 TON |
|
Mix, ESAL Range C/D
|
56.12000
|
0360 424B655
116.000 TON |
|
Binder Layer, Patching, 1" Maximum
Aggregate Size Mix, ESAL Range C/D
|
106.00000
|
0370 424B657
59.000 TON |
|
|
|
68.77000
236272.14|
|
|
44.00000
200772.00|
|
|
|
|
|
142338.96|
|
50.00000
120300.00|
|
|
|
|
|
91643.96|
|
46.00000
75118.00|
|
|
|
|
|
12296.00|
|
150.00000
17400.00|
|
|
|
|
|
4057.43|
|
85.00000
5015.00|
|
|
|
|
|
46.50000
212179.50
52.50000
126315.00
58.80000
96020.40
157.50000
18270.00
89.25000
5265.75
DATE : 04/07/10
PAGE : 001 -6
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0380 424B681
1696.000 TON |
52.30000
88700.80|
49.00000
83104.00|
52.00000
88192.00
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0390 424C280
2707.000 TON |
Superpave Bituminous Concrete Base
|
Layer, 1" Maximum Aggregate Size Mix,
ESAL Range E
|
49.74000
|
0400 428C000
11583.000 LF
Scoring Bituminous Pavement Surface By
Cutting
|
|
0.66000
|
0410 430B014
97.000
Aggregate Surfacing (ALDOT #410
Modified)
TON |
|
299310.000
0440 502B000
Steel Reinforcement For Bridge
Superstructure, Sta. 347+13, NBL,
Approx. 123,010 Lbs
LB
134646.18|
|
|
45.85000
11.90000
|
|
|
7644.78|
|
0.05000
1154.30|
|
45360.00|
|
579.15|
|
48.15000
130342.05
0.15000
1737.45
20.80000
2017.60
70.00000
52920.00
|
40.00000
|
60.00000
124115.95|
|
|
|
|
0420 450B000
756.000 SQYD|
Reinforced Cement Concrete Bridge End
|
Slab
|
0430 502A000
Steel Reinforcement
|
3880.00|
|
|
75.00000
|
56700.00|
|
|
|
|
0.80000
239448.00|
|
0.60000
179586.00|
|
0.68000
203530.80
LUMP|
|
75000.00000
75000.00|
|
75000.00000
75000.00|
|
83646.00000
83646.00
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 001 -7
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0450 502B001
LUMP|
75000.00000
75000.00|
75000.00000
75000.00|
83646.00000
83646.00
|
|
|
Superstructure, Sta. 347+13, SBL,
|
|
|
0460 505G003
Pile Points (Type A, 12")
210.000
EACH|
|
110.00000
23100.00|
|
150.00000
31500.00|
|
125.00000
26250.00
0470 505I000
8060.000
Temporary Steel Sheet Piling
SQFT|
|
6.00000
48360.00|
|
23.00000
185380.00|
|
25.00000
201500.00
36.00000
237600.00|
|
45.00000
297000.00|
|
30.00000
198000.00
3.50000
64032.50
1300000.00| 1312000.00000
|
1312000.00
0480 505M002
6600.000 LF
Steel Piling Furnished And Driven (HP
12x53)
0490 508A000
Structural Steel
|
|
|
18295.000
0500 508B000
1.000
Structural Steel Superstructure,
90'-115'-90' Continuous Span, NBL,
(Specialty Item)
0510 508B001
1.000
90'-115'-90' Continuous Span, SBL,
(Specialty Item)
LB
|
|
|
2.75000
EACH|
|
891000.00000
50311.25|
|
|
4.50000
891000.00| 1300000.00000
|
82327.50|
|
|
|
|
|
|
|
EACH|
|
891000.00000
891000.00| 1300000.00000
|
1300000.00| 1312000.00000
|
|
|
|
|
|
|
1312000.00
0520 510A000
1349.000 CUYD|
Bridge Substructure Concrete, Class A
|
325.00000
438425.00|
|
450.00000
607050.00|
|
425.00000
573325.00
0530 510C051
LUMP|
Bridge Concrete Superstructure, Sta.
|
347+13, NBL,
|
220000.00000
220000.00|
|
300000.00000
300000.00|
|
235000.00000
235000.00
|
|
DATE : 04/07/10
PAGE : 001 -8
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 510C052
LUMP| 220000.00000
220000.00| 300000.00000
300000.00| 235000.00000
235000.00
|
|
|
347+13, SBL,
|
|
|
0550 510E000
3620.000 SQYD|
Grooving Concrete Bridge Decks (NBL &
|
SBL)
|
0560 511A004
Elastomeric Bearing Type 4
80.000
EACH|
|
2.35000
8507.00|
|
4.00000
|
14480.00|
|
2.25000
8145.00
|
690.00000
55200.00|
|
1000.00000
80000.00|
|
670.00000
53600.00
0570 530A001
24.000
18" Roadway Pipe (Class 3 R.C.)
LF
|
|
67.82000
1627.68|
|
26.71000
641.04|
|
36.40000
873.60
0580 530A100
12.000
(Extension)
LF
|
|
115.95000
1391.40|
|
70.07000
840.84|
|
36.40000
436.80
36.40000
145.60
78.00000
936.00
88.40000
707.20
36.40000
16744.00
0590 530A101
4.000
(Extension)
0600 530A103
12.000
(Extension)
0610 530A104
8.000
(Extension)
|
LF
|
|
|
167.57000
|
LF
|
|
0620 530B001
460.000 LF
22" Span, 14" Rise Roadway Pipe (Class
3 R.C.)
|
|
81.63000
|
979.56|
|
115.87000
926.96|
|
106.07000
33391.40|
|
|
1272.84|
|
|
114.16000
|
72.59000
328.84|
|
|
|
|
|
|
82.21000
|
|
LF
670.28|
|
|
913.28|
|
|
34.16000
15713.60|
|
|
DATE : 04/07/10
PAGE : 001 -9
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0630 530B011
46.000 LF |
75.56000
3475.76|
77.16000
3549.36|
46.80000
2152.80
18" Span, 11" Rise Roadway Pipe (Class |
|
|
3 R.C.) (Extension)
|
|
|
0640 530B012
4.000 LF
3 R.C.) (Extension)
0650 532A030
12" Slotted Drain Pipe
|
|
100.87000
|
200.000
403.48|
|
77.16000
|
308.64|
|
46.80000
187.20
|
LF
|
|
105.15000
21030.00|
|
150.00000
30000.00|
|
140.40000
28080.00
0660 533A097
16.000 LF
15" Storm Sewer Pipe (Class 3 R.C.)
|
|
53.60000
857.60|
|
24.57000
393.12|
|
31.20000
499.20
0670 533A098
354.000 LF
|
|
34.67000
12273.18|
|
28.71000
10163.34|
|
36.40000
12885.60
0680 533A099
248.000 LF
|
|
42.75000
10602.00|
|
37.15000
9213.20|
|
46.80000
11606.40
0690 533B097
224.000 LF
18" Span, 11" Rise Storm Sewer Pipe
(Class 3 R.C.)
|
|
36.88000
8261.12|
|
34.16000
7651.84|
|
36.40000
8153.60
5.20000
15574.00
20.80000
4700.80
105.00000
319095.00
|
0700 534E001
2995.000 LF
Cleaning Existing Pipe (Less Than Or
Equal To 48" Horizontal Opening)
3.85000
|
0710 534F001
226.000 LF
Cleaning Existing Pipe (Greater Than
48" Horizontal Opening)
0720 539A000
4 Inch Trench Drain
|
|
|
|
|
LF
|
|
23.85000
|
5.11000
|
3039.000
11530.75|
|
|
1154.86|
|
|
32.75000
|
86.32000
262326.48|
|
71430.75|
|
7401.50|
|
|
130.00000
395070.00|
|
DATE : 04/07/10
PAGE : 001 -10
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0730 600A000
LUMP| 987689.50000
987689.50| 255500.26000
255500.26| 540000.00000
540000.00
Mobilization
|
|
|
0740 601A000
1.000 EACH|
Furnishing Base, Soil And Structure
|
Laboratories
|
0750 614A000
Slope Paving
12393.69000
12393.69|
|
10000.00000
|
10000.00|
|
25000.00000
25000.00
|
1095.000
CUYD|
|
236.03000
258452.85|
|
240.00000
262800.00|
|
288.00000
315360.00
0760 614A001
297.000
Slope Paving (Under Bridges)
CUYD|
|
310.00000
92070.00|
|
300.00000
89100.00|
|
312.00000
92664.00
0770 619B016
6.000 EACH|
22" Span, 14" Rise Roadway Pipe End
|
Treatment, Class 1
|
736.84000
4421.04|
|
750.00000
4500.00|
|
572.00000
3432.00
0780 620A000
Minor Structure Concrete
10.000
CUYD|
|
952.63000
9526.30|
|
650.00000
6500.00|
|
780.00000
7800.00
0790 621A004
Junction Boxes, Type 4
11.000
EACH|
|
3368.42000
37052.62|
|
1750.00000
19250.00|
|
3360.00000
36960.00
0800 621A005
2.000
EACH|
|
1921.05000
3842.10|
|
1750.00000
3500.00|
|
3150.00000
6300.00
0810 621C020
Inlets, Type Y
20.000
EACH|
|
2484.21000
49684.20|
|
1450.00000
29000.00|
|
3360.00000
67200.00
0820 621C100
Inlets, Type PR
4.000
EACH|
|
3952.63000
15810.52|
|
2800.00000
11200.00|
|
6760.00000
27040.00
23.000
EACH|
|
421.05000
9684.15|
|
525.00000
12075.00|
|
787.50000
18112.50
11.05000
10453.30|
|
16.00000
15136.00|
|
14.50000
13717.00
0830 621D019
Inlet Units, Type Y
0840 623C000
946.000
Combination Curb & Gutter, Type C
LF
|
|
|
|
DATE : 04/07/10
PAGE : 001 -11
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0850 629A012
24.000 LF |
123.68000
2968.32|
230.00000
5520.00|
156.00000
3744.00
Concrete Median Or Safety Barrier, Type |
|
|
TES
|
|
|
0860 629A021
16.000 LF |
1
|
95.79000
1532.64|
|
230.00000
0870 630A001
1838.000 LF
Steel Beam Guardrail, Class A, Type 2
|
|
16.75000
30786.50|
|
16.75000
0880 630A034
2563.000 LF
(8'-0" Post)
|
|
17.10000
43827.30|
|
17.10000
|
|
3680.00|
|
156.00000
2496.00
30786.50|
|
17.60000
32348.80
43827.30|
|
18.00000
46134.00
|
|
|
0890 630C001
14.000
Guardrail End Anchor, Type 8
EACH|
|
650.00000
9100.00|
|
650.00000
9100.00|
|
682.50000
9555.00
0900 630C003
2.000
EACH|
|
1650.00000
3300.00|
|
1650.00000
3300.00|
|
1732.00000
3464.00
0910 630C050
2.000 EACH|
Guardrail End Anchor, Type 20 Series
|
2100.00000
4200.00|
|
2100.00000
4200.00|
|
2205.00000
4410.00
0920 630C070
16.000 EACH|
|
1700.00000
27200.00|
|
1700.00000
27200.00|
|
1785.00000
28560.00
0930 650A000
Topsoil
2400.000
CUYD|
|
15.13000
36312.00|
|
11.00000
26400.00|
|
8.32000
19968.00
0940 652A100
Seeding
5.000
ACRE|
|
600.00000
3000.00|
|
600.00000
3000.00|
|
638.00000
3190.00
0950 652C000
Mowing
5.000
ACRE|
|
100.00000
500.00|
|
100.00000
500.00|
|
107.00000
535.00
DATE : 04/07/10
PAGE : 001 -12
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0960 654A001
20244.000 SQYD|
3.50000
70854.00|
3.50000
70854.00|
3.75000
75915.00
Solid Sodding (Bermuda)
|
|
|
0970 656A010
Mulching
5.000
ACRE|
|
600.00000
3000.00|
|
600.00000
3000.00|
|
640.00000
3200.00
0980 659A025
19517.000 SQYD|
Rolled Erosion Control Product, Type
|
(1A)
|
1.45000
28299.65|
|
1.45000
28299.65|
|
1.60000
31227.20
|
|
0990 665C010
Temporary Pipe
820.000
LF
|
|
27.67000
22689.40|
|
13.00000
10660.00|
|
20.80000
17056.00
1000 665J002
Silt Fence
385.000
LF
|
|
4.65000
1790.25|
|
3.75000
1443.75|
|
4.68000
1801.80
1010 665O001
Silt Fence Removal
385.000
LF
|
|
1.36000
523.60|
|
1.25000
481.25|
|
1.45000
558.25
1020 665P005
35.000
Inlet Protection, Stage 3 Or 4
EACH|
|
410.68000
14373.80|
|
375.00000
13125.00|
|
365.00000
12775.00
1030 665Q002
Wattle
LF
|
|
5.28000
316.80|
|
7.00000
420.00|
|
10.40000
624.00
ACRE|
|
25.00000
125.00|
|
25.00000
125.00|
|
27.00000
135.00
LUMP|
|
72424.64000
72424.64|
|
48500.00000
48500.00|
|
35000.00000
35000.00
1060 698A000
LUMP|
Construction Fuel (Maximum Bid Limited |
to $ 501,800.00)
|
0.01000
0.01|
|
15000.00000
15000.00|
|
16000.00000
16000.00
1070 701A227
5.000 MILE|
Solid White, Class 2, Type A Traffic
|
Stripe (5" Wide)
|
3300.00000
3000.00000
15000.00
1040 666A001
Pest Control Treatment
1050 680A000
Engineering Controls
60.000
5.000
|
16500.00|
|
|
|
2670.00000
13350.00|
|
|
DATE : 04/07/10
PAGE : 001 -13
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1080 701A230
3.000 MILE|
3300.00000
9900.00|
2670.00000
8010.00|
3000.00000
9000.00
Solid Yellow, Class 2, Type A Traffic
|
|
|
Stripe (5" Wide)
|
|
|
1090 701A239
6.000 MILE|
Broken White, Class 2, Type A Traffic
|
Stripe (5" Wide)
|
1100 701B207
6650.000 LF
Dotted, Class 2, Type A Traffic Stripe
(5" Wide)
|
|
1950.00000
11700.00|
|
1575.00000
|
2.00000
|
13300.00|
|
9450.00|
|
1750.00000
10500.00
1.65000
10972.50
|
1.60000
|
10640.00|
|
|
1110 701C000
5.000
Broken Temporary Traffic Stripe
MILE|
|
925.00000
4625.00|
|
750.00000
3750.00|
|
858.00000
4290.00
1120 701C001
12.000
Solid Temporary Traffic Stripe
MILE|
|
975.00000
11700.00|
|
785.00000
9420.00|
|
880.00000
10560.00
1122 701E003
1180.000 LF
Solid Temporary Traffic Stripe (Tape)
|
|
1.50000
1770.00|
|
1.25000
1475.00|
|
2.75000
3245.00
1130 701G142
1180.000 LF
Broken White, Class W, Type A Traffic
Stripe (5" Wide)
|
|
3.00000
3540.00|
|
2.40000
2832.00|
|
3.30000
3894.00
4.40000
2596.00
4.40000
2596.00
1140 701G146
590.000 LF
Solid White, Class W, Type A Traffic
Stripe (5"Wide)
1150 701G154
590.000 LF
Solid Yellow, Class W, Type A Traffic
Stripe (5" Wide)
|
|
|
|
5.00000
|
|
|
|
2950.00|
|
|
4.00000
|
5.00000
2950.00|
|
|
2360.00|
|
|
4.00000
2360.00|
|
|
DATE : 04/07/10
PAGE : 001 -14
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1152 701H002
1180.000 LF |
1.00000
1180.00|
0.80000
944.00|
1.10000
1298.00
Solid Traffic Stripe Removed (Tape)
|
|
|
1160 703A002
1159.000 SQFT|
Traffic Control Markings, Class 2, Type |
A
|
5.00000
4.40000
5099.60
1170 703B002
1392.000 SQFT|
Traffic Control Legends, Class 2, Type |
5.00000
6960.00|
|
4.00000
5568.00|
|
4.40000
6124.80
1180 703D001
1500.000
Temporary Traffic Control Markings
SQFT|
|
2.50000
3750.00|
|
2.00000
3000.00|
|
1.10000
1650.00
1190 705A011
225.000 EACH|
Pavement Markers, Class C, Type 1-A
|
6.00000
1350.00|
|
4.85000
1091.25|
|
5.50000
1237.50
1200 705A012
300.000 EACH|
Pavement Markers, Class C, Type 1-B
|
6.00000
1800.00|
|
4.85000
1455.00|
|
5.50000
1650.00
1210 705A030
32.000 EACH|
Pavement Markers, Class A-H, Type 2-C
|
6.00000
192.00|
|
4.85000
155.20|
|
5.50000
176.00
1220 705A031
400.000 EACH|
Pavement Markers, Class A-H, Type 1-A
|
6.00000
2400.00|
|
4.85000
1940.00|
|
5.50000
2200.00
1230 717B000
LUMP|
Overhead Roadway Sign Structure No.
|
OHC-1 Relocation
|
23021.00000
23021.00|
|
30000.00000
30000.00|
|
42000.00000
42000.00
1240 720A026
2.000 EACH|
Vehicular Impact Attenuator Assembly
|
(Bi-directional,TL-3)
|
15000.00000
20000.00000
40000.00
39.00000
117000.00
1250 726A000
3000.000 LF
Portable Concrete Safety Barriers,Type
|
|
5795.00|
|
4.00000
|
|
|
30000.00|
|
|
15000.00000
|
15.14000
45420.00|
|
4636.00|
|
30000.00|
|
|
25.00000
75000.00|
|
DATE : 04/07/10
PAGE : 001 -15
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1260 726A005
590.000 LF |
18.00000
10620.00|
50.00000
29500.00|
126.50000
74635.00
Portable Concrete Safety Barriers,Type |
|
|
6(Bridge Bolted)
|
|
|
1270 726D021
1.000 EACH|
Portable Impact Attenuator Assembly
|
|
10800.45000
1280 730A000
LUMP|
Removal Of Existing Traffic Control
|
Unit ( SR-67 AT SR-20)
|
1360.00000
1290 730C000
Furnishing And Installing Traffic
Control Unit ( SR-67 AT SR-20)
5000.00000
LUMP|
|
10800.45|
|
6500.00000
|
1360.00|
|
|
9000.00000
9000.00
1428.00000
1428.00
5250.00000
5250.00
|
1360.00000
|
5000.00|
|
6500.00|
|
1360.00|
|
|
5000.00000
|
5000.00|
|
|
1300 730E000
3.000 EACH|
Metal Traffic Signal Pole Foundation
|
1500.00000
4500.00|
|
1500.00000
4500.00|
|
1575.00000
4725.00
1310 730G001
3.000
Metal Traffic Signal Strain Pole
EACH|
|
5177.00000
15531.00|
|
5177.00000
15531.00|
|
5435.00000
16305.00
1320 730J010
Vehicle Loop Detector
13.000
EACH|
|
150.00000
1950.00|
|
150.00000
1950.00|
|
157.50000
2047.50
2.000
EACH|
|
500.00000
1000.00|
|
500.00000
1000.00|
|
525.00000
1050.00
1330 730K000
Traffic Signal Junction Box
1340 730L003
1", Non-Metallic, Conduit
140.000
LF
|
|
3.80000
532.00|
|
3.80000
532.00|
|
4.00000
560.00
1350 730L005
30.000
LF
|
|
6.50000
195.00|
|
6.50000
195.00|
|
6.85000
205.50
1360 730N000
3.000 EACH|
Luminaire Extension Assembly, 12 Feet
|
950.00000
2850.00|
|
950.00000
2850.00|
|
997.50000
2992.50
DATE : 04/07/10
PAGE : 001 -16
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1370 730P022
11.000 EACH|
720.00000
7920.00|
720.00000
7920.00|
756.00000
8316.00
Vehicular Signal Head, 12 Inch, 3
|
|
|
Section, Type LED
|
|
|
1380 730P023
2.000
Section, Type LED
EACH|
|
|
1390 730R022
1.000 EACH|
Controller Assembly, Type III, 8 Phase |
1400 730T000
Wood Pole
975.00000
1.000
1410 730U015
Video Detection System
1950.00|
|
975.00000
|
1950.00|
|
1023.75000
2047.50
|
9400.00000
9400.00|
|
9400.00000
9400.00|
|
9870.00000
9870.00
EACH|
|
400.00000
400.00|
|
400.00000
400.00|
|
420.00000
420.00
LUMP|
|
26200.00000
26200.00|
|
26200.00000
26200.00|
|
27510.00000
27510.00
1420 740B000
Construction Signs
2219.000
SQFT|
|
7.37000
16354.03|
|
9.25000
20525.75|
|
9.00000
19971.00
1430 740D000
Channelizing Drums
150.000
EACH|
|
48.42000
7263.00|
|
61.50000
9225.00|
|
50.00000
7500.00
40.000
EACH|
|
188.42000
7536.80|
|
240.00000
9600.00|
|
220.00000
8800.00
1450 740I005
37.000 EACH|
Warning Lights, Type B (Detachable Head |
779.68000
28848.16|
|
1000.00000
37000.00|
|
780.00000
28860.00
1460 740L003
250.000 EACH|
Vertical Panel, Type I (Single-Sided)
|
47.89000
11972.50|
|
60.00000
15000.00|
|
47.00000
11750.00
1470 741C010
1.000 EACH|
Portable Sequential Arrow And Chevron
|
Sign Unit
|
4315.79000
4315.79|
|
5500.00000
5500.00|
|
4300.00000
4300.00
1440 740F002
Barricades, Type III
|
|
DATE : 04/07/10
PAGE : 001 -17
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 30028
|(
2
) 01007
|(
3 ) 18036
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1480 750Z220
LUMP| 543070.00000
543070.00| 543070.00000
543070.00| 570223.50000
570223.50
Roadway Lighting
|
|
|
1490 756A028
35.000 LF
6" Electrical Conduit, 1 line, Type 5
Installation
1500 999 000
2250.000
Trainee Hours At 80 Cents Per Hour
|
|
37.25000
|
HOUR|
|
1303.75|
|
37.25000
|
0.80000
1800.00|
|
1303.75|
|
39.29000
1375.15
0.80000
1800.00
|
0.80000
1800.00|
|
SECTION TOTALS
|
$ 9,369,830.49|
$ 9,872,312.59|
$ 10,324,646.41
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 9,369,830.49|
$ 9,872,312.59|
$ 10,324,646.41
====================================================================================================================================
DATE : 04/07/10
PAGE : 001 -18
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|THE MORRIS GROUP, INC.
|ROGERS GROUP, INC.
|APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206A000
LUMP|
85000.00000
85000.00| 112901.15000
112901.15|
65415.02000
65415.02
|
|
72 (NBL)
|
|
|
0020 206A001
LUMP|
37 (SBL)
|
100000.00000
100000.00|
|
132082.89000
|
132082.89|
|
54512.52000
54512.52
|
0030 206C002
1463.000
SQYD|
|
5.09000
7446.67|
|
3.34000
4886.42|
|
14.11000
20642.93
0040 206C003
662.000
SQYD|
|
5.62000
3720.44|
|
3.34000
2211.08|
|
5.38000
3561.56
0050 206D000
Removing Pipe
279.000
LF
|
|
6.15000
1715.85|
|
6.67000
1860.93|
|
31.74000
8855.46
0060 206D001
Removing Guardrail
3048.000
LF
|
|
1.10000
3352.80|
|
1.22000
3718.56|
|
2.45000
7467.60
0070 206E000
Removing Headwalls
1.000
EACH|
|
240.62000
240.62|
|
55.58000
55.58|
|
335.26000
335.26
18.000
EACH|
|
265.00000
4770.00|
|
277.90000
5002.20|
|
167.63000
3017.34
4.000
EACH|
|
248.04000
992.16|
|
277.90000
1111.60|
|
167.63000
670.52
0100 206E008
18.000 EACH|
110.00000
1980.00|
|
122.28000
2201.04|
|
136.28000
2453.04
6.47000
156761.63|
|
8.89000
215395.81|
|
7.84000
189955.36
0080 206E001
Removing Inlets
0090 206E002
0110 210A000
24229.000
CUYD|
|
DATE : 04/07/10
PAGE : 001 -19
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 210D000
1561.000 CUYD|
11.87000
18529.07|
13.34000
20823.74|
12.43000
19403.23
Borrow Excavation
|
|
|
0130 210F001
806.000
Embankment)
0140 214A000
TON |
|
15.68000
|
12638.08|
|
16.68000
|
13444.08|
|
11.16000
8994.96
|
731.000
CUYD|
|
7.69000
5621.39|
|
6.67000
4875.77|
|
2.00000
1462.00
0150 214B001
286.000
CUYD|
|
32.86000
9397.96|
|
25.57000
7313.02|
|
1.09000
311.74
0160 215A000
1425.000
CUYD|
|
15.00000
21375.00|
|
49.79000
70950.75|
|
21.81000
31079.25
0170 215B000
LUMP|
347+13.00
|
70000.00000
70000.00|
|
163430.63000
163430.63|
|
1.00000
1.00
0180 230A000
Roadbed Processing
131.000
|
|
RBST|
|
477.00000
62487.00|
|
305.69000
40045.39|
|
85.56000
11208.36
0190 301A004
360.000 SQYD|
|
3.87000
1393.20|
|
5.00000
1800.00|
|
10.40000
3744.00
0200 301A012
31590.000 SQYD|
|
5.30000
5.96000
188276.40
0210 305B077
687.000 TON |
|
Miscellaneous Use
|
16.12000
1.00000
687.00
|
167427.00|
|
|
6.63000
|
11074.44|
|
|
209441.70|
|
|
22.23000
15272.01|
|
|
DATE : 04/07/10
PAGE : 001 -20
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 401A000
25714.000 SQYD|
0.96000
24685.44|
1.06000
27256.84|
0.87000
22371.18
|
|
|
0230 405A000
Tack Coat
4902.000
GAL |
|
4.50000
22059.00|
|
5.03000
24657.06|
|
3.38000
16568.76
0240 407B000
19.000
Pavement
MILE|
|
252.50000
4797.50|
|
279.29000
5306.51|
|
351.60000
6680.40
0.98000
33139.68
|
0250 408A051
33816.000 SQYD|
|
|
|
1.16000
39226.56|
|
|
1.28000
|
43284.48|
|
|
0260 410C000
1.000
EACH|
|
2525.00000
2525.00|
|
2792.92000
2792.92|
|
4896.64000
4896.64
0270 410H000
EACH|
|
10100.00000
10100.00|
|
11171.70000
11171.70|
|
40504.98000
40504.98
0280 423A003
4193.000 TON |
|
|
75.25000
315523.25|
|
83.23000
348983.39|
|
86.67000
363407.31
0290 423B001
2127.000 TON |
|
66.66000
79.86000
169862.22
0300 423B002
5841.000 TON |
|
65.65000
78.87000
460679.67
0310 424A360
1830.000 TON |
|
|
60.60000
72.28000
132272.40
1.000
|
|
141785.82|
|
|
73.73000
|
383461.65|
|
|
72.61000
|
110898.00|
|
156823.71|
|
424115.01|
|
|
67.03000
122664.90|
|
|
|
|
|
DATE : 04/07/10
PAGE : 001 -21
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0320 424B287
2310.000 TON |
55.55000
128320.50|
61.44000
141926.40|
77.16000
178239.60
|
|
|
|
|
|
|
0330 424B581
4563.000 TON |
|
Mix, ESAL Range E
|
|
44.44000
|
0340 424B650
2406.000 TON |
|
|
50.50000
|
0350 424B651
1633.000 TON |
|
Mix, ESAL Range C/D
|
46.46000
|
0360 424B655
116.000 TON |
|
|
151.50000
|
0370 424B657
59.000 TON |
|
|
|
85.85000
202779.72|
|
|
49.16000
224317.08|
|
|
|
|
|
121503.00|
|
55.85000
134375.10|
|
|
|
|
|
75869.18|
|
51.39000
83919.87|
|
|
|
|
|
17574.00|
|
167.57000
19438.12|
|
|
|
|
|
5065.15|
|
94.96000
5602.64|
|
|
|
|
|
55.23000
252014.49
68.55000
164931.30
66.33000
108316.89
134.68000
15622.88
119.21000
7033.39
DATE : 04/07/10
PAGE : 001 -22
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0380 424B681
1696.000 TON |
49.49000
83935.04|
54.74000
92839.04|
63.87000
108323.52
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0390 424C280
2707.000 TON |
|
ESAL Range E
|
46.31000
|
0400 428C000
11583.000 LF
Cutting
|
|
0.75000
|
0410 430B014
97.000
Modified)
TON |
|
299310.000
0440 502B000
Approx. 123,010 Lbs
LB
125361.17|
|
|
51.23000
17.39000
|
|
|
8687.25|
|
0.44000
1686.83|
|
68040.00|
|
5096.52|
|
56.34000
152512.38
0.19000
2200.77
32.13000
3116.61
80.41000
60789.96
|
22.23000
|
90.00000
138679.61|
|
|
|
|
0420 450B000
756.000 SQYD|
|
Slab
|
0430 502A000
Steel Reinforcement
|
2156.31|
|
|
80.25000
|
60669.00|
|
|
|
|
0.75000
224482.50|
|
0.63000
188565.30|
|
0.65000
194551.50
LUMP|
|
100000.00000
100000.00|
|
78132.23000
78132.23|
|
81768.78000
81768.78
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 001 -23
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0450 502B001
LUMP| 100000.00000
100000.00|
78132.23000
78132.23|
81768.78000
81768.78
|
|
|
|
|
|
0460 505G003
210.000
EACH|
|
150.00000
31500.00|
|
129.88000
27274.80|
|
163.54000
34343.40
0470 505I000
8060.000
SQFT|
|
25.00000
201500.00|
|
49.70000
400582.00|
|
25.08000
202144.80
45.00000
297000.00|
|
55.29000
364914.00|
|
49.06000
323796.00
4.91000
89828.45
1095215.65| 1417325.52000
|
1417325.52
0480 505M002
6600.000 LF
12x53)
0490 508A000
Structural Steel
|
|
|
18295.000
0500 508B000
1.000
(Specialty Item)
0510 508B001
1.000
(Specialty Item)
LB
|
|
|
4.00000
EACH| 1050000.00000
|
73180.00|
|
|
3.57000
1050000.00| 1095215.65000
|
65313.15|
|
|
|
|
|
|
|
EACH| 1050000.00000
|
1050000.00| 1095215.65000
|
1095215.65| 1417325.52000
|
|
|
|
|
|
|
1417325.52
0520 510A000
1349.000 CUYD|
|
450.00000
607050.00|
|
451.98000
609721.02|
|
490.61000
661832.89
0530 510C051
LUMP|
|
347+13, NBL,
|
325000.00000
325000.00|
|
284090.11000
284090.11|
|
327075.12000
327075.12
|
|
DATE : 04/07/10
PAGE : 001 -24
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 510C052
LUMP| 325000.00000
325000.00| 284090.11000
284090.11| 327075.12000
327075.12
|
|
|
347+13, SBL,
|
|
|
0550 510E000
3620.000 SQYD|
|
SBL)
|
0560 511A004
80.000
EACH|
|
1.45000
5249.00|
|
1.99000
|
7203.80|
|
4.36000
15783.20
|
850.00000
68000.00|
|
656.56000
52524.80|
|
1090.25000
87220.00
0570 530A001
24.000
LF
|
|
45.58000
1093.92|
|
38.91000
933.84|
|
126.57000
3037.68
0580 530A100
12.000
(Extension)
LF
|
|
60.84000
730.08|
|
38.91000
466.92|
|
242.50000
2910.00
126.77000
507.08
126.83000
1521.96
188.42000
1507.36
53.89000
24789.40
0590 530A101
4.000
(Extension)
0600 530A103
12.000
(Extension)
0610 530A104
8.000
(Extension)
|
LF
|
|
|
82.15000
|
LF
|
|
0620 530B001
460.000 LF
3 R.C.)
|
|
91.26000
|
1095.12|
|
117.66000
941.28|
|
83.37000
16090.80|
|
|
1000.44|
|
|
94.49000
|
34.98000
155.64|
|
|
|
|
|
|
38.91000
|
|
LF
328.60|
|
|
755.92|
|
|
38.91000
17898.60|
|
|
DATE : 04/07/10
PAGE : 001 -25
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0630 530B011
46.000 LF |
36.46000
1677.16|
50.02000
2300.92|
257.62000
11850.52
|
|
3 R.C.) (Extension)
|
|
|
0640 530B012
4.000 LF
3 R.C.) (Extension)
0650 532A030
|
|
81.19000
|
200.000
324.76|
|
50.02000
|
200.08|
|
330.63000
1322.52
|
LF
|
|
91.69000
18338.00|
|
150.06000
30012.00|
|
78.21000
15642.00
0660 533A097
16.000 LF
|
|
45.26000
724.16|
|
33.35000
533.60|
|
118.97000
1903.52
0670 533A098
354.000 LF
|
|
33.92000
12007.68|
|
38.91000
13774.14|
|
38.93000
13781.22
0680 533A099
248.000 LF
|
|
40.49000
10041.52|
|
50.02000
12404.96|
|
42.46000
10530.08
0690 533B097
224.000 LF
(Class 3 R.C.)
|
|
49.71000
11135.04|
|
38.91000
8715.84|
|
42.45000
9508.80
9.19000
27524.05
34.09000
7704.34
95.05000
288856.95
|
0700 534E001
2995.000 LF
25.33000
|
0710 534F001
226.000 LF
0720 539A000
4 Inch Trench Drain
|
|
|
|
|
LF
|
|
5.56000
|
34.76000
|
3039.000
75863.35|
|
|
7855.76|
|
|
22.23000
|
78.97000
239989.83|
|
16652.20|
|
5023.98|
|
|
111.16000
337815.24|
|
DATE : 04/07/10
PAGE : 001 -26
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0730 600A000
LUMP| 1060000.00000
1060000.00| 400000.00000
400000.00| 635619.87000
635619.87
Mobilization
|
|
|
0740 601A000
1.000 EACH|
|
Laboratories
|
0750 614A000
Slope Paving
30000.00000
30000.00|
|
27304.73000
|
27304.73|
|
6977.60000
6977.60
|
1095.000
CUYD|
|
220.48000
241425.60|
|
184.89000
202454.55|
|
249.21000
272884.95
0760 614A001
297.000
CUYD|
|
257.58000
76501.26|
|
296.11000
87944.67|
|
324.55000
96391.35
0770 619B016
6.000 EACH|
|
Treatment, Class 1
|
445.20000
2671.20|
|
611.39000
3668.34|
|
811.37000
4868.22
0780 620A000
10.000
CUYD|
|
540.60000
5406.00|
|
1834.16000
18341.60|
|
637.70000
6377.00
0790 621A004
11.000
EACH|
|
1494.60000
16440.60|
|
2812.38000
30936.18|
|
3709.15000
40800.65
0800 621A005
2.000
EACH|
|
1865.60000
3731.20|
|
2690.10000
5380.20|
|
2115.37000
4230.74
0810 621C020
Inlets, Type Y
20.000
EACH|
|
2501.60000
50032.00|
|
2200.99000
44019.80|
|
2735.50000
54710.00
0820 621C100
Inlets, Type PR
4.000
EACH|
|
4293.00000
17172.00|
|
5502.48000
22009.92|
|
4352.45000
17409.80
23.000
EACH|
|
318.00000
7314.00|
|
611.39000
14061.97|
|
463.64000
10663.72
17.00000
16082.00|
|
17.79000
16829.34|
|
12.17000
11512.82
0830 621D019
Inlet Units, Type Y
0840 623C000
946.000
LF
|
|
|
|
DATE : 04/07/10
PAGE : 001 -27
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0850 629A012
24.000 LF |
85.00000
2040.00|
88.93000
2134.32|
136.19000
3268.56
|
|
TES
|
|
|
0860 629A021
16.000 LF |
1
|
75.00000
1200.00|
|
77.81000
0870 630A001
1838.000 LF
|
|
16.75000
30786.50|
|
18.62000
0880 630A034
2563.000 LF
(8'-0" Post)
|
|
17.10000
43827.30|
|
19.01000
|
|
1244.96|
|
105.48000
1687.68
34223.56|
|
19.62000
36061.56
48722.63|
|
23.99000
61486.37
|
|
|
0890 630C001
14.000
EACH|
|
650.00000
9100.00|
|
722.54000
10115.56|
|
981.23000
13737.22
0900 630C003
2.000
EACH|
|
1650.00000
3300.00|
|
1834.16000
3668.32|
|
1689.89000
3379.78
0910 630C050
2.000 EACH|
|
2100.00000
4200.00|
|
2334.38000
4668.76|
|
2398.55000
4797.10
0920 630C070
16.000 EACH|
|
1700.00000
27200.00|
|
1889.74000
30235.84|
|
2180.50000
34888.00
0930 650A000
Topsoil
2400.000
CUYD|
|
5.77000
13848.00|
|
10.56000
25344.00|
|
13.56000
32544.00
0940 652A100
Seeding
5.000
ACRE|
|
700.00000
3500.00|
|
700.32000
3501.60|
|
1040.10000
5200.50
0950 652C000
Mowing
5.000
ACRE|
|
120.00000
600.00|
|
116.72000
583.60|
|
288.92000
1444.60
DATE : 04/07/10
PAGE : 001 -28
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0960 654A001
20244.000 SQYD|
4.00000
80976.00|
4.09000
82797.96|
3.93000
79558.92
|
|
|
0970 656A010
Mulching
5.000
ACRE|
|
700.00000
3500.00|
|
700.32000
3501.60|
|
924.53000
4622.65
0980 659A025
19517.000 SQYD|
|
(1A)
|
1.75000
34154.75|
|
1.69000
32983.73|
|
1.62000
31617.54
|
|
0990 665C010
Temporary Pipe
820.000
LF
|
|
19.70000
16154.00|
|
22.23000
18228.60|
|
28.71000
23542.20
1000 665J002
Silt Fence
385.000
LF
|
|
5.00000
1925.00|
|
4.38000
1686.30|
|
7.86000
3026.10
1010 665O001
Silt Fence Removal
385.000
LF
|
|
2.00000
770.00|
|
1.46000
562.10|
|
2.31000
889.35
1020 665P005
35.000
EACH|
|
400.00000
14000.00|
|
437.70000
15319.50|
|
444.93000
15572.55
1030 665Q002
Wattle
LF
|
|
9.00000
540.00|
|
8.17000
490.20|
|
10.40000
624.00
ACRE|
|
25.25000
126.25|
|
29.18000
145.90|
|
5.78000
28.90
LUMP|
|
150000.00000
150000.00|
|
73366.38000
73366.38|
|
23549.41000
23549.41
1060 698A000
LUMP|
to $ 501,800.00)
|
15150.00000
15150.00|
|
16757.55000
16757.55|
|
1.00000
1.00
1070 701A227
5.000 MILE|
|
Stripe (5" Wide)
|
2862.00000
3120.30000
15601.50
1040 666A001
1050 680A000
60.000
5.000
|
14310.00|
|
|
|
3001.35000
15006.75|
|
|
DATE : 04/07/10
PAGE : 001 -29
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1080 701A230
3.000 MILE|
2862.00000
8586.00|
3001.35000
9004.05|
3120.30000
9360.90
|
|
|
Stripe (5" Wide)
|
|
|
1090 701A239
6.000 MILE|
|
Stripe (5" Wide)
|
1100 701B207
6650.000 LF
(5" Wide)
|
|
1685.40000
10112.40|
|
1767.46000
|
1.59000
|
10573.50|
|
10604.76|
|
1837.51000
11025.06
1.73000
11504.50
|
1.67000
|
11105.50|
|
|
1110 701C000
5.000
MILE|
|
826.80000
4134.00|
|
867.06000
4335.30|
|
901.42000
4507.10
1120 701C001
12.000
MILE|
|
848.00000
10176.00|
|
889.29000
10671.48|
|
924.53000
11094.36
1122 701E003
1180.000 LF
|
|
2.65000
3127.00|
|
2.78000
3280.40|
|
2.89000
3410.20
1130 701G142
1180.000 LF
Stripe (5" Wide)
|
|
3.18000
3752.40|
|
3.34000
3941.20|
|
3.47000
4094.60
4.62000
2725.80
4.62000
2725.80
1140 701G146
590.000 LF
Stripe (5"Wide)
1150 701G154
590.000 LF
Stripe (5" Wide)
|
|
|
|
4.24000
|
|
|
|
2501.60|
|
|
4.45000
|
4.24000
2501.60|
|
|
2625.50|
|
|
4.45000
2625.50|
|
|
DATE : 04/07/10
PAGE : 001 -30
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1152 701H002
1180.000 LF |
1.06000
1250.80|
1.11000
1309.80|
1.16000
1368.80
|
|
|
1160 703A002
1159.000 SQFT|
A
|
4.24000
4.62000
5354.58
1170 703B002
1392.000 SQFT|
4.24000
5902.08|
|
4.45000
6194.40|
|
4.62000
6431.04
1180 703D001
1500.000
SQFT|
|
1.06000
1590.00|
|
1.11000
1665.00|
|
1.16000
1740.00
1190 705A011
225.000 EACH|
|
5.30000
1192.50|
|
5.56000
1251.00|
|
5.78000
1300.50
1200 705A012
300.000 EACH|
|
5.30000
1590.00|
|
5.56000
1668.00|
|
5.78000
1734.00
1210 705A030
32.000 EACH|
|
5.30000
169.60|
|
5.56000
177.92|
|
5.78000
184.96
1220 705A031
400.000 EACH|
|
5.30000
2120.00|
|
5.56000
2224.00|
|
5.78000
2312.00
1230 717B000
LUMP|
|
OHC-1 Relocation
|
31800.00000
31800.00|
|
44464.47000
44464.47|
|
23843.78000
23843.78
1240 720A026
2.000 EACH|
|
|
12000.00000
17989.14000
35978.28
36.81000
110430.00
1250 726A000
3000.000 LF
|
|
4914.16|
|
4.45000
|
|
|
24000.00|
|
|
18341.60000
|
35.00000
105000.00|
|
5157.55|
|
36683.20|
|
|
35.85000
107550.00|
|
DATE : 04/07/10
PAGE : 001 -31
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1260 726A005
590.000 LF |
65.00000
38350.00|
67.13000
39606.70|
68.94000
40674.60
|
|
6(Bridge Bolted)
|
|
|
1270 726D021
1.000 EACH|
|
|
12000.00000
1280 730A000
LUMP|
|
|
1360.00000
1290 730C000
5000.00000
LUMP|
|
12000.00|
|
3258.50000
|
1360.00|
|
|
12134.49000
12134.49
1482.74000
1482.74
5451.25000
5451.25
|
1511.79000
|
5000.00|
|
3258.50|
|
1511.79|
|
|
5558.05000
|
5558.05|
|
|
1300 730E000
3.000 EACH|
|
1500.00000
4500.00|
|
1667.41000
5002.23|
|
1635.37000
4906.11
1310 730G001
3.000
EACH|
|
5177.00000
15531.00|
|
5754.82000
17264.46|
|
5644.23000
16932.69
1320 730J010
13.000
EACH|
|
150.00000
1950.00|
|
166.74000
2167.62|
|
163.54000
2126.02
2.000
EACH|
|
500.00000
1000.00|
|
555.81000
1111.62|
|
545.13000
1090.26
1330 730K000
1340 730L003
140.000
LF
|
|
3.80000
532.00|
|
4.22000
590.80|
|
4.14000
579.60
1350 730L005
30.000
LF
|
|
6.50000
195.00|
|
7.23000
216.90|
|
7.09000
212.70
1360 730N000
3.000 EACH|
|
950.00000
2850.00|
|
1056.03000
3168.09|
|
1035.74000
3107.22
DATE : 04/07/10
PAGE : 001 -32
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1370 730P022
11.000 EACH|
720.00000
7920.00|
800.36000
8803.96|
784.98000
8634.78
|
|
|
Section, Type LED
|
|
|
1380 730P023
2.000
Section, Type LED
EACH|
|
|
1390 730R022
1.000 EACH|
1400 730T000
Wood Pole
975.00000
1.000
1410 730U015
1950.00|
|
1083.82000
|
2167.64|
|
1063.00000
2126.00
|
9400.00000
9400.00|
|
10449.15000
10449.15|
|
10248.35000
10248.35
EACH|
|
400.00000
400.00|
|
444.65000
444.65|
|
436.10000
436.10
LUMP|
|
26200.00000
26200.00|
|
29124.22000
29124.22|
|
28564.56000
28564.56
1420 740B000
Construction Signs
2219.000
SQFT|
|
8.48000
18817.12|
|
7.86000
17441.34|
|
8.09000
17951.71
1430 740D000
Channelizing Drums
150.000
EACH|
|
53.00000
7950.00|
|
51.64000
7746.00|
|
11.77000
1765.50
40.000
EACH|
|
190.80000
7632.00|
|
200.97000
8038.80|
|
206.86000
8274.40
1450 740I005
37.000 EACH|
583.00000
21571.00|
|
831.60000
30769.20|
|
856.00000
31672.00
1460 740L003
250.000 EACH|
|
137.80000
34450.00|
|
51.08000
12770.00|
|
52.58000
13145.00
1470 741C010
1.000 EACH|
|
Sign Unit
|
3710.00000
3710.00|
|
4603.18000
4603.18|
|
5180.87000
5180.87
1440 740F002
|
|
DATE : 04/07/10
PAGE : 001 -33
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 13036
|(
5
) 18031
|(
6 ) 01096
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1480 750Z220
LUMP| 543070.00000
543070.00| 603682.97000
603682.97| 592082.28000
592082.28
Roadway Lighting
|
|
|
1490 756A028
35.000 LF
Installation
1500 999 000
2250.000
|
|
37.25000
|
HOUR|
|
1303.75|
|
41.41000
|
0.80000
1800.00|
|
1449.35|
|
40.61000
1421.35
0.80000
1800.00
|
0.80000
1800.00|
|
SECTION TOTALS
|
$ 10,498,425.10|
$ 10,568,047.00|
$ 11,232,979.19
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 10,498,425.10|
$ 10,568,047.00|
$ 11,232,979.19
====================================================================================================================================
DATE : 04/07/10
PAGE : 001 -34
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|R. R. DAWSON BRIDGE COMPANY |WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206A000
LUMP|
95000.00000
95000.00| 125000.00000
125000.00|
60000.00000
60000.00
|
|
72 (NBL)
|
|
|
0020 206A001
LUMP|
37 (SBL)
|
95000.00000
95000.00|
|
100000.00000
|
100000.00|
|
50000.00000
50000.00
|
0030 206C002
1463.000
SQYD|
|
8.22000
12025.86|
|
6.82000
9977.66|
|
9.00000
13167.00
0040 206C003
662.000
SQYD|
|
9.19000
6083.78|
|
7.92000
5243.04|
|
14.00000
9268.00
0050 206D000
Removing Pipe
279.000
LF
|
|
9.41000
2625.39|
|
8.03000
2240.37|
|
25.00000
6975.00
0060 206D001
Removing Guardrail
3048.000
LF
|
|
1.18000
3596.64|
|
1.21000
3688.08|
|
2.25000
6858.00
0070 206E000
Removing Headwalls
1.000
EACH|
|
492.44000
492.44|
|
297.00000
297.00|
|
300.00000
300.00
18.000
EACH|
|
435.15000
7832.70|
|
242.00000
4356.00|
|
350.00000
6300.00
4.000
EACH|
|
483.53000
1934.12|
|
264.00000
1056.00|
|
475.00000
1900.00
0100 206E008
18.000 EACH|
117.70000
2118.60|
|
121.00000
2178.00|
|
125.00000
2250.00
10.14000
245682.06|
|
8.42000
204008.18|
|
9.00000
218061.00
0080 206E001
Removing Inlets
0090 206E002
0110 210A000
24229.000
CUYD|
|
DATE : 04/07/10
PAGE : 001 -35
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 210D000
1561.000 CUYD|
18.72000
29221.92|
17.82000
27817.02|
14.00000
21854.00
Borrow Excavation
|
|
|
0130 210F001
806.000
Embankment)
0140 214A000
TON |
|
19.99000
|
16111.94|
|
20.35000
|
16402.10|
|
20.00000
16120.00
|
731.000
CUYD|
|
5.82000
4254.42|
|
8.47000
6191.57|
|
0.01000
7.31
0150 214B001
286.000
CUYD|
|
29.88000
8545.68|
|
26.95000
7707.70|
|
33.00000
9438.00
0160 215A000
1425.000
CUYD|
|
12.00000
17100.00|
|
40.00000
57000.00|
|
20.00000
28500.00
0170 215B000
LUMP|
347+13.00
|
150000.00000
150000.00|
|
125000.00000
125000.00|
|
0.00000
0.00
0180 230A000
Roadbed Processing
131.000
|
|
RBST|
|
403.51000
52859.81|
|
297.00000
38907.00|
|
350.00000
45850.00
0190 301A004
360.000 SQYD|
|
7.53000
2710.80|
|
12.00000
4320.00|
|
7.60000
2736.00
0200 301A012
31590.000 SQYD|
|
8.02000
8.65000
273253.50
0210 305B077
687.000 TON |
|
Miscellaneous Use
|
29.92000
25.00000
17175.00
|
253351.80|
|
|
9.00000
|
20555.04|
|
|
284310.00|
|
|
30.80000
21159.60|
|
|
DATE : 04/07/10
PAGE : 001 -36
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 401A000
25714.000 SQYD|
0.98000
25199.72|
1.05000
26999.70|
0.95000
24428.30
|
|
|
0230 405A000
Tack Coat
4902.000
GAL |
|
4.66000
22843.32|
|
4.95000
24264.90|
|
4.50000
22059.00
0240 407B000
19.000
Pavement
MILE|
|
259.00000
4921.00|
|
275.00000
5225.00|
|
250.00000
4750.00
1.15000
38888.40
|
0250 408A051
33816.000 SQYD|
|
|
|
1.19000
40241.04|
|
|
1.27000
|
42946.32|
|
|
0260 410C000
1.000
EACH|
|
2590.00000
2590.00|
|
2750.00000
2750.00|
|
2500.00000
2500.00
0270 410H000
EACH|
|
10360.00000
10360.00|
|
11000.00000
11000.00|
|
10000.00000
10000.00
0280 423A003
4193.000 TON |
|
|
77.18000
323615.74|
|
81.95000
343616.35|
|
83.00000
348019.00
0290 423B001
2127.000 TON |
|
68.38000
73.00000
155271.00
0300 423B002
5841.000 TON |
|
67.34000
72.00000
420552.00
0310 424A360
1830.000 TON |
|
|
62.16000
66.00000
120780.00
1.000
|
|
145444.26|
|
|
72.60000
|
393332.94|
|
|
71.50000
|
113752.80|
|
154420.20|
|
417631.50|
|
|
66.00000
120780.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 001 -37
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0320 424B287
2310.000 TON |
56.98000
131623.80|
60.50000
139755.00|
55.00000
127050.00
|
|
|
|
|
|
|
0330 424B581
4563.000 TON |
|
Mix, ESAL Range E
|
|
45.58000
|
0340 424B650
2406.000 TON |
|
|
51.80000
|
0350 424B651
1633.000 TON |
|
Mix, ESAL Range C/D
|
47.66000
|
0360 424B655
116.000 TON |
|
|
155.40000
|
0370 424B657
59.000 TON |
|
|
|
88.06000
207981.54|
|
|
48.40000
220849.20|
|
|
|
|
|
124630.80|
|
55.00000
132330.00|
|
|
|
|
|
77828.78|
|
50.60000
82629.80|
|
|
|
|
|
18026.40|
|
165.00000
19140.00|
|
|
|
|
|
5195.54|
|
93.50000
5516.50|
|
|
|
|
|
48.00000
219024.00
56.00000
134736.00
52.00000
84916.00
150.00000
17400.00
100.00000
5900.00
DATE : 04/07/10
PAGE : 001 -38
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0380 424B681
1696.000 TON |
50.76000
86088.96|
53.90000
91414.40|
54.00000
91584.00
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0390 424C280
2707.000 TON |
|
ESAL Range E
|
47.50000
|
0400 428C000
11583.000 LF
Cutting
|
|
0.06000
|
0410 430B014
97.000
Modified)
TON |
|
299310.000
0440 502B000
Approx. 123,010 Lbs
LB
128582.50|
|
|
50.44000
28.53000
|
|
|
694.98|
|
0.06000
2767.41|
|
94500.00|
|
694.98|
|
48.00000
129936.00
0.40000
4633.20
25.00000
2425.00
120.00000
90720.00
|
37.40000
|
125.00000
136541.08|
|
|
|
|
0420 450B000
756.000 SQYD|
|
Slab
|
0430 502A000
Steel Reinforcement
|
3627.80|
|
|
120.00000
|
90720.00|
|
|
|
|
0.82000
245434.20|
|
0.65000
194551.50|
|
0.60000
179586.00
LUMP|
|
103000.00000
103000.00|
|
80000.00000
80000.00|
|
75000.00000
75000.00
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 001 -39
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0450 502B001
LUMP| 103000.00000
103000.00|
80000.00000
80000.00|
75000.00000
75000.00
|
|
|
|
|
|
0460 505G003
210.000
EACH|
|
200.00000
42000.00|
|
100.00000
21000.00|
|
150.00000
31500.00
0470 505I000
8060.000
SQFT|
|
70.00000
564200.00|
|
20.00000
161200.00|
|
23.00000
185380.00
40.00000
264000.00|
|
40.00000
264000.00|
|
45.00000
297000.00
4.50000
82327.50
1200000.00| 1300000.00000
|
1300000.00
0480 505M002
6600.000 LF
12x53)
0490 508A000
Structural Steel
|
|
|
18295.000
0500 508B000
1.000
(Specialty Item)
0510 508B001
1.000
(Specialty Item)
LB
|
|
|
3.50000
EACH| 1445000.00000
|
64032.50|
|
|
5.00000
1445000.00| 1200000.00000
|
91475.00|
|
|
|
|
|
|
|
EACH| 1445000.00000
|
1445000.00| 1200000.00000
|
1200000.00| 1300000.00000
|
|
|
|
|
|
|
1300000.00
0520 510A000
1349.000 CUYD|
|
345.00000
465405.00|
|
500.00000
674500.00|
|
450.00000
607050.00
0530 510C051
LUMP|
|
347+13, NBL,
|
258000.00000
258000.00|
|
260000.00000
260000.00|
|
300000.00000
300000.00
|
|
DATE : 04/07/10
PAGE : 001 -40
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 510C052
LUMP| 258000.00000
258000.00| 260000.00000
260000.00| 300000.00000
300000.00
|
|
|
347+13, SBL,
|
|
|
0550 510E000
3620.000 SQYD|
|
SBL)
|
0560 511A004
80.000
EACH|
|
2.90000
10498.00|
|
2.00000
|
7240.00|
|
4.00000
14480.00
|
835.00000
66800.00|
|
600.00000
48000.00|
|
1000.00000
80000.00
0570 530A001
24.000
LF
|
|
53.51000
1284.24|
|
47.74000
1145.76|
|
68.00000
1632.00
0580 530A100
12.000
(Extension)
LF
|
|
64.90000
778.80|
|
47.74000
572.88|
|
66.00000
792.00
95.00000
380.00
87.00000
1044.00
124.00000
992.00
99.00000
45540.00
0590 530A101
4.000
(Extension)
0600 530A103
12.000
(Extension)
0610 530A104
8.000
(Extension)
|
LF
|
|
|
100.23000
|
LF
|
|
0620 530B001
460.000 LF
3 R.C.)
|
|
72.61000
|
871.32|
|
71.64000
573.12|
|
65.45000
16472.60|
|
|
785.40|
|
|
87.56000
|
35.81000
253.00|
|
|
|
|
|
|
63.25000
|
|
LF
400.92|
|
|
700.48|
|
|
47.50000
21850.00|
|
|
DATE : 04/07/10
PAGE : 001 -41
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0630 530B011
46.000 LF |
81.26000
3737.96|
54.45000
2504.70|
125.00000
5750.00
|
|
3 R.C.) (Extension)
|
|
|
0640 530B012
4.000 LF
3 R.C.) (Extension)
0650 532A030
|
|
119.01000
|
200.000
476.04|
|
90.20000
|
360.80|
|
200.00000
800.00
|
LF
|
|
280.75000
56150.00|
|
159.50000
31900.00|
|
150.00000
30000.00
0660 533A097
16.000 LF
|
|
60.45000
967.20|
|
45.89000
734.24|
|
54.00000
864.00
0670 533A098
354.000 LF
|
|
28.47000
10078.38|
|
38.29000
13554.66|
|
37.00000
13098.00
0680 533A099
248.000 LF
|
|
40.43000
10026.64|
|
44.89000
11132.72|
|
48.00000
11904.00
0690 533B097
224.000 LF
(Class 3 R.C.)
|
|
30.81000
6901.44|
|
42.35000
9486.40|
|
46.00000
10304.00
7.00000
20965.00
18.00000
4068.00
140.00000
425460.00
|
0700 534E001
2995.000 LF
20.82000
|
0710 534F001
226.000 LF
0720 539A000
4 Inch Trench Drain
|
|
|
|
|
LF
|
|
26.24000
|
50.91000
|
3039.000
62355.90|
|
|
11505.66|
|
|
36.03000
|
95.05000
288856.95|
|
78588.80|
|
8142.78|
|
|
133.88000
406861.32|
|
DATE : 04/07/10
PAGE : 001 -42
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0730 600A000
LUMP| 342215.94000
342215.94| 965000.00000
965000.00| 1370000.00000
1370000.00
Mobilization
|
|
|
0740 601A000
1.000 EACH|
|
Laboratories
|
0750 614A000
Slope Paving
17625.86000
17625.86|
|
15000.00000
|
15000.00|
|
16000.00000
16000.00
|
1095.000
CUYD|
|
249.51000
273213.45|
|
253.00000
277035.00|
|
325.00000
355875.00
0760 614A001
297.000
CUYD|
|
322.50000
95782.50|
|
325.00000
96525.00|
|
330.00000
98010.00
0770 619B016
6.000 EACH|
|
Treatment, Class 1
|
803.42000
4820.52|
|
825.00000
4950.00|
|
850.00000
5100.00
|
|
0780 620A000
10.000
CUYD|
|
1030.87000
10308.70|
|
814.00000
8140.00|
|
850.00000
8500.00
0790 621A004
11.000
EACH|
|
3728.55000
41014.05|
|
3575.00000
39325.00|
|
3700.00000
40700.00
0800 621A005
2.000
EACH|
|
2093.42000
4186.84|
|
2200.00000
4400.00|
|
2800.00000
5600.00
0810 621C020
Inlets, Type Y
20.000
EACH|
|
2823.28000
56465.60|
|
2750.00000
55000.00|
|
3600.00000
72000.00
0820 621C100
Inlets, Type PR
4.000
EACH|
|
4295.46000
17181.84|
|
5033.00000
20132.00|
|
5500.00000
22000.00
23.000
EACH|
|
458.29000
10540.67|
|
550.00000
12650.00|
|
700.00000
16100.00
12.45000
11777.70|
|
17.60000
16649.60|
|
11.75000
11115.50
0830 621D019
Inlet Units, Type Y
0840 623C000
946.000
LF
|
|
DATE : 04/07/10
PAGE : 001 -43
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0850 629A012
24.000 LF |
136.92000
3286.08|
248.00000
5952.00|
85.00000
2040.00
|
|
TES
|
|
|
0860 629A021
16.000 LF |
1
|
107.50000
1720.00|
|
275.00000
|
4400.00|
|
85.00000
1360.00
|
0870 630A001
1838.000 LF
|
|
17.92000
32936.96|
|
18.43000
33874.34|
|
18.00000
33084.00
0880 630A034
2563.000 LF
(8'-0" Post)
|
|
18.30000
46902.90|
|
18.81000
48210.03|
|
22.00000
56386.00
|
|
|
0890 630C001
14.000
EACH|
|
695.50000
9737.00|
|
715.00000
10010.00|
|
900.00000
12600.00
0900 630C003
2.000
EACH|
|
1765.50000
3531.00|
|
1815.00000
3630.00|
|
1550.00000
3100.00
0910 630C050
2.000 EACH|
|
2247.00000
4494.00|
|
2310.00000
4620.00|
|
2200.00000
4400.00
0920 630C070
16.000 EACH|
|
1819.00000
29104.00|
|
1870.00000
29920.00|
|
2000.00000
32000.00
0930 650A000
Topsoil
2400.000
CUYD|
|
16.62000
39888.00|
|
16.50000
39600.00|
|
7.00000
16800.00
0940 652A100
Seeding
5.000
ACRE|
|
663.00000
3315.00|
|
660.00000
3300.00|
|
600.00000
3000.00
0950 652C000
Mowing
5.000
ACRE|
|
110.50000
552.50|
|
110.00000
550.00|
|
100.00000
500.00
DATE : 04/07/10
PAGE : 001 -44
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0960 654A001
20244.000 SQYD|
3.87000
78344.28|
3.85000
77939.40|
3.50000
70854.00
|
|
|
0970 656A010
Mulching
5.000
ACRE|
|
663.00000
3315.00|
|
660.00000
3300.00|
|
600.00000
3000.00
0980 659A025
19517.000 SQYD|
|
(1A)
|
1.60000
31227.20|
|
1.60000
31227.20|
|
1.45000
28299.65
|
|
0990 665C010
Temporary Pipe
820.000
LF
|
|
16.31000
13374.20|
|
21.67000
17769.40|
|
45.25000
37105.00
1000 665J002
Silt Fence
385.000
LF
|
|
2.94000
1131.90|
|
4.13000
1590.05|
|
3.75000
1443.75
1010 665O001
Silt Fence Removal
385.000
LF
|
|
1.32000
508.20|
|
1.38000
531.30|
|
1.25000
481.25
1020 665P005
35.000
EACH|
|
384.98000
13474.30|
|
413.00000
14455.00|
|
375.00000
13125.00
1030 665Q002
Wattle
LF
|
|
6.44000
386.40|
|
7.70000
462.00|
|
7.00000
420.00
ACRE|
|
26.88000
134.40|
|
27.50000
137.50|
|
25.00000
125.00
LUMP|
|
111035.00000
111035.00|
|
125000.00000
125000.00|
|
45000.00000
45000.00
1060 698A000
LUMP|
to $ 501,800.00)
|
175000.00000
175000.00|
|
240000.00000
240000.00|
|
70000.00000
70000.00
1070 701A227
5.000 MILE|
|
Stripe (5" Wide)
|
3140.10000
2700.00000
13500.00
1040 666A001
1050 680A000
60.000
5.000
|
15700.50|
|
|
|
2970.00000
14850.00|
|
|
DATE : 04/07/10
PAGE : 001 -45
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1080 701A230
3.000 MILE|
3140.10000
9420.30|
2970.00000
8910.00|
2700.00000
8100.00
|
|
|
Stripe (5" Wide)
|
1090 701A239
6.000 MILE|
|
Stripe (5" Wide)
|
1100 701B207
6650.000 LF
(5" Wide)
|
|
|
1849.17000
11095.02|
|
|
1749.00000
|
1.74000
|
11571.00|
|
10494.00|
|
1590.00000
9540.00
1.50000
9975.00
|
1.65000
|
10972.50|
|
|
1110 701C000
5.000
MILE|
|
907.14000
4535.70|
|
858.00000
4290.00|
|
780.00000
3900.00
1120 701C001
12.000
MILE|
|
930.40000
11164.80|
|
880.00000
10560.00|
|
800.00000
9600.00
1122 701E003
1180.000 LF
|
|
2.91000
3433.80|
|
2.75000
3245.00|
|
2.50000
2950.00
1130 701G142
1180.000 LF
Stripe (5" Wide)
|
|
3.49000
4118.20|
|
3.30000
3894.00|
|
3.00000
3540.00
4.00000
2360.00
4.00000
2360.00
1140 701G146
590.000 LF
Stripe (5"Wide)
1150 701G154
590.000 LF
Stripe (5" Wide)
|
|
|
|
4.65000
|
|
|
|
2743.50|
|
|
4.40000
|
4.65000
2743.50|
|
|
2596.00|
|
|
4.40000
2596.00|
|
|
DATE : 04/07/10
PAGE : 001 -46
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1152 701H002
1180.000 LF |
1.16000
1368.80|
1.10000
1298.00|
1.00000
1180.00
|
|
|
1160 703A002
1159.000 SQFT|
A
|
4.65000
4.00000
4636.00
1170 703B002
1392.000 SQFT|
4.65000
6472.80|
|
4.40000
6124.80|
|
4.00000
5568.00
1180 703D001
1500.000
SQFT|
|
1.16000
1740.00|
|
1.10000
1650.00|
|
1.00000
1500.00
1190 705A011
225.000 EACH|
|
5.82000
1309.50|
|
5.50000
1237.50|
|
5.00000
1125.00
1200 705A012
300.000 EACH|
|
5.82000
1746.00|
|
5.50000
1650.00|
|
5.00000
1500.00
1210 705A030
32.000 EACH|
|
5.82000
186.24|
|
5.50000
176.00|
|
5.00000
160.00
1220 705A031
400.000 EACH|
|
5.82000
2328.00|
|
5.50000
2200.00|
|
5.00000
2000.00
1230 717B000
LUMP|
|
OHC-1 Relocation
|
46520.00000
46520.00|
|
44000.00000
44000.00|
|
22000.00000
22000.00
1240 720A026
2.000 EACH|
|
|
16125.00000
16000.00000
32000.00
47.50000
142500.00
1250 726A000
3000.000 LF
|
|
5389.35|
|
4.40000
|
|
|
32250.00|
|
|
16500.00000
|
34.24000
102720.00|
|
5099.60|
|
33000.00|
|
|
55.00000
165000.00|
|
DATE : 04/07/10
PAGE : 001 -47
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1260 726A005
590.000 LF |
64.12000
37830.80|
72.00000
42480.00|
61.75000
36432.50
|
|
6(Bridge Bolted)
|
|
|
1270 726D021
1.000 EACH|
|
|
11287.50000
1280 730A000
LUMP|
|
|
1540.88000
1290 730C000
5665.00000
LUMP|
|
11287.50|
|
13200.00000
|
1540.88|
|
|
11400.00000
11400.00
1306.73000
1306.73
4804.17000
4804.17
|
2463.00000
|
5665.00|
|
13200.00|
|
2463.00|
|
|
5909.00000
|
5909.00|
|
|
1300 730E000
3.000 EACH|
|
1699.50000
5098.50|
|
2528.00000
7584.00|
|
1441.25000
4323.75
1310 730G001
3.000
EACH|
|
5865.54000
17596.62|
|
6124.00000
18372.00|
|
4974.23000
14922.69
1320 730J010
13.000
EACH|
|
169.95000
2209.35|
|
176.00000
2288.00|
|
144.13000
1873.69
2.000
EACH|
|
566.50000
1133.00|
|
553.00000
1106.00|
|
480.42000
960.84
1330 730K000
1340 730L003
140.000
LF
|
|
4.31000
603.40|
|
5.12000
716.80|
|
3.65000
511.00
1350 730L005
30.000
LF
|
|
7.36000
220.80|
|
5.39000
161.70|
|
6.25000
187.50
1360 730N000
3.000 EACH|
|
1076.35000
3229.05|
|
1216.00000
3648.00|
|
912.79000
2738.37
DATE : 04/07/10
PAGE : 001 -48
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1370 730P022
11.000 EACH|
815.76000
8973.36|
839.00000
9229.00|
691.80000
7609.80
|
|
|
Section, Type LED
|
|
|
1380 730P023
2.000
Section, Type LED
EACH|
|
|
1390 730R022
1.000 EACH|
1400 730T000
Wood Pole
1104.67000
1.000
1410 730U015
2209.34|
|
1128.00000
|
2256.00|
|
936.81000
1873.62
|
10650.20000
10650.20|
|
11176.00000
11176.00|
|
9031.83000
9031.83
EACH|
|
453.20000
453.20|
|
440.00000
440.00|
|
384.33000
384.33
LUMP|
|
29684.60000
29684.60|
|
29626.00000
29626.00|
|
25173.83000
25173.83
1420 740B000
Construction Signs
2219.000
SQFT|
|
8.14000
18062.66|
|
8.80000
19527.20|
|
7.00000
15533.00
1430 740D000
Channelizing Drums
150.000
EACH|
|
53.50000
8025.00|
|
55.00000
8250.00|
|
46.00000
6900.00
40.000
EACH|
|
208.18000
8327.20|
|
198.00000
7920.00|
|
179.00000
7160.00
1450 740I005
37.000 EACH|
861.43000
31872.91|
|
605.00000
22385.00|
|
740.70000
27405.90
1460 740L003
250.000 EACH|
|
52.92000
13230.00|
|
143.00000
35750.00|
|
45.50000
11375.00
1470 741C010
1.000 EACH|
|
Sign Unit
|
4768.30000
4768.30|
|
3850.00000
3850.00|
|
4100.00000
4100.00
1440 740F002
|
|
DATE : 04/07/10
PAGE : 001 -49
TABULATION OF BIDS
CALL ORDER
: 001
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
7 ) 18024
|(
8
) 04008
|(
9 ) 23024
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1480 750Z220
LUMP| 615298.31000
615298.31| 615878.00000
615878.00| 521799.69000
521799.69
Roadway Lighting
|
|
|
1490 756A028
35.000 LF
Installation
1500 999 000
2250.000
|
|
42.20000
|
HOUR|
|
1477.00|
|
59.55000
|
0.80000
1800.00|
|
2084.25|
|
0.80000
28.00
0.80000
1800.00
|
0.80000
1800.00|
|
SECTION TOTALS
|
$ 11,401,467.38|
$ 11,663,480.66|
$ 11,702,255.60
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 11,401,467.38|
$ 11,663,480.66|
$ 11,702,255.60
====================================================================================================================================
DATE : 04/07/10
PAGE : 004 -1
VENDOR RANKING
CALL ORDER
: 004
10:00 AM
DIVISION
: 03
CONTRACT TIME :
75
Working Days
for constructing the Planing, Resurfacing and Traffic Stripe
on SR-53 (US-231) from SR-74 (US-278) to the Cullman County
line and from SR-79 to CR-26 in Blountsville. Length 9.920
mi.
COUNTIES : BLOUNT
(available days)
PROJECT(S) : STMOA-0053(541)
STMAA-0053(542)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23009
WHITAKER CONTRACTING CORPORATION
$
1,944,631.98 100.0000%
2
10011
JACKSON PAVING & CONSTRUCTION, INC.
$
2,201,224.37 113.1949%
3
07002
GOOD HOPE CONTRACTING CO., INC.
$
2,239,343.71 115.1551%
DATE : 04/07/10
PAGE : 004 -2
TABULATION OF BIDS
CALL ORDER
: 004
DIVISION
: 03
10:00 AM
COUNTIES : BLOUNT
====================================================================================================================================
|(
1 ) 23009
|(
2 ) 10011
|(
3 ) 07002
|WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206E008
6.000 EACH|
110.00000
660.00|
110.00000
660.00|
115.50000
693.00
|
|
0020 209A000
Mailbox Reset, Single
8.000
EACH|
|
200.00000
1600.00|
|
169.00000
1352.00|
|
150.00000
1200.00
0030 210D001
600.000
Borrow Excavation (Loose Truckbed
Measurement)
CUYD|
|
10.00000
6000.00|
|
15.55000
9330.00|
|
10.00000
6000.00
38.33000
19165.00
84.55000
6510.35
|
|
0040 305B077
500.000 TON |
|
Miscellaneous Use
|
15.00000
0050 327D021
77.000 TON |
Plant Mix Bituminous Base, Widening,
|
Mix 2
|
80.00000
0060 405A000
Tack Coat
7500.00|
|
|
22.50000
|
6160.00|
|
11250.00|
|
|
100.00000
|
7700.00|
|
|
14507.000
GAL |
|
3.00000
43521.00|
|
3.00000
43521.00|
|
4.00000
58028.00
0070 407B000
21.000
Pavement
MILE|
|
500.00000
10500.00|
|
1698.00000
35658.00|
|
375.00000
7875.00
0.75000
164889.75
20000.00000
20000.00
|
0080 408A052
219853.000 SQYD|
|
|
0090 410H000
1.000
EACH|
|
|
0.55000
120919.15|
|
|
0.50000
|
25142.00000
25142.00|
|
109926.50|
|
|
32000.00000
32000.00|
|
DATE : 04/07/10
PAGE : 004 -3
TABULATION OF BIDS
CALL ORDER
: 004
DIVISION
: 03
10:00 AM
COUNTIES : BLOUNT
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
3 ) 07002
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424A361
17091.000 TON |
57.00000
974187.00|
63.35000
1082714.85|
61.16000
1045285.56
|
|
|
|
|
|
|
0110 424A367
4200.000 TON |
|
Surface Layer, Leveling, 3/4" Maximum
|
|
57.00000
|
0120 424A370
50.000 TON |
|
Surface Layer, Widening, 3/4" Maximum
|
80.00000
|
0130 424B655
3000.000 TON |
|
|
68.00000
|
0140 428C000
38904.000 LF
Cutting
|
|
0.14000
|
239400.00|
|
|
58.95000
247590.00|
|
|
|
|
|
4000.00|
|
70.65000
3532.50|
|
|
|
|
|
204000.00|
|
79.30000
237900.00|
|
|
|
|
|
5446.56|
|
0.18000
|
7002.72|
|
56.98000
239316.00
89.19000
4459.50
62.47000
187410.00
0.20000
7780.80
|
0150 600A000
Mobilization
LUMP|
|
57000.00000
57000.00|
|
33128.00000
33128.00|
|
183368.80000
183368.80
0160 618A000
77.000
Concrete Sidewalk, 4" Thick
SQYD|
|
150.00000
11550.00|
|
60.00000
4620.00|
|
80.00000
6160.00
DATE : 04/07/10
PAGE : 004 -4
TABULATION OF BIDS
CALL ORDER
: 004
DIVISION
: 03
10:00 AM
COUNTIES : BLOUNT
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
3 ) 07002
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 623C004
155.000 LF |
30.00000
4650.00|
25.00000
3875.00|
17.50000
2712.50
|
|
|
(Special)
|
|
|
0180 630C050
2.000 EACH|
|
2850.00000
5700.00|
|
2850.00000
5700.00|
|
2992.50000
5985.00
0190 630C070
4.000 EACH|
|
2450.00000
9800.00|
|
2450.00000
9800.00|
|
2572.50000
10290.00
0200 650A000
Topsoil
120.000
CUYD|
|
40.00000
4800.00|
|
24.15000
2898.00|
|
10.00000
1200.00
0210 652A100
Seeding
2.000
ACRE|
|
500.00000
1000.00|
|
763.00000
1526.00|
|
840.00000
1680.00
0220 656A010
Mulching
2.000
ACRE|
|
500.00000
1000.00|
|
763.00000
1526.00|
|
630.00000
1260.00
0230 659A036
560.000 SQYD|
|
(2D)
|
1.00000
560.00|
|
2.35000
1316.00|
|
2.00000
1120.00
|
|
0240 665A000
Temporary Seeding
2.000
ACRE|
|
500.00000
1000.00|
|
586.85000
1173.70|
|
630.00000
1260.00
0250 665B000
Temporary Mulching
2.000
ACRE|
|
500.00000
1000.00|
|
586.85000
1173.70|
|
630.00000
1260.00
0260 665G000
Sand Bags
100.000
EACH|
|
5.00000
500.00|
|
6.00000
600.00|
|
5.25000
525.00
0270 665J002
Silt Fence
700.000
LF
|
|
3.00000
2100.00|
|
4.11000
2877.00|
|
3.68000
2576.00
0280 665O001
Silt Fence Removal
700.000
LF
|
|
1.00000
700.00|
|
1.50000
1050.00|
|
1.31000
917.00
DATE : 04/07/10
PAGE : 004 -5
TABULATION OF BIDS
CALL ORDER
: 004
DIVISION
: 03
10:00 AM
COUNTIES : BLOUNT
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
3 ) 07002
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 665Q002
200.000 LF |
10.00000
2000.00|
8.25000
1650.00|
7.88000
1576.00
Wattle
|
|
|
0300 666A001
2.000
ACRE|
|
50.00000
100.00|
|
29.35000
58.70|
|
81.90000
163.80
0310 698A000
LUMP|
to $ 95,750.00)
|
0.00000
0.00|
|
43160.00000
43160.00|
|
0.00000
0.00
0320 701A227
19.000 MILE|
|
Stripe (5" Wide)
|
2650.00000
2792.55000
53058.45
0330 701A230
15.000 MILE|
|
Stripe (5" Wide)
|
2650.00000
2792.55000
41888.25
0340 701A239
3.000 MILE|
|
Stripe (5" Wide)
|
1590.00000
1675.53000
5026.59
0350 701A244
8.000 MILE|
Broken Yellow, Class 2, Type A Traffic |
Stripe (5" Wide)
|
1590.00000
1675.53000
13404.24
1.11000
2592.96
558.51000
6143.61
0360 701B207
2336.000 LF
(5" Wide)
0370 701C000
11.000
|
|
|
3100.00000
|
39750.00|
|
4770.00|
|
3100.00000
1800.00000
2476.16|
|
1800.00000
5830.00|
|
14400.00|
|
|
2.00000
|
530.00000
5400.00|
|
|
|
1.06000
46500.00|
|
|
|
12720.00|
|
58900.00|
|
|
|
|
MILE|
|
50350.00|
|
|
4672.00|
|
|
875.00000
9625.00|
|
DATE : 04/07/10
PAGE : 004 -6
TABULATION OF BIDS
CALL ORDER
: 004
DIVISION
: 03
10:00 AM
COUNTIES : BLOUNT
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
3 ) 07002
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0380 701C001
22.000 MILE|
636.00000
13992.00|
1246.00000
27412.00|
670.22000
14744.84
|
|
|
0390 701G146
264.000 LF
Stripe (5"Wide)
|
|
4.24000
|
0400 701G154
264.000 LF
Stripe (5" Wide)
|
|
5.00000
|
4.24000
|
0410 701H001
528.000 LF
Solid Traffic Stripe Removed (Plastic)
1119.36|
|
1119.36|
|
1320.00|
|
4.47000
1180.08
4.47000
1180.08
|
5.00000
|
1320.00|
|
|
|
|
1.06000
559.68|
|
1.00000
528.00|
|
1.11000
586.08
0420 703A002
5066.000 SQFT|
A
|
3.45000
17477.70|
|
4.50000
22797.00|
|
3.63000
18389.58
0430 703B002
463.000 SQFT|
3.45000
1597.35|
|
4.50000
2083.50|
|
3.63000
1680.69
0440 703D001
960.000
SQFT|
|
1.06000
1017.60|
|
2.00000
1920.00|
|
1.11000
1065.60
0450 705A030
62.000 EACH|
|
4.24000
262.88|
|
5.50000
341.00|
|
4.47000
277.14
0460 705A031
200.000 EACH|
|
4.24000
848.00|
|
5.50000
1100.00|
|
4.47000
894.00
0470 705A032
523.000 EACH|
Pavement Markers, Class A-H, Type 1-B
|
4.24000
2217.52|
|
5.50000
2876.50|
|
4.47000
2337.81
0480 705A037
914.000 EACH|
Pavement Markers, Class A-H, Type 2-D
|
4.24000
3875.36|
|
5.50000
5027.00|
|
4.47000
4085.58
|
|
DATE : 04/07/10
PAGE : 004 -7
TABULATION OF BIDS
CALL ORDER
: 004
DIVISION
: 03
10:00 AM
COUNTIES : BLOUNT
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
3 ) 07002
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0490 705A038
190.000 EACH|
4.24000
805.60|
5.50000
1045.00|
4.47000
849.30
Pavement Markers, Class A-H, Type 2-E
|
|
|
0500 730H001
Loop Wire
1519.000
LF
|
|
2.30000
3493.70|
|
2.30000
3493.70|
|
2.42000
3675.98
0510 730I001
150.000
Loop Detector Lead-In-Cable
LF
|
|
1.00000
150.00|
|
1.00000
150.00|
|
1.05000
157.50
0520 740B000
Construction Signs
SQFT|
|
7.00000
14182.00|
|
11.75000
23805.50|
|
7.27000
14729.02
SQFT|
|
8.00000
768.00|
|
17.35000
1665.60|
|
7.82000
750.72
0540 740C002
18.000 SQFT|
Special Construction Signs(Motorcycle
|
Plaque)
|
8.00000
144.00|
|
17.35000
312.30|
|
7.82000
140.76
2026.000
0530 740C000
Special Construction Signs
96.000
|
|
0550 740E000
Cones (36 Inches High)
574.000
EACH|
|
10.00000
5740.00|
|
9.00000
5166.00|
|
18.00000
10332.00
0560 740M001
Ballast For Cone
574.000
EACH|
|
5.00000
2870.00|
|
2.35000
1348.90|
|
7.50000
4305.00
1.000
EACH|
|
0.00000
0.00|
|
9331.00000
9331.00|
|
42200.79000
42200.79
0580 741C010
2.000 EACH|
|
Sign Unit
|
2000.00000
4000.00|
|
1207.35000
2414.70|
|
1500.00000
3000.00
0570 740O000
Pilot Car
|
|
SECTION TOTALS
|
$ 1,944,631.98|
$ 2,201,224.37|
$ 2,239,343.71
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,944,631.98|
$ 2,201,224.37|
$ 2,239,343.71
====================================================================================================================================
DATE : 04/07/10
PAGE : 005 -1
VENDOR RANKING
CALL ORDER
: 005
10:00 AM
DIVISION
: 05
CONTRACT TIME : 140
Working Days
on SR-60 from SR-14 at Wedgeworth to SR-69. Length 11.310
mi.
COUNTIES : HALE
(available days)
PROJECT(S) : STMAA-0060(500)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01096
$
3,955,382.51 100.0000%
2
02033
S. T. BUNN CONSTRUCTION COMPANY, INC.
$
4,102,642.14 103.7230%
DATE : 04/07/10
PAGE : 005 -2
TABULATION OF BIDS
CALL ORDER
: 005
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2 ) 02033
|(
)
|S. T. BUNN CONSTRUCTION CO. |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C010
12.000 SQYD|
100.00000
1200.00|
67.28000
807.36|
Removing Concrete Driveway
|
|
|
0020 206D000
Removing Pipe
31.000
LF
|
|
30.00000
930.00|
|
150.00000
4650.00|
|
800.000
LF
|
|
3.00000
2400.00|
|
2.67000
2136.00|
|
14.000
EACH|
|
300.00000
4200.00|
|
224.25000
3139.50|
|
0050 210D021
1960.000
Measurement) (A-4 Or Better)
CUYD|
|
9.50000
18620.00|
|
14.00000
27440.00|
|
0030 206D001
Removing Guardrail
0040 209A000
0060 214A000
|
|
|
94.000
CUYD|
|
40.00000
3760.00|
|
106.79000
10038.26|
|
0070 214B001
114.000
CUYD|
|
40.00000
4560.00|
|
106.79000
12174.06|
|
0080 305B077
6000.000 TON |
|
Miscellaneous Use
|
26.53000
159180.00|
|
25.97000
155820.00|
|
0090 401B100
188586.000 SQYD|
Bituminous Treatment E (With Polymer
|
Additive)
|
1.53000
0100 405A000
Tack Coat
|
288536.58|
|
|
1.75000
|
330025.50|
|
|
9430.000
GAL |
|
4.00000
37720.00|
|
3.00000
28290.00|
|
0110 407B000
12.000
Pavement
MILE|
|
150.00000
1800.00|
|
214.90000
2578.80|
|
|
|
|
DATE : 04/07/10
PAGE : 005 -3
TABULATION OF BIDS
CALL ORDER
: 005
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 408A052
160313.000 SQYD|
1.41000
226041.33|
0.93000
149091.09|
|
|
|
|
|
|
0130 408A054
534.000 SQYD|
|
|
6.30000
0140 408A057
219.000 SQYD|
|
|
14.32000
3364.20|
|
6.00000
|
3136.08|
|
3204.00|
|
|
14.00000
|
3066.00|
|
|
0150 410C000
1.000
EACH|
|
7900.00000
7900.00|
|
5000.00000
5000.00|
|
0160 410H000
EACH|
|
55800.00000
55800.00|
|
33600.00000
33600.00|
|
0170 424A356
8533.000 TON |
|
|
71.19000
607464.27|
|
64.17000
547562.61|
|
1.000
|
0180 424A358
1500.000 TON |
|
|
74.51000
|
0190 424B651
23574.000 TON |
|
Mix, ESAL Range C/D
|
|
55.68000
|
|
|
|
111765.00|
|
64.17000
96255.00|
|
|
|
|
|
1312600.32|
|
57.32000
1351261.68|
|
|
|
|
|
DATE : 04/07/10
PAGE : 005 -4
TABULATION OF BIDS
CALL ORDER
: 005
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 424B655
1000.000 TON |
75.00000
75000.00|
93.25000
93250.00|
|
|
|
|
|
|
|
0210 424B662
566.000 TON |
|
Binder Layer, Widening, 1" Maximum
|
67.50000
|
0220 424B685
247.000 TON |
|
|
120.00000
|
0230 424B693
4717.000 TON |
|
Binder Layer, Widening, 1 1/2" Maximum
|
0240 502A000
Steel Reinforcement
|
61.77000
|
18058.000
77.30000
43751.80|
|
|
|
|
|
29640.00|
|
93.25000
23032.75|
|
|
|
|
|
291369.09|
|
68.50000
323114.50|
|
|
|
|
|
|
|
1.30000
23475.40|
|
1.60000
28892.80|
|
0250 524B011
126.000 CUYD|
Culvert Concrete Extension (Cast In
|
Place)
|
625.00000
78750.00|
|
1300.00000
163800.00|
|
0260 530A101
86.000
(Extension)
LB
38205.00|
|
|
LF
|
|
|
|
50.00000
4300.00|
|
|
|
102.00000
8772.00|
|
|
DATE : 04/07/10
PAGE : 005 -5
TABULATION OF BIDS
CALL ORDER
: 005
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0270 530A102
62.000 LF |
60.00000
3720.00|
107.00000
6634.00|
|
|
|
(Extension)
|
|
|
0280 535A581
205.000 LF
18" Side Drain Pipe (14 Gauge C.C.M.)
(Extension)
|
|
32.00000
|
0290 600A000
Mobilization
6560.00|
|
45.00000
|
9225.00|
|
|
LUMP|
|
190400.00000
190400.00|
|
184000.00000
184000.00|
|
0300 619A002
6.000 EACH|
18" Roadway Pipe End Treatment, Class 1 |
750.00000
4500.00|
|
800.94000
4805.64|
|
0310 619A003
4.000 EACH|
850.00000
3400.00|
|
907.71000
3630.84|
|
0320 619A101
1.000
18" Side Drain Pipe End Treatment,
Class 1
850.00000
850.00|
|
854.32000
854.32|
|
0330 620A000
EACH|
|
|
3.000
CUYD|
|
|
|
900.00000
2700.00|
|
1174.70000
3524.10|
|
|
|
24.00000
21912.00|
|
24.46000
22331.98|
|
EACH|
|
1550.00000
12400.00|
|
1762.04000
14096.32|
|
0360 630C050
10.000 EACH|
|
2200.00000
22000.00|
|
2055.72000
20557.20|
|
26.88000
26880.00|
|
21.00000
21000.00|
|
0340 630A001
913.000 LF
0350 630C003
8.000
0370 650A000
Topsoil
1000.000
CUYD|
|
DATE : 04/07/10
PAGE : 005 -6
TABULATION OF BIDS
CALL ORDER
: 005
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0380 652A100
8.000 ACRE|
600.00000
4800.00|
747.54000
5980.32|
Seeding
|
|
|
0390 656A010
Mulching
ACRE|
|
500.00000
4000.00|
|
747.54000
5980.32|
|
0400 659A036
2000.000 SQYD|
|
(2D)
|
2.50000
5000.00|
|
1.87000
3740.00|
|
0410 665B001
Temporary Mulching
8.000
|
|
16.000
TON |
|
250.00000
4000.00|
|
822.76000
13164.16|
|
1000.000
SQYD|
|
7.00000
7000.00|
|
1.37000
1370.00|
|
0430 665G000
Sand Bags
200.000
EACH|
|
5.00000
1000.00|
|
6.40000
1280.00|
|
0440 665J002
Silt Fence
3000.000
LF
|
|
4.00000
12000.00|
|
4.27000
12810.00|
|
0450 665O001
Silt Fence Removal
3000.000
LF
|
|
1.00000
3000.00|
|
1.60000
4800.00|
|
500.000
LF
|
|
10.00000
5000.00|
|
7.48000
3740.00|
|
0470 698A000
LUMP|
to $ 100,000.00)
|
0.00000
0.00|
|
90000.00000
90000.00|
|
0480 701A227
23.000 MILE|
|
Stripe (5" Wide)
|
2863.65000
0420 665E000
Polyethylene
0460 665Q002
Wattle
|
65863.95|
|
|
|
3027.52000
69632.96|
|
|
DATE : 04/07/10
PAGE : 005 -7
TABULATION OF BIDS
CALL ORDER
: 005
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0490 701A230
11.000 MILE|
2863.65000
31500.15|
3027.52000
33302.72|
|
|
|
Stripe (5" Wide)
|
|
|
0500 701A244
9.000 MILE|
Stripe (5" Wide)
|
1590.00000
14310.00|
|
1681.96000
|
15137.64|
|
|
0510 701C000
25.000
MILE|
|
837.88000
20947.00|
|
885.83000
22145.75|
|
0520 701C001
31.000
MILE|
|
891.00000
27621.00|
|
941.90000
29198.90|
|
4.24000
11872.00|
|
4.49000
12572.00|
|
0530 701G146
2800.000 LF
Stripe (5"Wide)
|
|
|
0540 701G150
1400.000 LF
Broken Yellow, Class W, Type A Traffic
Stripe (5" Wide)
|
|
|
3.18000
|
0550 701H001
2800.000 LF
4452.00|
|
|
3.36000
|
4704.00|
|
|
|
|
0.80000
2240.00|
|
0.84000
2352.00|
|
0560 701H006
1400.000 LF |
Broken Traffic Stripe Removed (Plastic) |
0.80000
1120.00|
|
0.84000
1176.00|
|
0570 703A002
510.000 SQFT|
A
|
4.24000
2162.40|
|
4.49000
2289.90|
|
0580 703D001
1020.000
1.38000
SQFT|
|
|
1407.60|
|
|
1.46000
1489.20|
|
DATE : 04/07/10
PAGE : 005 -8
TABULATION OF BIDS
CALL ORDER
: 005
10:00 AM
DIVISION
: 05
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0590 705A032
302.000 EACH|
4.24000
1280.48|
4.49000
1355.98|
|
|
|
0600 705A037
611.000 EACH|
|
4.24000
2590.64|
|
4.49000
2743.39|
|
0610 740B000
Construction Signs
SQFT|
|
7.42000
9935.38|
|
7.85000
10511.15|
|
SQFT|
|
7.42000
133.56|
|
7.85000
141.30|
|
0630 740C002
6.000 SQFT|
|
Plaque)
|
7.43000
44.58|
|
7.85000
47.10|
|
1339.000
0620 740C000
0640 740D000
Channelizing Drums
18.000
|
|
50.000
EACH|
|
52.00000
2600.00|
|
20.00000
1000.00|
|
250.000
EACH|
|
15.17000
3792.50|
|
2.00000
500.00|
|
0660 740I005
4.000 EACH|
230.00000
920.00|
|
391.06000
1564.24|
|
0650 740E000
0670 740M001
Ballast For Cone
0680 740O000
Pilot Car
250.000
EACH|
|
11.00000
2750.00|
|
2.00000
500.00|
|
1.000
EACH|
|
15000.00000
15000.00|
|
6000.00000
6000.00|
|
SECTION TOTALS
|
$ 3,955,382.51|
$ 4,102,642.14|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 3,955,382.51|
$ 4,102,642.14|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 006 -1
VENDOR RANKING
CALL ORDER
: 006
DIVISION
: 08
CONTRACT TIME :
85
Working Days
RURAL
on SR-154 from one mile west of CR-24 (MP 21.880) to SR-13
(US-43) (MP 29.480) in Thomasville. Length 7.370 mi.
COUNTIES : CLARKE
10:00 AM
(available days)
PROJECT(S) : STMAA-0154(501)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
19100
SOUTHWEST ALABAMA CONSTRUCTION, LLC
$
2,799,521.70 100.0000%
DATE : 04/07/10
PAGE : 006 -2
TABULATION OF BIDS
CALL ORDER
: 006
DIVISION
: 08
10:00 AM
COUNTIES : CLARKE
====================================================================================================================================
|(
1 ) 19100
|(
2 ) 02033
|(
)
|SOUTHWEST ALABAMA CONSTRUCT |S. T. BUNN CONSTRUCTION CO. |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C010
28.000 SQYD|
50.00000
1400.00|
|
|
|
|
0020 209A000
17.000
EACH|
|
50.00000
850.00|
|
|
|
0030 209A001
Mailbox Reset, Double
1.000
EACH|
|
50.00000
50.00|
|
|
|
75.000
CUYD|
|
15.00000
1125.00|
|
|
|
0050 260A003
30.000 CUYD|
Cement Mortar Flowable Backfill, Mix 4 |
275.00000
8250.00|
|
|
|
0060 401B100
118748.000 SQYD|
|
Additive)
|
1.30000
154372.40|
|
|
|
|
|
0070 405A000
Tack Coat
0040 210D000
Borrow Excavation
3729.000
GAL |
|
4.00000
14916.00|
|
|
|
0080 407B000
8.000
Pavement
MILE|
|
500.00000
4000.00|
|
|
|
|
|
96618.60|
|
|
|
|
|
4599.00|
|
|
|
|
|
|
0090 408A051
107354.000 SQYD|
|
|
0.90000
0100 408A052
5110.000 SQYD|
|
|
0.90000
DATE : 04/07/10
PAGE : 006 -3
TABULATION OF BIDS
CALL ORDER
: 006
DIVISION
: 08
10:00 AM
COUNTIES : CLARKE
====================================================================================================================================
|(
1 ) 19100
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 410H000
1.000 EACH|
14000.00000
14000.00|
|
|
|
|
0120 424A360
8705.000 TON |
|
|
|
0130 424B650
12510.000 TON |
|
|
72.00000
|
0140 424B658
1500.000 TON |
|
|
71.00000
|
0150 424B685
1500.000 TON |
|
|
70.00000
|
0160 424C370
2969.000 TON |
|
Layer, Widening, 1" Maximum Aggregate
|
0170 428C000
76338.000 LF
Cutting
71.00000
74.00000
|
|
|
|
0.15000
618055.00|
|
|
|
|
|
|
|
900720.00|
|
|
|
|
|
|
|
106500.00|
|
|
|
|
|
|
|
105000.00|
|
|
|
|
|
|
|
219706.00|
|
|
|
|
|
|
|
11450.70|
|
|
|
|
|
DATE : 04/07/10
PAGE : 006 -4
TABULATION OF BIDS
CALL ORDER
: 006
DIVISION
: 08
10:00 AM
COUNTIES : CLARKE
====================================================================================================================================
|(
1 ) 19100
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 430B043
2200.000 TON |
28.00000
61600.00|
|
Aggregate Surfacing (1" Down, Crusher
|
|
|
Run)
|
|
|
0190 531B008
146.000 LF
123" Span,77"Rise,.109" Plate B.C.C.S.
Structural Plate Arch Pipe(Extension)
|
|
519.50000
|
0200 535B090
36.000
18" Span, 11" Rise Side Drain Pipe
(Class 3 R.C.)
LF
|
|
55.00000
|
0210 600A000
Mobilization
75847.00|
|
|
|
|
|
1980.00|
|
|
|
|
|
LUMP|
|
175000.00000
175000.00|
|
|
|
101.000
CUYD|
|
155.00000
15655.00|
|
|
|
0230 618B004
28.000
Concrete Driveway, 8" Thick
SQYD|
|
85.00000
2380.00|
|
|
|
0240 619B015
2.000 EACH|
|
Treatment, Class 1
|
750.00000
1500.00|
|
|
|
|
|
0250 619B278
2.000 EACH|
123" Span,77" Rise Roadway Pipe End
|
Treatment,Class 1 (Double Line)
|
4000.00000
8000.00|
|
|
|
|
|
0260 619B307
2.000 EACH|
|
Treatment, Class 1 (Triple Line)
|
4000.00000
8000.00|
|
|
|
|
|
0220 613B000
Concrete Block Masonry
DATE : 04/07/10
PAGE : 006 -5
TABULATION OF BIDS
CALL ORDER
: 006
DIVISION
: 08
10:00 AM
COUNTIES : CLARKE
====================================================================================================================================
|(
1 ) 19100
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0270 620A000
15.000 CUYD|
300.00000
4500.00|
|
|
|
|
0280 630A001
950.000 LF
|
|
18.00000
17100.00|
|
|
|
0290 630C050
8.000 EACH|
|
1800.00000
14400.00|
|
|
|
0300 650A000
Topsoil
3.000
CUYD|
|
55.00000
165.00|
|
|
|
0310 652A100
Seeding
1.000
ACRE|
|
400.00000
400.00|
|
|
|
0320 656A010
Mulching
1.000
ACRE|
|
400.00000
400.00|
|
|
|
0330 665E000
Polyethylene
500.000
SQYD|
|
0.80000
400.00|
|
|
|
0340 665G000
Sand Bags
250.000
EACH|
|
5.00000
1250.00|
|
|
|
0350 665J002
Silt Fence
300.000
LF
|
|
5.00000
1500.00|
|
|
|
0360 665O001
Silt Fence Removal
300.000
LF
|
|
3.00000
900.00|
|
|
|
0370 665Q002
Wattle
500.000
LF
|
|
8.00000
4000.00|
|
|
|
LUMP|
|
2500.00000
2500.00|
|
|
|
0390 698A000
LUMP|
to $ 117,000.00)
|
0.00000
0.00|
|
|
|
|
|
0380 680A000
DATE : 04/07/10
PAGE : 006 -6
TABULATION OF BIDS
CALL ORDER
: 006
DIVISION
: 08
10:00 AM
COUNTIES : CLARKE
====================================================================================================================================
|(
1 ) 19100
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0400 701A227
15.000 MILE|
2900.00000
43500.00|
|
|
|
|
Stripe (5" Wide)
|
|
|
0410 701A230
11.000 MILE|
|
Stripe (5" Wide)
|
2900.00000
0420 701A244
4.000 MILE|
Stripe (5" Wide)
|
1650.00000
0430 701B207
37.000 LF
(5" Wide)
|
|
2.00000
|
31900.00|
|
|
|
|
|
6600.00|
|
|
|
|
|
74.00|
|
|
|
|
|
0440 701C002
10.000 MILE|
Broken Temporary Traffic Stripe (Paint) |
820.00000
8200.00|
|
|
|
0450 701C003
33.000 MILE|
Solid Temporary Traffic Stripe (Paint) |
880.00000
29040.00|
|
|
|
0460 703A002
60.000 SQFT|
A
|
5.00000
300.00|
|
|
|
|
|
0470 703B002
160.000 SQFT|
5.00000
800.00|
|
|
|
0480 703D002
120.000
(Paint)
2.00000
240.00|
|
|
|
|
|
SQFT|
|
|
DATE : 04/07/10
PAGE : 006 -7
TABULATION OF BIDS
CALL ORDER
: 006
DIVISION
: 08
10:00 AM
COUNTIES : CLARKE
====================================================================================================================================
|(
1 ) 19100
|(
2
) 02033
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0490 703E002
319.000 SQFT|
2.00000
638.00|
|
Temporary Traffic Control Legends
|
|
|
(Paint)
|
|
|
0500 705A032
159.000 EACH|
|
5.00000
795.00|
|
|
|
0510 705A037
769.000 EACH|
|
5.00000
3845.00|
|
|
|
0520 730H001
Loop Wire
750.000
LF
|
|
5.00000
3750.00|
|
|
|
0530 740B000
Construction Signs
888.000
SQFT|
|
5.00000
4440.00|
|
|
|
32.000
SQFT|
|
5.00000
160.00|
|
|
|
0550 740C002
20.000 SQFT|
|
Plaque)
|
5.00000
100.00|
|
|
|
|
|
0560 740D000
Channelizing Drums
100.000
EACH|
|
5.00000
500.00|
|
|
|
0570 740E000
200.000
EACH|
|
5.00000
1000.00|
|
|
|
0580 740I005
1.000 EACH|
50.00000
50.00|
|
|
|
0540 740C000
0590 740M001
Ballast For Cone
0600 740O000
Pilot Car
200.000
EACH|
|
5.00000
1000.00|
|
|
|
1.000
EACH|
|
3500.00000
3500.00|
|
|
|
SECTION TOTALS
|
$ 2,799,521.70|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 2,799,521.70|
$ 4,102,642.14|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 009 -1
VENDOR RANKING
CALL ORDER
: 009
10:00 AM
DIVISION
: 03
CONTRACT TIME : 160
Working Days
for constructing the Grade, Drainage, Pavement and Signals
on Patton Chapel Road from SR-3 (US-31) to Crayrich Drive in
Hoover. Length 0.698 km
COUNTIES : JEFFERSON
(available days)
PROJECT(S) : STMBH-STPBH-7020(600)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
03114
CORNERSTONE CIVIL CONTRACTORS, LLC
$
1,476,755.07 100.0000%
2
22005
VETERANS LANDSCAPING COMPANY, INC.
$
1,493,158.19 101.1108%
3
09026
ANGELO IAFRATE CONSTRUCTION COMPANY
$
1,524,669.16 103.2446%
4
06034
FORESTRY ENVIRONMENTAL SERVICES, INC.
$
1,608,179.32 108.8995%
5
03104
CARCEL & G. CONSTRUCTION, LLC
$
1,638,401.63 110.9461%
6
18050
RICHARDS & SONS CONSTRUCTION CO., INC.
$
1,653,534.24 111.9708%
7
07003
R. E. GRILLS CONSTRUCTION CO., INC.
$
1,930,692.26 130.7388%
DATE : 04/07/10
PAGE : 009 -2
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2 ) 22005
|(
3 ) 09026
|CORNERSTONE CIVIL CONTRACTO |VETERANS LANDSCAPING COMPAN |ANGELO IAFRATE CONSTRUCTION COM
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002M
LUMP|
20000.00000
20000.00|
20000.00000
20000.00|
18000.00000
18000.00
Clearing And Grubbing (Maximum
|
|
|
Allowable Bid $ 10,000.00 Per
Hectare)(Approximately 2
|
|
|
|
|
|
0020 206C010M
128.000
M2
|
|
7.55000
966.40|
|
4.80000
614.40|
|
16.63000
2128.64
0030 206D000M
Removing Pipe
219.000
M
|
|
34.50000
7555.50|
|
32.80000
7183.20|
|
52.55000
11508.45
0040 206D003M
Removing Curb And Gutter
240.000
M
|
|
9.30000
2232.00|
|
13.35000
3204.00|
|
20.03000
4807.20
0050 206D008M
Removing Retaining Wall
17.000
M
|
|
40.00000
680.00|
|
33.50000
569.50|
|
370.09000
6291.53
395.000
M
|
|
3.00000
1185.00|
|
6.89000
2721.55|
|
6.82000
2693.90
0060 206D011M
Removing Fence
0070 209A000M
8.000
EACH|
|
145.00000
1160.00|
|
87.90000
703.20|
|
278.95000
2231.60
0080 209A002M
Mailbox Reset, Multiple
1.000
EACH|
|
225.00000
225.00|
|
175.80000
175.80|
|
406.76000
406.76
0090 210A000M
9605.000
M3
|
|
6.75000
64833.75|
|
9.81000
94225.05|
|
15.00000
144075.00
695.000
M3
|
|
16.65000
11571.75|
|
11.80000
8201.00|
|
23.00000
15985.00
1427.000
M3
|
|
10.00000
14270.00|
|
12.24000
17466.48|
|
11.09000
15825.43
0100 210D000M
Borrow Excavation
0110 214A000M
DATE : 04/07/10
PAGE : 009 -3
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 214B001M
418.000 M3 |
33.65000
14065.70|
52.44000
21919.92|
57.37000
23980.66
|
|
|
0130 230A000M
Roadbed Processing
15.000
RBST|
|
490.00000
7350.00|
|
2997.50000
44962.50|
|
697.01000
10455.15
0140 301A012M
400.000 M2 |
Plant Mixed, 150 mm Compacted Thickness
|
8.15000
3260.00|
|
41.33000
16532.00|
|
17.97000
7188.00
0150 405A000M
Tack Coat
160.000
0160 407B000M
1.000
Pavement
|
|
L
|
|
5.50000
880.00|
|
2.20000
352.00|
|
1.89000
302.40
KM
|
|
550.00000
550.00|
|
450.46000
450.46|
|
386.99000
386.99
96.17000
103190.41
795.42000
2386.26
81.71000
179516.87
|
0170 424A360M
1073.000 MTON|
|
Surface Layer,12.5 mm Maximum Aggregate
|
|
105.00000
|
0180 424A366M
3.000 MTON|
|
Surface Layer, Leveling, 12.5 mm
Maximum Aggregate Size Mix, ESAL Range |
C/D
|
850.00000
|
0190 424B651M
2197.000 MTON|
|
Binder Layer, 25.0 mm Maximum Aggregate
|
|
100.00000
112665.00|
|
|
111.95000
120122.35|
|
|
|
|
|
2550.00|
|
925.88000
2777.64|
|
|
|
|
|
|
|
219700.00|
|
95.12000
208978.64|
|
|
|
|
|
DATE : 04/07/10
PAGE : 009 -4
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 424B659M
10.000 MTON|
350.00000
3500.00|
311.04000
3110.40|
267.21000
2672.10
|
|
|
Binder Layer, Leveling, 25.0 mm Maximum
|
|
|
|
0210 424C360M
3840.000 MTON|
|
Layer, 25.0 mm Maximum Aggregate Size
Mix, ESAL Range C/D
|
100.00000
|
0220 430B012M
250.000 MTON|
Aggregate Surfacing (ALDOT #410 Or #467 |
0230 529A010M
Retaining Wall
|
12.000
384000.00|
|
|
82.02000
314956.80|
|
|
|
|
|
70.46000
270566.40
19.85000
4962.50|
|
29.76000
7440.00|
|
39.69000
9922.50
M2
|
|
650.00000
7800.00|
|
473.76000
5685.12|
|
548.49000
6581.88
0240 530A001M
29.000
450 mm Roadway Pipe (Class 3 R.C.)
M
|
|
96.25000
2791.25|
|
105.42000
3057.18|
|
147.05000
4264.45
0250 530A002M
55.000
M
|
|
127.70000
7023.50|
|
139.06000
7648.30|
|
207.02000
11386.10
0260 530A100M
2.000
(Extension)
M
|
|
196.55000
393.10|
|
115.17000
230.34|
|
573.32000
1146.64
|
|
|
0270 533A098M
346.000 M
450 mm Storm Sewer Pipe (Class 3 R.C.)
|
|
96.55000
33406.30|
|
105.03000
36340.38|
|
147.10000
50896.60
0280 533A099M
36.000 M
|
|
129.50000
4662.00|
|
134.94000
4857.84|
|
208.14000
7493.04
0290 535A001M
450 mm Side Drain Pipe
|
|
106.50000
8413.50|
|
131.67000
10401.93|
|
148.98000
11769.42
79.000
M
DATE : 04/07/10
PAGE : 009 -5
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 600A000M
LUMP|
80000.00000
80000.00| 106138.61000
106138.61| 131000.00000
131000.00
Mobilization
|
|
|
0310 601A000M
1.000 EACH|
|
Laboratories
|
0320 602A000M
Right Of Way Markers
11000.00000
11000.00|
|
5813.94000
|
5813.94|
|
16763.49000
16763.49
|
65.000
EACH|
|
110.00000
7150.00|
|
126.75000
8238.75|
|
308.45000
20049.25
0330 603A002M
1.000
Furnishing Type 3 Field Office
EACH|
|
22000.00000
22000.00|
|
11773.44000
11773.44|
|
16763.49000
16763.49
0340 606A000M
150 mm Underdrain Pipe
100.000
M
|
|
36.35000
3635.00|
|
37.36000
3736.00|
|
88.65000
8865.00
0350 610C001M
Loose Riprap, Class 2
292.000
MTON|
|
28.70000
8380.40|
|
28.05000
8190.60|
|
56.63000
16535.96
0360 610D003M
216.000
Filter Blanket, Geotextile
M2
|
|
2.50000
540.00|
|
3.15000
680.40|
|
5.13000
1108.08
0370 618A000M
624.000
Concrete Sidewalk, 100 mm Thick
M2
|
|
56.00000
34944.00|
|
40.43000
25228.32|
|
63.94000
39898.56
0380 618B003M
108.000
Concrete Driveway, 150 mm Thick
(Includes Wire Mesh)
M2
|
|
60.00000
6480.00|
|
56.60000
6112.80|
|
73.79000
7969.32
1167.17000
7003.02
1393.00000
4179.00
0390 619A002M
6.000
450 mm Roadway Pipe End Treatment,
Class 1
0400 619A003M
3.000
Class 1
|
EACH|
|
|
900.00000
|
EACH|
|
|
5400.00|
|
|
693.00000
|
950.00000
2850.00|
|
|
4158.00|
|
|
750.75000
2252.25|
|
|
DATE : 04/07/10
PAGE : 009 -6
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0410 619A101M
10.000 EACH|
1000.00000
10000.00|
693.00000
6930.00|
1167.17000
11671.70
450 mm Side Drain Pipe End Treatment,
|
|
|
Class 1
|
|
|
0420 620A000M
|
|
1600.00000
1600.00|
|
1097.25000
1097.25|
|
1847.10000
1847.10
0430 621A011M
2.000
Junction Boxes, Type 1 Or 1P
EACH|
|
2250.00000
4500.00|
|
2772.00000
5544.00|
|
1880.00000
3760.00
0440 621C015M
11.000
Inlets, Type S1 Or S3 (1 Wing)
EACH|
|
2500.00000
27500.00|
|
2829.75000
31127.25|
|
2068.00000
22748.00
0450 621C017M
5.000
EACH|
|
2750.00000
13750.00|
|
3003.00000
15015.00|
|
2256.00000
11280.00
0460 621C027M
Inlets, Type C
3.000
EACH|
|
2400.00000
7200.00|
|
2598.75000
7796.25|
|
1974.00000
5922.00
0470 621D002M
Inlet Units, Type C
1.000
EACH|
|
675.00000
675.00|
|
519.75000
519.75|
|
564.00000
564.00
10.000
EACH|
|
775.00000
7750.00|
|
519.75000
5197.50|
|
658.00000
6580.00
0480 621D015M
Inlet Units, Type S1 Or S3
1.000
M3
0490 623A001M
Concrete Gutter (Valley)
125.000
M
|
|
77.50000
9687.50|
|
75.79000
9473.75|
|
64.77000
8096.25
0500 623B002M
Concrete Curb, Type A
106.000
M
|
|
42.50000
4505.00|
|
45.10000
4780.60|
|
38.54000
4085.24
0510 623C000M
1587.000
M
|
|
37.50000
59512.50|
|
37.79000
59972.73|
|
35.64000
56560.68
0520 630A001M
16.000 M
|
|
98.00000
1568.00|
|
94.05000
1504.80|
|
80.37000
1285.92
0530 635A002M
361.000
Woven Wire Fence (Wood Post)
|
|
43.00000
15523.00|
|
34.12000
12317.32|
|
37.60000
13573.60
M
DATE : 04/07/10
PAGE : 009 -7
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 650B000M
210.000 M3 |
9.50000
1995.00|
4.88000
1024.80|
8.75000
1837.50
Topsoil From Stockpiles
|
|
|
0550 652A100M
Seeding
2.000
HA
|
|
2100.00000
4200.00|
|
2283.44000
4566.88|
|
1858.38000
3716.76
0560 652C000M
Mowing
1.000
HA
|
|
550.00000
550.00|
|
285.29000
285.29|
|
232.18000
232.18
172.000
M2
|
|
5.50000
946.00|
|
6.93000
1191.96|
|
5.64000
970.08
1.000
HA
|
|
2100.00000
2100.00|
|
1998.15000
1998.15|
|
1626.20000
1626.20
0590 659A034M
500.000 M2
(2B)
|
|
2.50000
1250.00|
|
2.66000
1330.00|
|
2.16000
1080.00
0570 654A001M
0580 656A010M
Mulching
|
|
|
0600 665A000M
Temporary Seeding
1.000
HA
|
|
2100.00000
2100.00|
|
1998.15000
1998.15|
|
1626.20000
1626.20
0610 665B000M
Temporary Mulching
1.000
HA
|
|
2100.00000
2100.00|
|
1998.15000
1998.15|
|
1626.20000
1626.20
0620 665J002M
Silt Fence
1566.000
M
|
|
15.00000
23490.00|
|
11.78000
18447.48|
|
9.59000
15017.94
0630 665O001M
Silt Fence Removal
1566.000
M
|
|
5.87000
9192.42|
|
4.79000
7501.14|
|
3.90000
6107.40
68.000
M
|
|
22.00000
1496.00|
|
30.32000
2061.76|
|
24.68000
1678.24
1.000
HA
|
|
115.00000
115.00|
|
213.68000
213.68|
|
173.90000
173.90
0660 698A000M
LUMP|
To $ $113,000.00)
|
15000.00000
15000.00|
|
0.00000
0.00|
|
30000.00000
30000.00
0640 665Q002M
Wattle
0650 666A001M
|
|
DATE : 04/07/10
PAGE : 009 -8
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0670 701A231M
1.000 KM |
1800.00000
1800.00|
1632.40000
1632.40|
1200.00000
1200.00
|
|
|
Stripe
|
|
|
0680 701A235M
2.000 KM
Stripe
|
|
1800.00000
|
0690 701A240M
1.000 KM
Stripe
|
|
|
|
1632.40000
|
1800.00000
|
0700 701A245M
1.000 KM
Broken Yellow, Class 2, Type A Traffic
Stripe
3600.00|
|
1800.00|
|
|
1800.00|
|
1200.00000
2400.00
840.00000
840.00
840.00000
840.00
|
1049.40000
|
1800.00000
3264.80|
|
1049.40|
|
|
1049.40000
|
1049.40|
|
|
0710 701B205M
168.000 M
|
|
2.50000
420.00|
|
3.30000
554.40|
|
1.00000
168.00
0720 701C003M
3.000 KM
Solid Temporary Traffic Stripe (Paint)
|
|
875.00000
2625.00|
|
466.40000
1399.20|
|
650.00000
1950.00
0730 701D008M
1.000 KM
|
|
3600.00000
3600.00|
|
1585.76000
1585.76|
|
600.00000
600.00
0740 703A002M
301.000 M2 |
A
|
6.25000
1881.25|
|
56.10000
16886.10|
|
36.00000
10836.00
0750 703B002M
9.000 M2
Traffic Control Legends, Class 2, Type
|
|
6.25000
56.25|
|
56.10000
504.90|
|
36.00000
324.00
0760 703D001M
100.000
|
|
2.00000
200.00|
|
18.70000
1870.00|
|
6.50000
650.00
M2
|
|
DATE : 04/07/10
PAGE : 009 -9
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0770 705A023M
64.000 EACH|
5.50000
352.00|
6.05000
387.20|
3.00000
192.00
Pavement Markers, Class C, Type 2-D
|
|
|
0780 705A031M
24.000 EACH|
|
6.50000
156.00|
|
6.05000
145.20|
|
3.00000
72.00
0790 705A032M
36.000 EACH|
|
6.50000
234.00|
|
6.05000
217.80|
|
3.00000
108.00
0800 705A037M
443.000 EACH|
|
6.50000
2879.50|
|
6.05000
2680.15|
|
3.00000
1329.00
0810 705A038M
36.000 EACH|
|
6.50000
234.00|
|
6.05000
217.80|
|
3.00000
108.00
0820 710A115M
4.000 M2 |
Class 4, Alum Flat Sign Panels 2.032 mm |
Thick Or Steel Flat Sign Panels 1.897
mm Thick (Ty III Or Ty IV Background)
|
425.00000
1700.00|
|
462.00000
1848.00|
|
312.75000
1251.00
1692.00000
1692.00
5170.00000
5170.00
2068.00000
8272.00
|
0830 730A012M
LUMP|
|
Unit (Partial) ( Patton Chapel Rd @ US
Hwy 31)
|
1800.00000
|
0840 730C000M
LUMP|
|
Control Unit ( Partial)(Patton Chapel
Rd @ US Hwy 31)
|
6000.00000
|
0850 730E000M
4.000 EACH|
|
2300.00000
|
|
|
|
1800.00|
|
2114.20000
2114.20|
|
|
|
|
|
6000.00|
|
4364.80000
4364.80|
|
|
|
|
|
9200.00|
|
2229.70000
8918.80|
|
DATE : 04/07/10
PAGE : 009 -10
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0860 730G000M
4.000 EACH|
5750.00000
23000.00|
6602.20000
26408.80|
4935.00000
19740.00
Traffic Signal Strain Pole
|
|
|
0870 730H001M
Loop Wire
950.000
M
|
|
8.50000
8075.00|
|
9.63000
9148.50|
|
7.71000
7324.50
0880 730I001M
1040.000
M
|
|
4.00000
4160.00|
|
2.97000
3088.80|
|
3.53000
3671.20
0890 730J010M
12.000
EACH|
|
175.00000
2100.00|
|
201.30000
2415.60|
|
159.80000
1917.60
7.000
EACH|
|
300.00000
2100.00|
|
317.90000
2225.30|
|
263.20000
1842.40
0900 730K000M
0910 730L002M
27 mm, Metallic, Conduit
10.000
M
|
|
15.00000
150.00|
|
21.62000
216.20|
|
13.16000
131.60
0920 730L005M
220.000
53 mm, Non-Metallic, Conduit
M
|
|
20.00000
4400.00|
|
19.03000
4186.60|
|
17.58000
3867.60
0930 730P022M
7.000
Vehicular Signal Head, 300 mm, 3
Section, Type LED
EACH|
|
775.00000
5425.00|
|
870.10000
6090.70|
|
653.30000
4573.10
1099.80000
1099.80
|
0940 730P024M
1.000
Section, Type LED
0950 740B000M
Construction Signs
0960 740C000M
0970 740D000M
Channelizing Drums
EACH|
|
|
1250.00000
|
1250.00|
|
|
1394.80000
|
1394.80|
|
|
52.000
M2
|
|
85.00000
4420.00|
|
92.40000
4804.80|
|
69.96000
3637.92
5.000
M2
|
|
100.00000
500.00|
|
103.95000
519.75|
|
69.96000
349.80
EACH|
|
45.00000
13500.00|
|
48.51000
14553.00|
|
46.00000
13800.00
300.000
DATE : 04/07/10
PAGE : 009 -11
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 03114
|(
2
) 22005
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0980 740E000M
100.000 EACH|
19.00000
1900.00|
20.79000
2079.00|
25.00000
2500.00
Cones (900 mm High)
|
|
|
0990 740F002M
EACH|
|
200.00000
2000.00|
|
213.68000
2136.80|
|
170.00000
1700.00
1000 740I005M
5.000 EACH|
425.00000
2125.00|
|
462.00000
2310.00|
|
325.00000
1625.00
EACH|
|
10.00000
1000.00|
|
11.55000
1155.00|
|
5.00000
500.00
1020 741C010M
2.000 EACH|
|
Sign Unit
|
2700.00000
5400.00|
|
2887.50000
5775.00|
|
2557.50000
5115.00
94.00000
1410.00
1010 740M001M
Ballast For Cone
10.000
100.000
1030 756A021M
15.000 M
78 mm Electrical Conduit, 1 Line, Type
5 Installation
|
|
|
|
105.00000
1575.00|
|
|
|
190.30000
2854.50|
|
|
SECTION TOTALS
|
$ 1,476,755.07|
$ 1,493,158.19|
$ 1,524,669.16
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,476,755.07|
$ 1,493,158.19|
$ 1,524,669.16
====================================================================================================================================
DATE : 04/07/10
PAGE : 009 -12
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|FORESTRY ENVIRONMENTAL SERV |CARCEL & G. CONSTRUCTION, L |RICHARDS & SONS CONSTRUCTION CO
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002M
LUMP|
14960.13000
14960.13|
20000.00000
20000.00|
20000.00000
20000.00
|
|
|
|
|
|
|
|
|
0020 206C010M
128.000
M2
|
|
19.85000
2540.80|
|
19.00000
2432.00|
|
8.00000
1024.00
0030 206D000M
Removing Pipe
219.000
M
|
|
30.44000
6666.36|
|
20.50000
4489.50|
|
15.00000
3285.00
0040 206D003M
240.000
M
|
|
26.42000
6340.80|
|
17.00000
4080.00|
|
8.00000
1920.00
0050 206D008M
17.000
M
|
|
162.33000
2759.61|
|
35.20000
598.40|
|
25.00000
425.00
395.000
M
|
|
7.89000
3116.55|
|
8.90000
3515.50|
|
7.50000
2962.50
0060 206D011M
Removing Fence
0070 209A000M
8.000
EACH|
|
205.98000
1647.84|
|
275.00000
2200.00|
|
175.00000
1400.00
0080 209A002M
1.000
EACH|
|
241.71000
241.71|
|
450.00000
450.00|
|
315.00000
315.00
0090 210A000M
9605.000
M3
|
|
13.59000
130531.95|
|
15.20000
145996.00|
|
8.50000
81642.50
695.000
M3
|
|
14.08000
9785.60|
|
26.50000
18417.50|
|
13.90000
9660.50
1427.000
M3
|
|
18.27000
26071.29|
|
12.35000
17623.45|
|
8.00000
11416.00
0100 210D000M
Borrow Excavation
0110 214A000M
DATE : 04/07/10
PAGE : 009 -13
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 214B001M
418.000 M3 |
40.91000
17100.38|
37.00000
15466.00|
39.00000
16302.00
|
|
|
0130 230A000M
Roadbed Processing
RBST|
|
2890.15000
43352.25|
|
450.00000
6750.00|
|
1165.00000
17475.00
0140 301A012M
400.000 M2 |
|
10.53000
4212.00|
|
8.10000
3240.00|
|
16.25000
6500.00
0150 405A000M
Tack Coat
15.000
160.000
0160 407B000M
1.000
Pavement
|
|
L
|
|
2.12000
339.20|
|
5.20000
832.00|
|
5.63000
900.80
KM
|
|
434.32000
434.32|
|
525.00000
525.00|
|
395.00000
395.00
103.95000
111538.35
819.00000
2457.00
95.61000
210055.17
|
0170 424A360M
1073.000 MTON|
|
|
|
107.94000
|
0180 424A366M
3.000 MTON|
|
C/D
|
892.72000
|
0190 424B651M
2197.000 MTON|
|
|
|
91.71000
115819.62|
|
|
104.00000
111592.00|
|
|
|
|
|
2678.16|
|
810.00000
2430.00|
|
|
|
|
|
|
|
201486.87|
|
93.30000
204980.10|
|
|
|
|
|
DATE : 04/07/10
PAGE : 009 -14
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 424B659M
10.000 MTON|
299.89000
2998.90|
330.00000
3300.00|
328.00000
3280.00
|
|
|
|
|
|
|
0210 424C360M
3840.000 MTON|
|
Mix, ESAL Range C/D
|
79.08000
|
0220 430B012M
250.000 MTON|
0230 529A010M
Retaining Wall
|
12.000
303667.20|
|
|
92.50000
355200.00|
|
|
|
|
|
80.29000
308313.60
23.47000
5867.50|
|
28.50000
7125.00|
|
34.67000
8667.50
M2
|
|
477.04000
5724.48|
|
450.00000
5400.00|
|
650.00000
7800.00
0240 530A001M
29.000
M
|
|
122.94000
3565.26|
|
127.00000
3683.00|
|
140.15000
4064.35
0250 530A002M
55.000
M
|
|
146.22000
8042.10|
|
151.00000
8305.00|
|
144.97000
7973.35
0260 530A100M
2.000
(Extension)
M
|
|
122.90000
245.80|
|
149.00000
298.00|
|
118.72000
237.44
|
|
|
0270 533A098M
346.000 M
|
|
122.88000
42516.48|
|
125.00000
43250.00|
|
140.15000
48491.90
0280 533A099M
36.000 M
|
|
145.97000
5254.92|
|
139.00000
5004.00|
|
144.96000
5218.56
0290 535A001M
|
|
123.37000
9746.23|
|
111.00000
8769.00|
|
131.53000
10390.87
79.000
M
DATE : 04/07/10
PAGE : 009 -15
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 600A000M
LUMP| 122833.53000
122833.53| 105000.00000
105000.00| 158637.00000
158637.00
Mobilization
|
|
|
0310 601A000M
1.000 EACH|
|
Laboratories
|
0320 602A000M
11499.20000
11499.20|
|
15000.00000
|
15000.00|
|
63074.00000
63074.00
|
65.000
EACH|
|
164.60000
10699.00|
|
205.00000
13325.00|
|
192.00000
12480.00
0330 603A002M
1.000
EACH|
|
17070.18000
17070.18|
|
26000.00000
26000.00|
|
6433.00000
6433.00
0340 606A000M
100.000
M
|
|
41.19000
4119.00|
|
43.00000
4300.00|
|
36.00000
3600.00
0350 610C001M
292.000
MTON|
|
31.33000
9148.36|
|
34.00000
9928.00|
|
32.99000
9633.08
0360 610D003M
216.000
M2
|
|
3.32000
717.12|
|
3.10000
669.60|
|
2.50000
540.00
0370 618A000M
624.000
M2
|
|
37.12000
23162.88|
|
39.40000
24585.60|
|
61.98000
38675.52
0380 618B003M
108.000
M2
|
|
51.97000
5612.76|
|
59.50000
6426.00|
|
45.00000
4860.00
575.00000
3450.00
675.00000
2025.00
0390 619A002M
6.000
Class 1
0400 619A003M
3.000
Class 1
|
EACH|
|
|
768.10000
|
EACH|
|
|
4608.60|
|
|
1850.00000
|
821.13000
2463.39|
|
|
11100.00|
|
|
2150.00000
6450.00|
|
|
DATE : 04/07/10
PAGE : 009 -16
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0410 619A101M
10.000 EACH|
768.10000
7681.00|
1750.00000
17500.00|
575.00000
5750.00
|
|
|
Class 1
|
|
|
0420 620A000M
|
|
1113.64000
1113.64|
|
920.00000
920.00|
|
325.00000
325.00
0430 621A011M
2.000
EACH|
|
2545.45000
5090.90|
|
3600.00000
7200.00|
|
1461.00000
2922.00
0440 621C015M
11.000
EACH|
|
2598.48000
28583.28|
|
3450.00000
37950.00|
|
2762.00000
30382.00
0450 621C017M
5.000
EACH|
|
2757.58000
13787.90|
|
3650.00000
18250.00|
|
2875.00000
14375.00
0460 621C027M
Inlets, Type C
3.000
EACH|
|
2386.36000
7159.08|
|
3820.00000
11460.00|
|
1416.00000
4248.00
0470 621D002M
Inlet Units, Type C
1.000
EACH|
|
477.27000
477.27|
|
420.00000
420.00|
|
798.81000
798.81
10.000
EACH|
|
477.27000
4772.70|
|
460.00000
4600.00|
|
1126.00000
11260.00
0480 621D015M
1.000
M3
0490 623A001M
125.000
M
|
|
29.30000
3662.50|
|
73.00000
9125.00|
|
67.61000
8451.25
0500 623B002M
106.000
M
|
|
31.15000
3301.90|
|
46.50000
4929.00|
|
42.09000
4461.54
0510 623C000M
1587.000
M
|
|
36.62000
58115.94|
|
43.00000
68241.00|
|
45.25000
71811.75
0520 630A001M
16.000 M
|
|
90.69000
1451.04|
|
90.63000
1450.08|
|
96.35000
1541.60
0530 635A002M
361.000
|
|
18.13000
6544.93|
|
41.00000
14801.00|
|
45.07000
16270.27
M
DATE : 04/07/10
PAGE : 009 -17
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 650B000M
210.000 M3 |
16.99000
3567.90|
15.20000
3192.00|
3.91000
821.10
|
|
|
0550 652A100M
Seeding
2.000
HA
|
|
1820.23000
3640.46|
|
2010.00000
4020.00|
|
1831.00000
3662.00
0560 652C000M
Mowing
1.000
HA
|
|
179.24000
179.24|
|
550.00000
550.00|
|
275.00000
275.00
172.000
M2
|
|
3.72000
639.84|
|
5.70000
980.40|
|
6.75000
1161.00
1.000
HA
|
|
965.15000
965.15|
|
2010.00000
2010.00|
|
1831.00000
1831.00
0590 659A034M
500.000 M2
(2B)
|
|
1.41000
705.00|
|
2.90000
1450.00|
|
3.25000
1625.00
0570 654A001M
0580 656A010M
Mulching
|
|
|
0600 665A000M
Temporary Seeding
1.000
HA
|
|
1278.14000
1278.14|
|
2010.00000
2010.00|
|
1521.27000
1521.27
0610 665B000M
Temporary Mulching
1.000
HA
|
|
965.15000
965.15|
|
2010.00000
2010.00|
|
1521.27000
1521.27
0620 665J002M
Silt Fence
1566.000
M
|
|
8.46000
13248.36|
|
15.30000
23959.80|
|
11.08000
17351.28
0630 665O001M
Silt Fence Removal
1566.000
M
|
|
1.91000
2991.06|
|
4.80000
7516.80|
|
3.92000
6138.72
68.000
M
|
|
12.60000
856.80|
|
22.50000
1530.00|
|
24.85000
1689.80
1.000
HA
|
|
68.94000
68.94|
|
58.00000
58.00|
|
208.47000
208.47
0660 698A000M
LUMP|
To $ $113,000.00)
|
112424.24000
112424.24|
|
30000.00000
30000.00|
|
89730.00000
89730.00
0640 665Q002M
Wattle
0650 666A001M
|
|
DATE : 04/07/10
PAGE : 009 -18
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0670 701A231M
1.000 KM |
1484.85000
1484.85|
1484.00000
1484.00|
1577.00000
1577.00
|
|
|
Stripe
|
|
|
0680 701A235M
2.000 KM
Stripe
|
|
1484.85000
|
0690 701A240M
1.000 KM
Stripe
|
|
|
|
1484.00000
|
954.55000
|
0700 701A245M
1.000 KM
Stripe
2969.70|
|
954.55|
|
|
954.55|
|
1577.00000
3154.00
1014.18000
1014.18
1014.18000
1014.18
|
954.00000
|
954.55000
2968.00|
|
954.00|
|
|
954.00000
|
954.00|
|
|
0710 701B205M
168.000 M
|
|
3.18000
534.24|
|
3.30000
554.40|
|
3.38000
567.84
0720 701C003M
3.000 KM
|
|
424.24000
1272.72|
|
420.00000
1260.00|
|
450.75000
1352.25
0730 701D008M
1.000 KM
|
|
1442.42000
1442.42|
|
1430.00000
1430.00|
|
1532.24000
1532.24
0740 703A002M
301.000 M2 |
A
|
51.44000
15483.44|
|
51.50000
15501.50|
|
54.65000
16449.65
0750 703B002M
9.000 M2
|
|
51.44000
462.96|
|
51.50000
463.50|
|
54.65000
491.85
0760 703D001M
100.000
|
|
16.97000
1697.00|
|
18.00000
1800.00|
|
18.03000
1803.00
M2
|
|
DATE : 04/07/10
PAGE : 009 -19
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0770 705A023M
64.000 EACH|
5.30000
339.20|
5.50000
352.00|
5.80000
371.20
|
|
|
0780 705A031M
24.000 EACH|
|
5.30000
127.20|
|
5.50000
132.00|
|
5.80000
139.20
0790 705A032M
36.000 EACH|
|
5.30000
190.80|
|
5.50000
198.00|
|
5.80000
208.80
0800 705A037M
443.000 EACH|
|
5.30000
2347.90|
|
5.50000
2436.50|
|
5.80000
2569.40
0810 705A038M
36.000 EACH|
|
5.30000
190.80|
|
5.50000
198.00|
|
5.80000
208.80
0820 710A115M
4.000 M2 |
|
446.57000
1786.28|
|
440.00000
1760.00|
|
423.00000
1692.00
5972.39000
5972.39
5972.39000
5972.39
2986.20000
11944.80
|
0830 730A012M
LUMP|
|
Hwy 31)
|
2038.48000
|
0840 730C000M
LUMP|
|
Rd @ US Hwy 31)
|
4208.48000
|
0850 730E000M
4.000 EACH|
|
2149.89000
|
|
|
|
2038.48|
|
2200.00000
2200.00|
|
|
|
|
|
4208.48|
|
5900.00000
5900.00|
|
|
|
|
|
8599.56|
|
2350.00000
9400.00|
|
DATE : 04/07/10
PAGE : 009 -20
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0860 730G000M
4.000 EACH|
6365.76000
25463.04|
5450.00000
21800.00|
5076.53000
20306.12
|
|
|
0870 730H001M
Loop Wire
950.000
M
|
|
9.28000
8816.00|
|
8.60000
8170.00|
|
7.88000
7486.00
0880 730I001M
1040.000
M
|
|
2.87000
2984.80|
|
4.10000
4264.00|
|
3.94000
4097.60
0890 730J010M
12.000
EACH|
|
194.09000
2329.08|
|
182.00000
2184.00|
|
179.17000
2150.04
7.000
EACH|
|
306.52000
2145.64|
|
293.00000
2051.00|
|
597.24000
4180.68
0900 730K000M
0910 730L002M
10.000
M
|
|
20.84000
208.40|
|
14.90000
149.00|
|
17.32000
173.20
0920 730L005M
220.000
M
|
|
18.35000
4037.00|
|
19.90000
4378.00|
|
21.80000
4796.00
0930 730P022M
7.000
Section, Type LED
EACH|
|
838.94000
5872.58|
|
720.00000
5040.00|
|
925.72000
6480.04
1481.15000
1481.15
|
0940 730P024M
1.000
Section, Type LED
0950 740B000M
Construction Signs
0960 740C000M
0970 740D000M
Channelizing Drums
EACH|
|
|
1344.85000
|
1344.85|
|
|
1490.00000
|
1490.00|
|
|
52.000
M2
|
|
89.31000
4644.12|
|
88.00000
4576.00|
|
88.46000
4599.92
5.000
M2
|
|
100.48000
502.40|
|
97.00000
485.00|
|
101.42000
507.10
EACH|
|
46.89000
14067.00|
|
46.00000
13800.00|
|
47.33000
14199.00
300.000
DATE : 04/07/10
PAGE : 009 -21
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 06034
|(
5
) 03104
|(
6 ) 18050
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0980 740E000M
100.000 EACH|
20.10000
2010.00|
18.75000
1875.00|
20.28000
2028.00
Cones (900 mm High)
|
|
|
0990 740F002M
EACH|
|
206.54000
2065.40|
|
260.00000
2600.00|
|
208.47000
2084.70
1000 740I005M
5.000 EACH|
446.57000
2232.85|
|
435.00000
2175.00|
|
450.75000
2253.75
EACH|
|
11.16000
1116.00|
|
11.00000
1100.00|
|
11.27000
1127.00
1020 741C010M
2.000 EACH|
|
Sign Unit
|
2791.07000
5582.14|
|
2750.00000
5500.00|
|
3380.60000
6761.20
209.03000
3135.45
1010 740M001M
Ballast For Cone
10.000
100.000
1030 756A021M
15.000 M
5 Installation
|
|
|
|
183.48000
2752.20|
|
|
|
130.00000
1950.00|
|
|
SECTION TOTALS
|
$ 1,608,179.32|
$ 1,638,401.63|
$ 1,653,534.24
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,608,179.32|
$ 1,638,401.63|
$ 1,653,534.24
====================================================================================================================================
DATE : 04/07/10
PAGE : 009 -22
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|R.E. GRILLS CONSTRUCTION CO |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002M
LUMP|
20000.00000
20000.00|
|
|
|
|
|
|
|
|
|
|
0020 206C010M
128.000
M2
|
|
4.30000
550.40|
|
|
|
0030 206D000M
Removing Pipe
219.000
M
|
|
39.00000
8541.00|
|
|
|
0040 206D003M
240.000
M
|
|
27.00000
6480.00|
|
|
|
0050 206D008M
17.000
M
|
|
21.00000
357.00|
|
|
|
395.000
M
|
|
10.00000
3950.00|
|
|
|
0060 206D011M
Removing Fence
0070 209A000M
8.000
EACH|
|
140.00000
1120.00|
|
|
|
0080 209A002M
1.000
EACH|
|
244.00000
244.00|
|
|
|
0090 210A000M
9605.000
M3
|
|
11.90000
114299.50|
|
|
|
695.000
M3
|
|
28.50000
19807.50|
|
|
|
1427.000
M3
|
|
16.60000
23688.20|
|
|
|
0100 210D000M
Borrow Excavation
0110 214A000M
DATE : 04/07/10
PAGE : 009 -23
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 214B001M
418.000 M3 |
48.50000
20273.00|
|
|
|
|
0130 230A000M
Roadbed Processing
15.000
RBST|
|
500.00000
7500.00|
|
|
|
0140 301A012M
400.000 M2 |
|
9.50000
3800.00|
|
|
|
|
|
0150 405A000M
Tack Coat
160.000
0160 407B000M
1.000
Pavement
L
|
|
2.50000
400.00|
|
|
|
KM
|
|
518.00000
518.00|
|
|
|
|
|
138202.40|
|
|
|
|
|
|
|
3195.00|
|
|
|
|
|
|
|
|
|
240461.65|
|
|
|
|
|
|
|
|
0170 424A360M
1073.000 MTON|
|
|
128.80000
|
0180 424A366M
3.000 MTON|
|
C/D
|
1065.00000
|
0190 424B651M
2197.000 MTON|
|
|
|
109.45000
DATE : 04/07/10
PAGE : 009 -24
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 424B659M
10.000 MTON|
357.95000
3579.50|
|
|
|
|
|
|
|
|
0210 424C360M
3840.000 MTON|
|
Mix, ESAL Range C/D
|
|
362496.00|
|
|
|
|
|
|
|
18.80000
4700.00|
|
|
|
94.40000
|
0220 430B012M
250.000 MTON|
0230 529A010M
Retaining Wall
|
12.000
M2
|
|
400.00000
4800.00|
|
|
|
0240 530A001M
29.000
M
|
|
350.00000
10150.00|
|
|
|
0250 530A002M
55.000
M
|
|
421.00000
23155.00|
|
|
|
0260 530A100M
2.000
(Extension)
M
|
|
181.00000
362.00|
|
|
|
|
|
|
0270 533A098M
346.000 M
|
|
492.50000
170405.00|
|
|
|
0280 533A099M
36.000 M
|
|
421.00000
15156.00|
|
|
|
0290 535A001M
|
|
394.00000
31126.00|
|
|
|
79.000
M
DATE : 04/07/10
PAGE : 009 -25
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 600A000M
LUMP| 153600.00000
153600.00|
|
Mobilization
|
|
|
0310 601A000M
1.000 EACH|
|
Laboratories
|
0320 602A000M
12000.00000
12000.00|
|
|
|
|
|
65.000
EACH|
|
175.00000
11375.00|
|
|
|
0330 603A002M
1.000
EACH|
|
48700.00000
48700.00|
|
|
|
0340 606A000M
100.000
M
|
|
40.00000
4000.00|
|
|
|
0350 610C001M
292.000
MTON|
|
39.20000
11446.40|
|
|
|
0360 610D003M
216.000
M2
|
|
7.71000
1665.36|
|
|
|
0370 618A000M
624.000
M2
|
|
57.50000
35880.00|
|
|
|
0380 618B003M
108.000
M2
|
|
72.00000
7776.00|
|
|
|
|
|
4800.00|
|
|
|
|
|
2610.00|
|
|
|
|
|
0390 619A002M
6.000
Class 1
0400 619A003M
3.000
Class 1
|
EACH|
|
800.00000
|
EACH|
|
|
870.00000
DATE : 04/07/10
PAGE : 009 -26
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0410 619A101M
10.000 EACH|
800.00000
8000.00|
|
|
|
|
Class 1
|
|
|
0420 620A000M
|
|
1265.00000
1265.00|
|
|
|
0430 621A011M
2.000
EACH|
|
3200.00000
6400.00|
|
|
|
0440 621C015M
11.000
EACH|
|
3300.00000
36300.00|
|
|
|
0450 621C017M
5.000
EACH|
|
3500.00000
17500.00|
|
|
|
0460 621C027M
Inlets, Type C
3.000
EACH|
|
3000.00000
9000.00|
|
|
|
0470 621D002M
Inlet Units, Type C
1.000
EACH|
|
600.00000
600.00|
|
|
|
10.000
EACH|
|
600.00000
6000.00|
|
|
|
0480 621D015M
1.000
M3
0490 623A001M
125.000
M
|
|
87.00000
10875.00|
|
|
|
0500 623B002M
106.000
M
|
|
51.90000
5501.40|
|
|
|
0510 623C000M
1587.000
M
|
|
43.60000
69193.20|
|
|
|
0520 630A001M
16.000 M
|
|
108.00000
1728.00|
|
|
|
0530 635A002M
361.000
|
|
39.30000
14187.30|
|
|
|
M
DATE : 04/07/10
PAGE : 009 -27
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 650B000M
210.000 M3 |
16.30000
3423.00|
|
|
|
|
0550 652A100M
Seeding
2.000
HA
|
|
4200.00000
8400.00|
|
|
|
0560 652C000M
Mowing
1.000
HA
|
|
199.00000
199.00|
|
|
|
172.000
M2
|
|
9.60000
1651.20|
|
|
|
1.000
HA
|
|
2118.00000
2118.00|
|
|
|
0590 659A034M
500.000 M2
(2B)
|
|
2.50000
1250.00|
|
|
|
|
|
0570 654A001M
0580 656A010M
Mulching
|
0600 665A000M
Temporary Seeding
1.000
HA
|
|
1450.00000
1450.00|
|
|
|
0610 665B000M
Temporary Mulching
1.000
HA
|
|
1740.00000
1740.00|
|
|
|
0620 665J002M
Silt Fence
1566.000
M
|
|
18.50000
28971.00|
|
|
|
0630 665O001M
Silt Fence Removal
1566.000
M
|
|
3.00000
4698.00|
|
|
|
68.000
M
|
|
17.00000
1156.00|
|
|
|
1.000
HA
|
|
406.00000
406.00|
|
|
|
0660 698A000M
LUMP|
To $ $113,000.00)
|
0.00000
0.00|
|
|
|
|
|
0640 665Q002M
Wattle
0650 666A001M
DATE : 04/07/10
PAGE : 009 -28
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0670 701A231M
1.000 KM |
1680.00000
1680.00|
|
|
|
|
Stripe
|
|
|
0680 701A235M
2.000 KM
Stripe
|
|
1680.00000
|
0690 701A240M
1.000 KM
Stripe
|
|
1175.00000
|
0700 701A245M
1.000 KM
Stripe
|
|
1175.00000
|
3360.00|
|
|
|
|
|
1175.00|
|
|
|
|
|
1175.00|
|
|
|
|
|
0710 701B205M
168.000 M
|
|
1.20000
201.60|
|
|
|
0720 701C003M
3.000 KM
|
|
887.00000
2661.00|
|
|
|
0730 701D008M
1.000 KM
|
|
7.70000
7.70|
|
|
|
0740 703A002M
301.000 M2 |
A
|
46.70000
14056.70|
|
|
|
|
|
0750 703B002M
9.000 M2
|
|
46.70000
420.30|
|
|
|
0760 703D001M
100.000
|
|
3.85000
385.00|
|
|
|
M2
DATE : 04/07/10
PAGE : 009 -29
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0770 705A023M
64.000 EACH|
3.85000
246.40|
|
|
|
|
0780 705A031M
24.000 EACH|
|
3.85000
92.40|
|
|
|
0790 705A032M
36.000 EACH|
|
3.85000
138.60|
|
|
|
0800 705A037M
443.000 EACH|
|
3.85000
1705.55|
|
|
|
0810 705A038M
36.000 EACH|
|
3.85000
138.60|
|
|
|
0820 710A115M
4.000 M2 |
|
416.00000
1664.00|
|
|
|
|
|
|
|
2433.00|
|
|
|
|
|
|
|
5023.00|
|
|
|
|
|
|
|
10264.00|
|
|
|
|
0830 730A012M
LUMP|
|
Hwy 31)
|
2433.00000
|
0840 730C000M
LUMP|
|
Rd @ US Hwy 31)
|
5023.00000
|
0850 730E000M
4.000 EACH|
|
2566.00000
DATE : 04/07/10
PAGE : 009 -30
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0860 730G000M
4.000 EACH|
7600.00000
30400.00|
|
|
|
|
0870 730H001M
Loop Wire
950.000
M
|
|
11.00000
10450.00|
|
|
|
0880 730I001M
1040.000
M
|
|
3.40000
3536.00|
|
|
|
0890 730J010M
12.000
EACH|
|
231.00000
2772.00|
|
|
|
7.000
EACH|
|
356.80000
2497.60|
|
|
|
0900 730K000M
0910 730L002M
10.000
M
|
|
24.80000
248.00|
|
|
|
0920 730L005M
220.000
M
|
|
21.90000
4818.00|
|
|
|
0930 730P022M
7.000
Section, Type LED
EACH|
|
1001.40000
7009.80|
|
|
|
|
|
1605.00|
|
|
|
|
|
|
0940 730P024M
1.000
Section, Type LED
0950 740B000M
Construction Signs
0960 740C000M
0970 740D000M
Channelizing Drums
EACH|
|
1605.00000
|
52.000
M2
|
|
125.00000
6500.00|
|
|
|
5.000
M2
|
|
130.00000
650.00|
|
|
|
EACH|
|
64.00000
19200.00|
|
|
|
300.000
DATE : 04/07/10
PAGE : 009 -31
TABULATION OF BIDS
CALL ORDER
: 009
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0980 740E000M
100.000 EACH|
13.00000
1300.00|
|
Cones (900 mm High)
|
|
|
0990 740F002M
EACH|
|
227.00000
2270.00|
|
|
|
1000 740I005M
5.000 EACH|
373.00000
1865.00|
|
|
|
EACH|
|
9.50000
950.00|
|
|
|
1020 741C010M
2.000 EACH|
|
Sign Unit
|
4663.00000
9326.00|
|
|
|
|
|
3285.00|
|
|
|
|
|
1010 740M001M
Ballast For Cone
10.000
100.000
1030 756A021M
15.000 M
5 Installation
|
|
|
219.00000
SECTION TOTALS
|
$ 1,930,692.26|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,930,692.26|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 010 -1
VENDOR RANKING
CALL ORDER
: 010
DIVISION
: 03
CONTRACT TIME :
90
Working Days
BIRMINGHAM
for constructing the Turn Lane on East Lake Boulevard from
Vanderbilt Road (SR-79) to Thirty Ninth Street North in
Biringham. Length 0.172 mi.
10:00 AM
(available days)
PROJECT(S) : STMBH-STPBH-7173(600)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
04013
DUNN CONSTRUCTION COMPANY, INC.
$
356,025.10 100.0000%
2
09026
$
393,811.78 110.6135%
3
03114
$
410,265.00 115.2349%
4
16048
WALKER PATTON COMPANY, INC.
$
415,718.94 116.7668%
5
19135
SOUTHEASTERN SEALCOATING, INC.
$
418,577.59 117.5697%
6
01096
$
446,522.57 125.4188%
7
07003
$
451,026.24 126.6838%
8
03104
$
461,739.69 129.6930%
DATE : 04/07/10
PAGE : 010 -2
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 04013
|(
2 ) 09026
|(
3 ) 03114
|DUNN CONSTRUCTION CO., INC. |ANGELO IAFRATE CONSTRUCTION |CORNERSTONE CIVIL CONTRACTORS,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C008
40.000 SQYD|
3.48000
139.20|
25.37000
1014.80|
9.50000
380.00
Removing Concrete Median
|
|
|
0020 206C010
442.000
SQYD|
|
3.59000
1586.78|
|
14.04000
6205.68|
|
6.75000
2983.50
0030 206D003
71.000
LF
|
|
6.49000
460.79|
|
7.95000
564.45|
|
4.00000
284.00
0040 206D005
Removing Gutter
89.000
LF
|
|
6.49000
577.61|
|
6.34000
564.26|
|
5.00000
445.00
0050 210A000
608.000
CUYD|
|
8.97000
5453.76|
|
12.90000
7843.20|
|
18.50000
11248.00
0060 210D000
Borrow Excavation
150.000
CUYD|
|
10.97000
1645.50|
|
23.36000
3504.00|
|
21.25000
3187.50
0070 214A000
613.000
CUYD|
|
7.70000
4720.10|
|
13.11000
8036.43|
|
10.00000
6130.00
0080 214B001
172.000
CUYD|
|
53.08000
9129.76|
|
40.31000
6933.32|
|
25.50000
4386.00
0090 305B071
2.000
Coarse Aggregate, Section 801, For
Miscellaneous Use
TON |
|
29.29000
58.58|
|
302.13000
604.26|
|
17.00000
34.00
0100 405A000
Tack Coat
|
|
|
170.000
GAL |
|
3.80000
646.00|
|
3.59000
610.30|
|
4.00000
680.00
0110 407B000
1.000
Pavement
MILE|
|
270.27000
270.27|
|
255.41000
255.41|
|
300.00000
300.00
|
|
|
DATE : 04/07/10
PAGE : 010 -3
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 04013
|(
2
) 09026
|(
3 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 408A052
1300.000 SQYD|
3.85000
5005.00|
3.64000
4732.00|
4.15000
5395.00
|
|
|
|
|
|
0130 424A360
465.000 TON |
|
|
69.62000
|
0140 424B651
314.000 TON |
|
Mix, ESAL Range C/D
|
84.73000
|
0150 424B659
71.000 TON |
|
Binder Layer, Leveling, 1" Maximum
|
105.11000
|
0160 424B681
530.000 TON |
|
Mix, ESAL Range C/D
|
77.20000
|
0170 424C360
620.000 TON |
|
ESAL Range C/D
|
|
71.89000
32373.30|
|
65.79000
30592.35|
|
|
|
|
|
26605.22|
|
80.07000
25141.98|
|
|
|
|
|
7462.81|
|
99.33000
7052.43|
|
|
|
|
|
40916.00|
|
72.95000
38663.50|
|
|
|
|
|
44571.80|
|
67.94000
42122.80|
|
|
|
|
|
75.00000
34875.00
92.00000
28888.00
115.00000
8165.00
77.00000
40810.00
77.00000
47740.00
DATE : 04/07/10
PAGE : 010 -4
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 04013
|(
2
) 09026
|(
3 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 430B003
60.000 TON |
29.28000
1756.80|
39.62000
2377.20|
17.00000
1020.00
Aggregate Surfacing (ALDOT #57)
|
|
|
0190 530A001
575.000
LF
|
|
33.45000
19233.75|
|
74.94000
43090.50|
|
30.00000
17250.00
0200 530A002
6.000
LF
|
|
41.36000
248.16|
|
176.08000
1056.48|
|
40.00000
240.00
0210 530B001
112.000 LF
3 R.C.)
|
|
44.16000
4945.92|
|
74.78000
8375.36|
|
40.00000
4480.00
|
0220 600A000
Mobilization
|
|
LUMP|
|
11060.66000
11060.66|
|
18363.12000
18363.12|
|
51300.00000
51300.00
0230 618B005
196.000 SQYD|
Concrete Driveway, 10" Thick (Includes |
Wire Mesh)
|
73.12000
14331.52|
|
100.91000
19778.36|
|
75.00000
14700.00
0240 620A000
|
|
1.000
CUYD|
|
1097.38000
1097.38|
|
400.00000
400.00|
|
1100.00000
1100.00
0250 621A011
1.000
EACH|
|
3047.34000
3047.34|
|
2505.02000
2505.02|
|
3700.00000
3700.00
0260 621C001
Inlets, Type B
1.000
EACH|
|
2559.85000
2559.85|
|
2697.34000
2697.34|
|
3100.00000
3100.00
0270 621C015
6.000
EACH|
|
2986.14000
17916.84|
|
3178.14000
19068.84|
|
2700.00000
16200.00
0280 621D001
Inlet Units, Type B
1.000
EACH|
|
487.49000
487.49|
|
284.91000
284.91|
|
750.00000
750.00
0290 621D015
4.000
EACH|
|
548.69000
2194.76|
|
323.36000
1293.44|
|
750.00000
3000.00
DATE : 04/07/10
PAGE : 010 -5
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 04013
|(
2
) 09026
|(
3 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 621E001
2.000 EACH|
1899.32000
3798.64|
1800.00000
3600.00|
1450.00000
2900.00
Manholes, Type M
|
|
|
0310 621F002
Manhole Units, Type M
2.000
EACH|
|
527.59000
1055.18|
|
505.81000
1011.62|
|
400.00000
800.00
0320 623A007
55.000
Concrete Gutter (Type Special)
LF
|
|
29.43000
1618.65|
|
53.58000
2946.90|
|
62.00000
3410.00
0330 623C000
716.000
LF
|
|
16.11000
11534.76|
|
13.16000
9422.56|
|
15.00000
10740.00
0340 645A510
60.000
8 Inch Ductile Iron Sanitary Sewer
Gravity Pipe Laid
LF
|
|
263.79000
15827.40|
|
231.80000
13908.00|
|
55.00000
3300.00
|
|
|
0350 645K500
3.000
Manhole Frame And Cover Reset
EACH|
|
685.86000
2057.58|
|
626.42000
1879.26|
|
350.00000
1050.00
0360 650A000
Topsoil
102.000
CUYD|
|
3.17000
323.34|
|
21.82000
2225.64|
|
20.00000
2040.00
0370 650B000
222.000
CUYD|
|
4.91000
1090.02|
|
6.41000
1423.02|
|
6.00000
1332.00
0380 652A100
Seeding
1.000
ACRE|
|
738.62000
738.62|
|
940.00000
940.00|
|
1500.00000
1500.00
0390 652C000
Mowing
1.000
ACRE|
|
52.76000
52.76|
|
94.00000
94.00|
|
240.00000
240.00
367.000
SQYD|
|
4.75000
1743.25|
|
5.64000
2069.88|
|
5.50000
2018.50
0410 656A010
Mulching
1.000
ACRE|
|
474.83000
474.83|
|
752.00000
752.00|
|
1500.00000
1500.00
0420 665A000
Temporary Seeding
1.000
ACRE|
|
527.59000
527.59|
|
752.00000
752.00|
|
850.00000
850.00
0400 654A000
Solid Sodding
DATE : 04/07/10
PAGE : 010 -6
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 04013
|(
2
) 09026
|(
3 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0430 665B000
1.000 ACRE|
316.55000
316.55|
752.00000
752.00|
850.00000
850.00
Temporary Mulching
|
|
|
0440 665F000
Hay Bales
200.000
EACH|
|
8.97000
1794.00|
|
4.70000
940.00|
|
6.00000
1200.00
0450 665J002
Silt Fence
804.000
LF
|
|
3.80000
3055.20|
|
3.06000
2460.24|
|
3.50000
2814.00
0460 665N000
16.000 TON |
Temporary Coarse Aggregate,ALDOT Number |
1
|
31.66000
506.56|
|
37.92000
606.72|
|
17.00000
272.00
0470 665O001
Silt Fence Removal
1.48000
1189.92|
|
1.18000
948.72|
|
1.30000
1045.20
0480 665P005
11.000
EACH|
|
464.28000
5107.08|
|
376.00000
4136.00|
|
425.00000
4675.00
0490 666A001
ACRE|
|
116.07000
116.07|
|
94.00000
94.00|
|
30.00000
30.00
LUMP|
|
10851.64000
10851.64|
|
10400.00000
10400.00|
|
12500.00000
12500.00
0510 698A000
LUMP|
to $ 21,000.00)
|
0.00000
0.00|
|
1.00000
1.00|
|
3500.00000
3500.00
0520 701A235
1.000 MILE|
|
Stripe
|
1574.43000
3000.00000
3000.00
0530 701B205
1059.000 LF |
Dotted, Class 2, Type A, Traffic Stripe |
0.52000
0.55000
582.45
1.000
LF
|
|
|
0500 680A000
804.000
|
|
1574.43|
|
|
1410.00000
|
550.68|
|
1410.00|
|
|
0.47000
497.73|
|
DATE : 04/07/10
PAGE : 010 -7
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 04013
|(
2
) 09026
|(
3 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 701C003
1.000 MILE|
629.77000
629.77|
564.00000
564.00|
1400.00000
1400.00
|
|
0550 701F000
88.000
Dotted Temporary Traffic Stripe
LF
|
|
0.26000
22.88|
|
0.24000
21.12|
|
0.25000
22.00
0560 703A002
2195.000 SQFT|
A
|
4.20000
9219.00|
|
3.76000
8253.20|
|
5.00000
10975.00
0570 703B002
157.000 SQFT|
4.20000
659.40|
|
3.76000
590.32|
|
5.00000
785.00
0580 703D002
1016.000
(Paint)
1.57000
1595.12|
|
1.41000
1432.56|
|
1.50000
1524.00
SQFT|
|
|
|
|
|
|
0590 705A011
80.000 EACH|
|
5.25000
420.00|
|
4.70000
376.00|
|
5.50000
440.00
0600 705A023
121.000 EACH|
|
5.25000
635.25|
|
4.70000
568.70|
|
5.50000
665.50
0610 705A030
48.000 EACH|
|
5.25000
252.00|
|
4.70000
225.60|
|
6.25000
300.00
0620 705A031
20.000 EACH|
|
5.25000
105.00|
|
4.70000
94.00|
|
6.25000
125.00
0630 705A037
18.000 EACH|
|
5.25000
94.50|
|
4.70000
84.60|
|
6.25000
112.50
0640 705A038
51.000 EACH|
|
5.25000
267.75|
|
4.70000
239.70|
|
6.25000
318.75
0650 710A126
10.000 SQFT|
Class 8, Aluminum Flat Sign Panels 0.
|
08" Thick Or Steel Flat Sign Panels 14
Gauge (Type IX Background)
|
19.99000
199.90|
|
18.00000
180.00|
|
22.00000
220.00
|
|
|
|
|
DATE : 04/07/10
PAGE : 010 -8
TABULATION OF BIDS
CALL ORDER
: 010
10:00 AM
DIVISION
: 03
====================================================================================================================================
|(
1 ) 04013
|(
2
) 09026
|(
3 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0660 710B001
26.000 LF |
10.00000
260.00|
9.00000
234.00|
10.60000
275.60
Roadway Sign Post (#3 "U" Channel
|
|
|
Galvanized Steel)
|
|
|
0670 740B000
Construction Signs
876.000
SQFT|
|
6.94000
6079.44|
|
6.25000
5475.00|
|
8.50000
7446.00
0680 740D000
Channelizing Drums
57.000
EACH|
|
53.31000
3038.67|
|
48.00000
2736.00|
|
51.50000
2935.50
0690 740E000
50.000
EACH|
|
18.33000
916.50|
|
25.00000
1250.00|
|
11.00000
550.00
8.000
EACH|
|
199.93000
1599.44|
|
180.00000
1440.00|
|
200.00000
1600.00
0710 740I005
5.000 EACH|
220.80000
1104.00|
|
198.79000
993.95|
|
400.00000
2000.00
EACH|
|
10.39000
519.50|
|
5.00000
250.00|
|
11.00000
550.00
0730 741C010
1.000 EACH|
|
Sign Unit
|
1999.28000
1999.28|
|
1800.00000
1800.00|
|
3100.00000
3100.00
0700 740F002
0720 740M001
Ballast For Cone
50.000
|
|
SECTION TOTALS
|
$
356,025.10|
$
393,811.78|
$
410,265.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
356,025.10|
$
393,811.78|
$
410,265.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 010 -9
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|WALKER PATTON COMPANY, INC. |SOUTHEASTERN SEALCOATING, I |APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C008
40.000 SQYD|
17.36000
694.40|
20.00000
800.00|
31.50000
1260.00
|
|
|
0020 206C010
442.000
SQYD|
|
17.36000
7673.12|
|
10.00000
4420.00|
|
15.50000
6851.00
0030 206D003
71.000
LF
|
|
17.36000
1232.56|
|
10.00000
710.00|
|
16.50000
1171.50
0040 206D005
Removing Gutter
89.000
LF
|
|
17.36000
1545.04|
|
10.00000
890.00|
|
20.30000
1806.70
0050 210A000
608.000
CUYD|
|
17.45000
10609.60|
|
20.00000
12160.00|
|
23.20000
14105.60
0060 210D000
Borrow Excavation
150.000
CUYD|
|
16.00000
2400.00|
|
25.00000
3750.00|
|
28.50000
4275.00
0070 214A000
613.000
CUYD|
|
10.00000
6130.00|
|
8.00000
4904.00|
|
30.70000
18819.10
0080 214B001
172.000
CUYD|
|
28.19000
4848.68|
|
27.00000
4644.00|
|
31.00000
5332.00
0090 305B071
2.000
Miscellaneous Use
TON |
|
60.00000
120.00|
|
50.00000
100.00|
|
200.00000
400.00
0100 405A000
Tack Coat
|
|
|
170.000
GAL |
|
3.80000
646.00|
|
4.00000
680.00|
|
5.00000
850.00
0110 407B000
1.000
Pavement
MILE|
|
270.27000
270.27|
|
283.00000
283.00|
|
230.00000
230.00
|
|
|
DATE : 04/07/10
PAGE : 010 -10
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 408A052
1300.000 SQYD|
4.85000
6305.00|
4.00000
5200.00|
5.00000
6500.00
|
|
|
|
|
|
0130 424A360
465.000 TON |
|
|
76.62000
|
0140 424B651
314.000 TON |
|
Mix, ESAL Range C/D
|
92.73000
|
0150 424B659
71.000 TON |
|
|
116.11000
|
0160 424B681
530.000 TON |
|
Mix, ESAL Range C/D
|
84.20000
|
0170 424C360
620.000 TON |
|
ESAL Range C/D
|
|
78.89000
35628.30|
|
73.10000
33991.50|
|
|
|
|
|
29117.22|
|
89.00000
27946.00|
|
|
|
|
|
8243.81|
|
110.00000
7810.00|
|
|
|
|
|
44626.00|
|
81.00000
42930.00|
|
|
|
|
|
48911.80|
|
75.50000
46810.00|
|
|
|
|
|
76.30000
35479.50
72.78000
22852.92
110.00000
7810.00
76.54000
40566.20
78.48000
48657.60
DATE : 04/07/10
PAGE : 010 -11
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 430B003
60.000 TON |
24.24000
1454.40|
15.00000
900.00|
46.50000
2790.00
|
|
|
0190 530A001
575.000
LF
|
|
36.68000
21091.00|
|
25.00000
14375.00|
|
39.00000
22425.00
0200 530A002
6.000
LF
|
|
73.37000
440.22|
|
100.00000
600.00|
|
198.35000
1190.10
0210 530B001
112.000 LF
3 R.C.)
|
|
46.97000
5260.64|
|
34.00000
3808.00|
|
60.15000
6736.80
|
0220 600A000
Mobilization
|
|
LUMP|
|
36680.00000
36680.00|
|
40000.00000
40000.00|
|
30000.00000
30000.00
0230 618B005
196.000 SQYD|
Wire Mesh)
|
69.19000
13561.24|
|
61.95000
12142.20|
|
89.59000
17559.64
0240 620A000
|
|
1.000
CUYD|
|
500.00000
500.00|
|
10.29000
10.29|
|
1025.50000
1025.50
0250 621A011
1.000
EACH|
|
2118.60000
2118.60|
|
3125.00000
3125.00|
|
2700.00000
2700.00
0260 621C001
Inlets, Type B
1.000
EACH|
|
480.00000
480.00|
|
2705.00000
2705.00|
|
2429.00000
2429.00
0270 621C015
6.000
EACH|
|
2760.60000
16563.60|
|
3073.00000
18438.00|
|
4210.00000
25260.00
0280 621D001
Inlet Units, Type B
1.000
EACH|
|
3251.09000
3251.09|
|
750.00000
750.00|
|
594.00000
594.00
0290 621D015
4.000
EACH|
|
480.00000
1920.00|
|
775.00000
3100.00|
|
594.00000
2376.00
DATE : 04/07/10
PAGE : 010 -12
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 621E001
2.000 EACH|
2700.00000
5400.00|
2500.00000
5000.00|
2067.00000
4134.00
Manholes, Type M
|
|
|
0310 621F002
2.000
EACH|
|
480.00000
960.00|
|
400.00000
800.00|
|
581.00000
1162.00
0320 623A007
55.000
LF
|
|
15.84000
871.20|
|
25.20000
1386.00|
|
48.60000
2673.00
0330 623C000
716.000
LF
|
|
15.84000
11341.44|
|
21.00000
15036.00|
|
17.27000
12365.32
0340 645A510
60.000
Gravity Pipe Laid
LF
|
|
78.00000
4680.00|
|
50.00000
3000.00|
|
266.20000
15972.00
|
|
|
0350 645K500
3.000
EACH|
|
300.00000
900.00|
|
1000.00000
3000.00|
|
719.35000
2158.05
0360 650A000
Topsoil
102.000
CUYD|
|
12.50000
1275.00|
|
25.00000
2550.00|
|
32.75000
3340.50
0370 650B000
222.000
CUYD|
|
8.50000
1887.00|
|
15.00000
3330.00|
|
23.60000
5239.20
0380 652A100
Seeding
1.000
ACRE|
|
1054.00000
1054.00|
|
1100.00000
1100.00|
|
1080.00000
1080.00
0390 652C000
Mowing
1.000
ACRE|
|
132.00000
132.00|
|
105.00000
105.00|
|
108.00000
108.00
367.000
SQYD|
|
6.75000
2477.25|
|
7.00000
2569.00|
|
6.50000
2385.50
0410 656A010
Mulching
1.000
ACRE|
|
933.00000
933.00|
|
900.00000
900.00|
|
865.00000
865.00
0420 665A000
Temporary Seeding
1.000
ACRE|
|
933.00000
933.00|
|
880.00000
880.00|
|
865.00000
865.00
0400 654A000
Solid Sodding
DATE : 04/07/10
PAGE : 010 -13
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0430 665B000
1.000 ACRE|
933.00000
933.00|
880.00000
880.00|
865.00000
865.00
Temporary Mulching
|
|
|
0440 665F000
Hay Bales
200.000
EACH|
|
5.09000
1018.00|
|
10.00000
2000.00|
|
8.00000
1600.00
0450 665J002
Silt Fence
804.000
LF
|
|
3.82000
3071.28|
|
4.00000
3216.00|
|
3.60000
2894.40
0460 665N000
16.000 TON |
1
|
24.24000
387.84|
|
25.00000
400.00|
|
80.00000
1280.00
0470 665O001
Silt Fence Removal
0.91000
731.64|
|
1.40000
1125.60|
|
1.35000
1085.40
0480 665P005
11.000
EACH|
|
450.00000
4950.00|
|
500.00000
5500.00|
|
432.00000
4752.00
0490 666A001
ACRE|
|
100.00000
100.00|
|
250.00000
250.00|
|
108.00000
108.00
LUMP|
|
7500.00000
7500.00|
|
25000.00000
25000.00|
|
16400.00000
16400.00
0510 698A000
LUMP|
to $ 21,000.00)
|
7500.00000
7500.00|
|
0.00000
0.00|
|
0.00000
0.00
0520 701A235
1.000 MILE|
|
Stripe
|
3080.00000
1620.00000
1620.00
0530 701B205
1059.000 LF |
1.14000
0.54000
571.86
1.000
LF
|
|
|
0500 680A000
804.000
|
|
3080.00|
|
|
3696.00000
|
1207.26|
|
3696.00|
|
|
0.75000
794.25|
|
DATE : 04/07/10
PAGE : 010 -14
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 701C003
1.000 MILE|
1540.00000
1540.00|
1320.00000
1320.00|
647.70000
647.70
|
|
0550 701F000
88.000
LF
|
|
0.31000
27.28|
|
1.00000
88.00|
|
0.27000
23.76
0560 703A002
2195.000 SQFT|
A
|
5.55000
12182.25|
|
4.75000
10426.25|
|
4.32000
9482.40
0570 703B002
157.000 SQFT|
5.55000
871.35|
|
5.00000
785.00|
|
4.32000
678.24
0580 703D002
1016.000
(Paint)
1.76000
1788.16|
|
2.50000
2540.00|
|
1.62000
1645.92
SQFT|
|
|
|
|
|
|
0590 705A011
80.000 EACH|
|
5.80000
464.00|
|
6.00000
480.00|
|
5.40000
432.00
0600 705A023
121.000 EACH|
|
5.80000
701.80|
|
6.00000
726.00|
|
5.40000
653.40
0610 705A030
48.000 EACH|
|
6.96000
334.08|
|
6.00000
288.00|
|
5.40000
259.20
0620 705A031
20.000 EACH|
|
6.96000
139.20|
|
6.00000
120.00|
|
5.40000
108.00
0630 705A037
18.000 EACH|
|
6.96000
125.28|
|
6.00000
108.00|
|
5.40000
97.20
0640 705A038
51.000 EACH|
|
6.96000
354.96|
|
6.00000
306.00|
|
5.40000
275.40
0650 710A126
10.000 SQFT|
|
|
24.00000
240.00|
|
21.85000
218.50|
|
21.75000
217.50
|
|
|
|
|
DATE : 04/07/10
PAGE : 010 -15
TABULATION OF BIDS
CALL ORDER
: 010
10:00 AM
DIVISION
: 03
====================================================================================================================================
|(
4 ) 16048
|(
5
) 19135
|(
6 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0660 710B001
26.000 LF |
11.00000
286.00|
10.00000
260.00|
9.73000
252.98
|
|
|
Galvanized Steel)
|
|
|
0670 740B000
Construction Signs
876.000
SQFT|
|
9.33000
8173.08|
|
8.00000
7008.00|
|
7.73000
6771.48
0680 740D000
Channelizing Drums
57.000
EACH|
|
53.00000
3021.00|
|
72.00000
4104.00|
|
55.00000
3135.00
0690 740E000
50.000
EACH|
|
17.60000
880.00|
|
20.00000
1000.00|
|
16.35000
817.50
8.000
EACH|
|
220.00000
1760.00|
|
250.00000
2000.00|
|
195.00000
1560.00
0710 740I005
5.000 EACH|
421.00000
2105.00|
|
150.00000
750.00|
|
166.00000
830.00
EACH|
|
11.60000
580.00|
|
12.00000
600.00|
|
11.85000
592.50
0730 741C010
1.000 EACH|
|
Sign Unit
|
4500.00000
4500.00|
|
4950.00000
4950.00|
|
2465.00000
2465.00
0700 740F002
0720 740M001
Ballast For Cone
50.000
|
|
SECTION TOTALS
|
$
415,718.94|
$
418,577.59|
$
446,522.57
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
415,718.94|
$
418,577.59|
$
446,522.57
====================================================================================================================================
DATE : 04/07/10
PAGE : 010 -16
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|R.E. GRILLS CONSTRUCTION CO |CARCEL & G. CONSTRUCTION, L |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C008
40.000 SQYD|
9.30000
372.00|
14.00000
560.00|
|
|
|
0020 206C010
442.000
SQYD|
|
6.75000
2983.50|
|
9.75000
4309.50|
|
0030 206D003
71.000
LF
|
|
6.75000
479.25|
|
8.50000
603.50|
|
0040 206D005
Removing Gutter
89.000
LF
|
|
7.30000
649.70|
|
10.25000
912.25|
|
0050 210A000
608.000
CUYD|
|
26.30000
15990.40|
|
24.00000
14592.00|
|
0060 210D000
Borrow Excavation
150.000
CUYD|
|
37.60000
5640.00|
|
26.50000
3975.00|
|
0070 214A000
613.000
CUYD|
|
18.00000
11034.00|
|
13.25000
8122.25|
|
0080 214B001
172.000
CUYD|
|
41.40000
7120.80|
|
24.75000
4257.00|
|
0090 305B071
2.000
Miscellaneous Use
TON |
|
27.40000
54.80|
|
56.00000
112.00|
|
0100 405A000
Tack Coat
|
|
|
170.000
GAL |
|
4.50000
765.00|
|
4.05000
688.50|
|
0110 407B000
1.000
Pavement
MILE|
|
323.00000
323.00|
|
286.49000
286.49|
|
|
|
|
DATE : 04/07/10
PAGE : 010 -17
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 408A052
1300.000 SQYD|
4.60000
5980.00|
4.08000
5304.00|
|
|
|
|
|
|
0130 424A360
465.000 TON |
|
|
83.40000
|
0140 424B651
314.000 TON |
|
Mix, ESAL Range C/D
|
101.50000
|
0150 424B659
71.000 TON |
|
|
125.50000
|
0160 424B681
530.000 TON |
|
Mix, ESAL Range C/D
|
92.40000
|
0170 424C360
620.000 TON |
|
ESAL Range C/D
|
|
86.00000
38781.00|
|
73.80000
34317.00|
|
|
|
|
|
31871.00|
|
89.81000
28200.34|
|
|
|
|
|
8910.50|
|
111.42000
7910.82|
|
|
|
|
|
48972.00|
|
81.83000
43369.90|
|
|
|
|
|
53320.00|
|
76.20000
47244.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 010 -18
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 430B003
60.000 TON |
25.00000
1500.00|
23.00000
1380.00|
|
|
|
0190 530A001
575.000
LF
|
|
47.00000
27025.00|
|
59.20000
34040.00|
|
0200 530A002
6.000
LF
|
|
52.00000
312.00|
|
85.00000
510.00|
|
0210 530B001
112.000 LF
3 R.C.)
|
|
53.00000
5936.00|
|
82.20000
9206.40|
|
|
0220 600A000
Mobilization
|
|
LUMP|
|
34197.00000
34197.00|
|
65000.00000
65000.00|
|
0230 618B005
196.000 SQYD|
Wire Mesh)
|
54.80000
10740.80|
|
73.50000
14406.00|
|
0240 620A000
|
|
1.000
CUYD|
|
480.00000
480.00|
|
850.00000
850.00|
|
0250 621A011
1.000
EACH|
|
3152.00000
3152.00|
|
2850.00000
2850.00|
|
0260 621C001
Inlets, Type B
1.000
EACH|
|
3026.00000
3026.00|
|
2900.00000
2900.00|
|
0270 621C015
6.000
EACH|
|
3089.00000
18534.00|
|
3250.00000
19500.00|
|
0280 621D001
Inlet Units, Type B
1.000
EACH|
|
567.00000
567.00|
|
275.00000
275.00|
|
0290 621D015
4.000
EACH|
|
630.50000
2522.00|
|
305.00000
1220.00|
|
DATE : 04/07/10
PAGE : 010 -19
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 621E001
2.000 EACH|
1580.00000
3160.00|
2750.00000
5500.00|
Manholes, Type M
|
|
|
0310 621F002
2.000
EACH|
|
427.00000
854.00|
|
275.00000
550.00|
|
0320 623A007
55.000
LF
|
|
33.50000
1842.50|
|
61.00000
3355.00|
|
0330 623C000
716.000
LF
|
|
18.25000
13067.00|
|
15.25000
10919.00|
|
0340 645A510
60.000
Gravity Pipe Laid
LF
|
|
252.00000
15120.00|
|
78.50000
4710.00|
|
|
|
|
0350 645K500
3.000
EACH|
|
832.00000
2496.00|
|
275.00000
825.00|
|
0360 650A000
Topsoil
102.000
CUYD|
|
24.00000
2448.00|
|
11.10000
1132.20|
|
0370 650B000
222.000
CUYD|
|
12.00000
2664.00|
|
16.50000
3663.00|
|
0380 652A100
Seeding
1.000
ACRE|
|
1380.00000
1380.00|
|
1450.00000
1450.00|
|
0390 652C000
Mowing
1.000
ACRE|
|
220.00000
220.00|
|
250.00000
250.00|
|
367.000
SQYD|
|
6.00000
2202.00|
|
5.25000
1926.75|
|
0410 656A010
Mulching
1.000
ACRE|
|
1380.00000
1380.00|
|
1350.00000
1350.00|
|
0420 665A000
Temporary Seeding
1.000
ACRE|
|
800.00000
800.00|
|
980.00000
980.00|
|
0400 654A000
Solid Sodding
DATE : 04/07/10
PAGE : 010 -20
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0430 665B000
1.000 ACRE|
800.00000
800.00|
980.00000
980.00|
Temporary Mulching
|
|
|
0440 665F000
Hay Bales
200.000
EACH|
|
8.80000
1760.00|
|
7.50000
1500.00|
|
0450 665J002
Silt Fence
804.000
LF
|
|
4.20000
3376.80|
|
5.25000
4221.00|
|
0460 665N000
16.000 TON |
1
|
24.30000
388.80|
|
24.50000
392.00|
|
0470 665O001
Silt Fence Removal
1.40000
1125.60|
|
1.40000
1125.60|
|
0480 665P005
11.000
EACH|
|
449.00000
4939.00|
|
420.00000
4620.00|
|
0490 666A001
ACRE|
|
27.00000
27.00|
|
29.00000
29.00|
|
LUMP|
|
15628.00000
15628.00|
|
13000.00000
13000.00|
|
0510 698A000
LUMP|
to $ 21,000.00)
|
0.00000
0.00|
|
10000.00000
10000.00|
|
0520 701A235
1.000 MILE|
|
Stripe
|
1654.00000
0530 701B205
1059.000 LF |
0.56000
1.000
LF
|
|
|
0500 680A000
804.000
|
|
1654.00|
|
|
1560.00000
|
593.04|
|
1560.00|
|
|
0.53000
561.27|
|
DATE : 04/07/10
PAGE : 010 -21
TABULATION OF BIDS
CALL ORDER
: 010
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 701C003
1.000 MILE|
661.00000
661.00|
620.00000
620.00|
|
|
0550 701F000
88.000
LF
|
|
0.30000
26.40|
|
0.28000
24.64|
|
0560 703A002
2195.000 SQFT|
A
|
4.42000
9701.90|
|
4.10000
8999.50|
|
0570 703B002
157.000 SQFT|
4.75000
745.75|
|
4.10000
643.70|
|
0580 703D002
1016.000
(Paint)
1.65000
1676.40|
|
1.55000
1574.80|
|
SQFT|
|
|
|
|
|
|
0590 705A011
80.000 EACH|
|
6.00000
480.00|
|
5.25000
420.00|
|
0600 705A023
121.000 EACH|
|
6.00000
726.00|
|
5.25000
635.25|
|
0610 705A030
48.000 EACH|
|
6.00000
288.00|
|
5.25000
252.00|
|
0620 705A031
20.000 EACH|
|
6.00000
120.00|
|
5.25000
105.00|
|
0630 705A037
18.000 EACH|
|
6.00000
108.00|
|
5.25000
94.50|
|
0640 705A038
51.000 EACH|
|
6.00000
306.00|
|
5.25000
267.75|
|
0650 710A126
10.000 SQFT|
|
|
25.00000
250.00|
|
23.00000
230.00|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 010 -22
TABULATION OF BIDS
CALL ORDER
: 010
10:00 AM
DIVISION
: 03
====================================================================================================================================
|(
7 ) 07003
|(
8
) 03104
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0660 710B001
26.000 LF |
3.75000
97.50|
10.75000
279.50|
|
|
|
Galvanized Steel)
|
|
|
0670 740B000
Construction Signs
876.000
SQFT|
|
8.80000
7708.80|
|
7.65000
6701.40|
|
0680 740D000
Channelizing Drums
57.000
EACH|
|
50.00000
2850.00|
|
54.24000
3091.68|
|
0690 740E000
50.000
EACH|
|
13.50000
675.00|
|
14.25000
712.50|
|
8.000
EACH|
|
227.00000
1816.00|
|
225.00000
1800.00|
|
0710 740I005
5.000 EACH|
201.00000
1005.00|
|
163.85000
819.25|
|
EACH|
|
7.00000
350.00|
|
10.20000
510.00|
|
0730 741C010
1.000 EACH|
|
Sign Unit
|
2270.00000
2270.00|
|
2456.45000
2456.45|
|
0700 740F002
0720 740M001
Ballast For Cone
50.000
|
|
SECTION TOTALS
|
$
451,026.24|
$
461,739.69|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
451,026.24|
$
461,739.69|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 011 -1
VENDOR RANKING
CALL ORDER
: 011
DIVISION
: 03
CONTRACT TIME : 120
Working Days
BIRMINGHAM
for constructing the Traffic Management Center Modifications
at City Hall and Fire Station Number Six in Birmingham.
10:00 AM
(available days)
PROJECT(S) : STMBH-9802(920)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
13103
METROPOWER, INC.
$
687,346.00 100.0000%
DATE : 04/07/10
PAGE : 011 -2
TABULATION OF BIDS
CALL ORDER
: 011
10:00 AM
DIVISION
: 03
====================================================================================================================================
|(
1 ) 13103
|(
8 ) 03104
|(
)
|METROPOWER, INC.
|CARCEL & G. CONSTRUCTION, L |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 734Z100
4.000 EACH|
3307.00000
13228.00|
|
Workstation,TMC PC
|
|
|
0020 734Z120
Workstation,Office PC
10.000
EACH|
|
3742.00000
37420.00|
|
|
|
0030 734Z130
Printer,Color
1.000
EACH|
|
6142.00000
6142.00|
|
|
|
0040 734Z150
UPS,1.5KVA
2.000
EACH|
|
1054.00000
2108.00|
|
|
|
0050 734Z155
UPS,Rack Mount,3KVA
5.000
EACH|
|
2661.00000
13305.00|
|
|
|
0060 734Z160
UPS,Rack Mount,6KVA
1.000
EACH|
|
6199.00000
6199.00|
|
|
|
0070 734Z200
4.000
Ethernet Optical Transceiver
EACH|
|
2331.00000
9324.00|
|
|
|
0080 734Z210
Firewall,Appliance
1.000
EACH|
|
4788.00000
4788.00|
|
|
|
0090 734Z220
TMC Ethernet Switch
1.000
EACH|
|
173229.00000
173229.00|
|
|
|
0100 734Z230
Server,Network Time
1.000
EACH|
|
9090.00000
9090.00|
|
|
|
0110 734Z240
Server,Terminal
2.000
EACH|
|
5360.00000
10720.00|
|
|
|
0120 734Z250
Server,Video
1.000
EACH|
|
38906.00000
38906.00|
|
|
|
0130 734Z300
Video Wall Display Monitors
6.000
EACH|
|
5378.00000
32268.00|
|
|
|
DATE : 04/07/10
PAGE : 011 -3
TABULATION OF BIDS
CALL ORDER
: 011
10:00 AM
DIVISION
: 03
====================================================================================================================================
|(
1 ) 13103
|(
8
) 03104
|(
)
|METROPOWER, INC.
|CARCEL & G. CONSTRUCTION, L |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0140 734Z310
LUMP|
23528.00000
23528.00|
|
Video Wall Support Structure/Frame
|
|
|
0150 734Z320
Display Wall Controller
1.000
EACH|
|
97953.00000
97953.00|
|
|
|
22.000
EACH|
|
1922.00000
42284.00|
|
|
|
0170 734Z400
Software,Display Wall Control
LUMP|
|
34805.00000
34805.00|
|
|
|
0180 734Z410
Software,CCTV/Video Control
LUMP|
|
46706.00000
46706.00|
|
|
|
0190 734Z500
Floor Panels
LUMP|
|
8447.00000
8447.00|
|
|
|
0200 734Z510
Carpet Tiles
LUMP|
|
8572.00000
8572.00|
|
|
|
0210 734Z600
TMC Electrical Upgrades
LUMP|
|
25440.00000
25440.00|
|
|
|
0220 734Z700
Cabling Infrastructure
LUMP|
|
29740.00000
29740.00|
|
|
|
0230 734Z900
Training
LUMP|
|
13144.00000
13144.00|
|
|
|
0160 734Z330
Video Encoder
SECTION TOTALS
|
$
687,346.00|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
687,346.00|
$
461,739.69|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 012 -1
VENDOR RANKING
CALL ORDER
: 012
10:00 AM
DIVISION
: 01
CONTRACT TIME : 100
Working Days
on
various streets in Huntsville at sites as indicated by the
plans.
Length 11.897 mi.
COUNTIES : MADISON
(available days)
PROJECT(S) : STMHV-CN10(920)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
2,219,523.02 100.0000%
2
18037
REED CONTRACTING SERVICES, INC.
$
2,271,238.44 102.3300%
3
18031
ROGERS GROUP, INC.
$
2,490,017.31 112.1870%
4
01096
$
2,800,030.51 126.1546%
DATE : 04/07/10
PAGE : 012 -2
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 18031
|WIREGRASS CONSTRUCTION COMP |REED CONTRACTING SERVICES, |ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
377.000 SQYD|
11.50000
4335.50|
8.38000
3159.26|
10.00000
3770.00
Removing Concrete Sidewalk
|
|
|
0020 206D003
|
|
5.00000
4425.00|
|
8.02000
7097.70|
|
6.00000
5310.00
22335.000
GAL |
|
0.50000
11167.50|
|
2.55000
56954.25|
|
2.75000
61421.25
0040 407B000
41.000
Pavement
MILE|
|
250.00000
10250.00|
|
295.92000
12132.72|
|
850.00000
34850.00
0.65000
7541.95
0.55000
169106.30
0030 405A000
Tack Coat
885.000
LF
|
|
0050 408A051
11603.000 SQYD|
|
|
0.85000
0060 408A052
307466.000 SQYD|
|
|
0.27000
0070 410H000
1.000
9862.55|
|
|
0.52000
|
83015.82|
|
6033.56|
|
|
0.48000
|
147583.68|
|
|
EACH|
|
15000.00000
15000.00|
|
7698.11000
7698.11|
|
55000.00000
55000.00
0080 424A356
638.000 TON |
|
|
59.75000
38120.50|
|
60.59000
38656.42|
|
63.55000
40544.90
60.85000
88354.20
|
0090 424A360
1452.000 TON |
|
|
|
56.50000
|
|
|
|
82038.00|
|
55.89000
81152.28|
|
|
|
|
|
DATE : 04/07/10
PAGE : 012 -3
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424A361
25066.000 TON |
51.25000
1284632.50|
53.28000
1335516.48|
55.82000
1399184.12
|
|
|
|
|
|
|
0110 424B655
257.000 TON |
|
|
|
150.00000
|
0120 430B040
560.000 TON |
Aggregate Surfacing (Crushed Aggregate |
Base, Type B)
|
30.00000
38550.00|
|
|
97.67000
25101.19|
|
|
|
|
|
16800.00|
|
23.29000
|
13042.40|
|
70.00000
17990.00
17.00000
9520.00
|
0130 600A000
Mobilization
LUMP|
|
100000.00000
100000.00|
|
9491.55000
9491.55|
|
70128.44000
70128.44
0140 618A000
431.000
SQYD|
|
45.00000
19395.00|
|
36.12000
15567.72|
|
40.00000
17240.00
0150 618B003
80.000 SQYD|
Concrete Driveway, 6" Thick (Includes
|
Wire Mesh)
|
55.00000
4400.00|
|
40.63000
3250.40|
|
80.00000
6400.00
0160 622A002
15.000
Manhole Covers Reset (Sanitary)
EACH|
|
0170 623A001
65.000
LF
0180 623C003
756.000
(Modified)
LF
|
|
175.00000
2625.00|
|
497.78000
7466.70|
|
750.00000
11250.00
|
|
35.00000
2275.00|
|
19.17000
1246.05|
|
45.00000
2925.00
|
|
20.00000
15120.00|
|
19.02000
14379.12|
|
20.00000
15120.00
|
|
|
DATE : 04/07/10
PAGE : 012 -4
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 665G000
20.000 EACH|
10.00000
200.00|
5.66000
113.20|
25.00000
500.00
Sand Bags
|
|
|
0200 665J002
Silt Fence
200.000
LF
|
|
6.00000
1200.00|
|
2.19000
438.00|
|
7.50000
1500.00
0210 665O001
Silt Fence Removal
200.000
LF
|
|
2.00000
400.00|
|
0.91000
182.00|
|
1.00000
200.00
0220 665Q002
Wattle
200.000
LF
|
|
8.75000
1750.00|
|
3.72000
744.00|
|
20.00000
4000.00
LUMP|
|
1500.00000
1500.00|
|
0.01000
0.01|
|
10000.00000
10000.00
0240 698A000
LUMP|
to $ 123,000.00)
|
25000.00000
25000.00|
|
0.01000
0.01|
|
1.00000
1.00
0250 701A231
7.000 MILE|
|
Stripe
|
2500.00000
2500.00000
17500.00
0260 701A235
25.000 MILE|
|
Stripe
|
2500.00000
2500.00000
62500.00
0270 701A240
21.000 MILE|
|
Stripe
|
1450.00000
1450.00000
30450.00
0280 701A245
20.000 MILE|
Stripe
|
1450.00000
1450.00000
29000.00
0230 680A000
|
17500.00|
|
|
2625.00000
|
62500.00|
|
|
2625.00000
|
30450.00|
|
|
65625.00|
|
|
1522.50000
|
29000.00|
|
18375.00|
|
31972.50|
|
|
1522.50000
30450.00|
|
|
DATE : 04/07/10
PAGE : 012 -5
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 701B205
810.000 LF |
1.50000
1215.00|
1.58000
1279.80|
1.50000
1215.00
|
|
0300 701C000
27.000
MILE|
|
850.00000
22950.00|
|
945.00000
25515.00|
|
850.00000
22950.00
0310 701C001
31.000
MILE|
|
890.00000
27590.00|
|
971.25000
30108.75|
|
890.00000
27590.00
5.00000
800.00|
|
4.20000
672.00|
|
5.00000
800.00
5.00000
800.00
5.00000
800.00
0320 701G140
160.000 LF
Stripe
0330 701G148
160.000 LF
Stripe
0340 701G152
160.000 LF
Stripe
|
|
|
|
|
|
5.00000
|
|
|
800.00|
|
|
4.20000
|
5.00000
|
800.00|
|
672.00|
|
|
4.20000
|
672.00|
|
|
0350 701H000
160.000 LF
Solid Traffic Stripe Removed (Paint)
|
|
2.00000
320.00|
|
1.05000
168.00|
|
2.00000
320.00
0360 701H005
320.000 LF
Broken Traffic Stripe Removed (Paint)
|
|
2.00000
640.00|
|
1.05000
336.00|
|
2.00000
640.00
0370 703A002
21271.000 SQFT|
A
|
4.00000
85084.00|
|
4.46000
94868.66|
|
4.00000
85084.00
0380 703B002
1259.000 SQFT|
4.00000
5036.00|
|
4.73000
5955.07|
|
4.00000
5036.00
0390 705A037
2880.000 EACH|
|
5.00000
14400.00|
|
5.78000
16646.40|
|
5.00000
14400.00
|
|
DATE : 04/07/10
PAGE : 012 -6
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0400 705A039
1560.000 EACH|
5.00000
7800.00|
5.78000
9016.80|
5.00000
7800.00
|
|
|
0410 730H001
Loop Wire
|
|
1.95000
100068.15|
|
2.05000
105199.85|
|
1.95000
100068.15
SQFT|
|
6.50000
27839.50|
|
7.18000
30751.94|
|
6.50000
27839.50
SQFT|
|
7.00000
126.00|
|
7.74000
139.32|
|
7.00000
126.00
0440 740C002
6.000 SQFT|
|
Plaque)
|
7.00000
42.00|
|
7.74000
46.44|
|
7.00000
42.00
0420 740B000
Construction Signs
51317.000
4283.000
0430 740C000
0450 740D000
Channelizing Drums
18.000
LF
|
|
50.000
EACH|
|
50.00000
2500.00|
|
50.84000
2542.00|
|
45.00000
2250.00
0460 740E000
400.000
EACH|
|
10.00000
4000.00|
|
9.17000
3668.00|
|
17.00000
6800.00
0470 740M001
Ballast For Cone
400.000
EACH|
|
5.00000
2000.00|
|
0.01000
4.00|
|
6.00000
2400.00
1.000
EACH|
|
0.00000
0.00|
|
2087.12000
2087.12|
|
5000.00000
5000.00
0490 741C010
1.000 EACH|
|
Sign Unit
|
1500.00000
1500.00|
|
1892.22000
1892.22|
|
1712.00000
1712.00
0500 742A001
1.000 EACH|
Portable Changeable Message Sign, Type |
2500.00000
5037.50000
5037.50
0480 740O000
Pilot Car
|
2500.00|
|
|
5567.76000
5567.76|
|
SECTION TOTALS
|
$ 2,219,523.02|
$ 2,271,238.44|
$ 2,490,017.31
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 2,219,523.02|
$ 2,271,238.44|
$ 2,490,017.31
====================================================================================================================================
DATE : 04/07/10
PAGE : 012 -7
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
377.000 SQYD|
22.15000
8350.55|
|
|
|
|
0020 206D003
|
|
9.12000
8071.20|
|
|
|
22335.000
GAL |
|
3.46000
77279.10|
|
|
|
0040 407B000
41.000
Pavement
MILE|
|
357.75000
14667.75|
|
|
|
|
|
16128.17|
|
|
|
|
|
451975.02|
|
|
|
|
|
0030 405A000
Tack Coat
885.000
LF
|
0050 408A051
11603.000 SQYD|
|
|
1.39000
0060 408A052
307466.000 SQYD|
|
|
1.47000
0070 410H000
1.000
EACH|
|
50885.46000
50885.46|
|
|
|
0080 424A356
638.000 TON |
|
|
74.16000
47314.08|
|
|
|
|
|
|
|
90082.08|
|
|
|
|
|
|
|
|
0090 424A360
1452.000 TON |
|
|
|
62.04000
DATE : 04/07/10
PAGE : 012 -8
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424A361
25066.000 TON |
60.04000
1504962.64|
|
|
|
|
|
|
|
|
0110 424B655
257.000 TON |
|
|
78.11000
|
0120 430B040
560.000 TON |
Base, Type B)
|
21.16000
|
|
20074.27|
|
|
|
|
|
|
|
11849.60|
|
|
|
|
|
0130 600A000
Mobilization
LUMP|
|
11747.85000
11747.85|
|
|
|
0140 618A000
431.000
SQYD|
|
33.35000
14373.85|
|
|
|
0150 618B003
80.000 SQYD|
|
Wire Mesh)
|
51.07000
4085.60|
|
|
|
|
|
121.26000
1818.90|
|
|
|
0160 622A002
15.000
EACH|
|
0170 623A001
65.000
LF
|
|
37.52000
2438.80|
|
|
|
0180 623C003
756.000
(Modified)
LF
|
|
19.55000
14779.80|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 012 -9
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 665G000
20.000 EACH|
10.40000
208.00|
|
Sand Bags
|
|
|
0200 665J002
Silt Fence
200.000
LF
|
|
2.76000
552.00|
|
|
|
0210 665O001
Silt Fence Removal
200.000
LF
|
|
1.04000
208.00|
|
|
|
0220 665Q002
Wattle
200.000
LF
|
|
6.24000
1248.00|
|
|
|
LUMP|
|
103.96000
103.96|
|
|
|
0240 698A000
LUMP|
to $ 123,000.00)
|
0.00000
0.00|
|
|
|
|
|
0250 701A231
7.000 MILE|
|
Stripe
|
2475.37000
17327.59|
|
|
|
|
|
0260 701A235
25.000 MILE|
|
Stripe
|
2475.37000
61884.25|
|
|
|
|
|
0270 701A240
21.000 MILE|
|
Stripe
|
1435.73000
30150.33|
|
|
|
|
|
0280 701A245
20.000 MILE|
Stripe
|
1435.73000
28714.60|
|
|
|
|
|
0230 680A000
DATE : 04/07/10
PAGE : 012 -10
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 701B205
810.000 LF |
1.49000
1206.90|
|
|
|
0300 701C000
27.000
MILE|
|
891.11000
24059.97|
|
|
|
0310 701C001
31.000
MILE|
|
915.92000
28393.52|
|
|
|
3.96000
633.60|
|
|
|
|
|
633.60|
|
|
|
|
|
633.60|
|
|
|
|
|
0320 701G140
160.000 LF
Stripe
0330 701G148
160.000 LF
Stripe
0340 701G152
160.000 LF
Stripe
|
|
|
|
|
3.96000
|
|
|
3.96000
|
0350 701H000
160.000 LF
|
|
0.99000
158.40|
|
|
|
0360 701H005
320.000 LF
|
|
0.99000
316.80|
|
|
|
0370 703A002
21271.000 SQFT|
A
|
4.21000
89550.91|
|
|
|
|
|
0380 703B002
1259.000 SQFT|
4.46000
5615.14|
|
|
|
0390 705A037
2880.000 EACH|
|
5.45000
15696.00|
|
|
|
DATE : 04/07/10
PAGE : 012 -11
TABULATION OF BIDS
CALL ORDER
: 012
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0400 705A039
1560.000 EACH|
5.45000
8502.00|
|
|
|
|
0410 730H001
Loop Wire
|
|
1.93000
99041.81|
|
|
|
SQFT|
|
6.76000
28953.08|
|
|
|
SQFT|
|
7.28000
131.04|
|
|
|
0440 740C002
6.000 SQFT|
|
Plaque)
|
7.28000
43.68|
|
|
|
|
|
0450 740D000
Channelizing Drums
0420 740B000
Construction Signs
51317.000
4283.000
0430 740C000
18.000
LF
50.000
EACH|
|
1.12000
56.00|
|
|
|
0460 740E000
400.000
EACH|
|
4.21000
1684.00|
|
|
|
0470 740M001
Ballast For Cone
400.000
EACH|
|
2.32000
928.00|
|
|
|
1.000
EACH|
|
1668.91000
1668.91|
|
|
|
0490 741C010
1.000 EACH|
|
Sign Unit
|
280.70000
280.70|
|
|
|
|
|
0500 742A001
1.000 EACH|
561.40000
561.40|
|
|
|
0480 740O000
Pilot Car
SECTION TOTALS
|
$ 2,800,030.51|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 2,800,030.51|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 013 -1
VENDOR RANKING
CALL ORDER
: 013
10:00 AM
DIVISION
: 01
CONTRACT TIME : 100
Working Days
on various streets in Huntsville at sites as indicated by
the plans. Length 8.152 mi.
COUNTIES : MADISON
(available days)
PROJECT(S) : STMHV-CN10(921)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
18037
$
1,571,361.89 100.0000%
2
23024
$
1,624,833.95 103.4029%
3
01096
$
1,761,479.42 112.0989%
4
18031
ROGERS GROUP, INC.
$
1,806,422.82 114.9591%
DATE : 04/07/10
PAGE : 013 -2
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 18037
|(
2 ) 23024
|(
3 ) 01096
|REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
201.000 SQYD|
7.87000
1581.87|
11.50000
2311.50|
30.00000
6030.00
|
|
|
0020 206D003
|
|
8.10000
947.70|
|
5.50000
643.50|
|
25.86000
3025.62
12834.000
GAL |
|
2.55000
32726.70|
|
0.50000
6417.00|
|
3.46000
44405.64
0040 407B000
14.000
Pavement
MILE|
|
349.27000
4889.78|
|
250.00000
3500.00|
|
439.72000
6156.08
0.50000
21961.00
0.84000
89365.92
0030 405A000
Tack Coat
117.000
LF
|
|
0050 408A051
43922.000 SQYD|
|
|
0.75000
0060 408A052
106388.000 SQYD|
|
|
0.56000
0070 410H000
1.000
32941.50|
|
|
0.75000
|
59577.28|
|
32941.50|
|
|
0.50000
|
53194.00|
|
|
EACH|
|
6346.52000
6346.52|
|
10000.00000
10000.00|
|
53166.95000
53166.95
0080 424A356
3245.000 TON |
|
|
61.32000
198983.40|
|
61.35000
199080.75|
|
67.66000
219556.70
63.94000
87086.28
|
0090 424A358
1362.000 TON |
|
|
|
54.18000
|
|
|
|
73793.16|
|
58.50000
79677.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 013 -3
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 18037
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424A361
11895.000 TON |
54.27000
645541.65|
53.90000
641140.50|
60.59000
720718.05
|
|
|
|
|
|
|
0110 424B655
372.000 TON |
|
|
|
76.28000
|
0120 430B040
2414.000 TON |
Base, Type B)
|
15.75000
28376.16|
|
|
150.00000
55800.00|
|
|
|
|
|
38020.50|
|
25.00000
|
60350.00|
|
101.19000
37642.68
17.23000
41593.22
|
0130 600A000
Mobilization
LUMP|
|
5075.25000
5075.25|
|
50000.00000
50000.00|
|
16056.69000
16056.69
0140 618A000
201.000
SQYD|
|
38.15000
7668.15|
|
45.00000
9045.00|
|
40.11000
8062.11
0150 618B003
34.000 SQYD|
|
Wire Mesh)
|
39.62000
1347.08|
|
55.00000
1870.00|
|
58.85000
2000.90
0160 622A002
15.000
EACH|
|
0170 623C003
69.000
(Modified)
LF
0180 665G000
Sand Bags
|
|
|
498.32000
7474.80|
|
175.00000
2625.00|
|
121.19000
1817.85
20.49000
1413.81|
|
30.00000
2070.00|
|
21.88000
1509.72
6.75000
135.00
|
20.000
EACH|
|
|
|
5.67000
113.40|
|
|
10.00000
200.00|
|
DATE : 04/07/10
PAGE : 013 -4
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 18037
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 665J002
200.000 LF |
2.20000
440.00|
6.00000
1200.00|
2.75000
550.00
Silt Fence
|
|
|
0200 665O001
Silt Fence Removal
200.000
LF
|
|
0.91000
182.00|
|
2.00000
400.00|
|
1.04000
208.00
0210 665Q002
Wattle
200.000
LF
|
|
3.73000
746.00|
|
8.75000
1750.00|
|
6.23000
1246.00
LUMP|
|
0.01000
0.01|
|
1500.00000
1500.00|
|
103.90000
103.90
0230 698A000
LUMP|
to $ 87,500.00)
|
0.01000
0.01|
|
17500.00000
17500.00|
|
0.00000
0.00
0240 701A231
13.000 MILE|
|
Stripe
|
2625.00000
2473.90000
32160.70
0250 701A235
13.000 MILE|
|
Stripe
|
2625.00000
2473.90000
32160.70
0260 701A240
6.000 MILE|
|
Stripe
|
1522.50000
1434.88000
8609.28
0270 701A245
5.000 MILE|
Stripe
|
1522.50000
1434.88000
7174.40
0280 701B205
4570.000 LF |
1.58000
1.49000
6809.30
0220 680A000
|
34125.00|
|
|
2500.00000
|
34125.00|
|
|
2500.00000
|
9135.00|
|
1450.00000
8700.00|
|
|
1450.00000
|
7220.60|
|
32500.00|
|
|
|
7612.50|
|
32500.00|
|
7250.00|
|
|
1.50000
6855.00|
|
DATE : 04/07/10
PAGE : 013 -5
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 18037
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 701C000
10.000 MILE|
945.00000
9450.00|
850.00000
8500.00|
890.58000
8905.80
|
|
|
0300 701C001
25.000
MILE|
|
0310 701G140
262.000 LF
Stripe
0320 701G144
590.000 LF
Stripe
0330 701G152
338.000 LF
Stripe
|
|
971.25000
24281.25|
|
890.00000
22250.00|
|
915.37000
22884.25
4.20000
1100.40|
|
5.00000
1310.00|
|
3.96000
1037.52
3.96000
2336.40
3.96000
1338.48
|
|
|
|
4.20000
|
|
|
2478.00|
|
|
5.00000
|
4.20000
|
1419.60|
|
2950.00|
|
|
5.00000
|
1690.00|
|
|
0340 701H000
928.000 LF
|
|
1.05000
974.40|
|
2.00000
1856.00|
|
0.99000
918.72
0350 701H005
262.000 LF
|
|
1.05000
275.10|
|
2.00000
524.00|
|
0.99000
259.38
0360 703A002
19718.000 SQFT|
A
|
4.46000
87942.28|
|
4.00000
78872.00|
|
4.21000
83012.78
0370 703B002
1881.000 SQFT|
4.73000
8897.13|
|
4.00000
7524.00|
|
4.46000
8389.26
0380 705A037
924.000 EACH|
|
5.78000
5340.72|
|
5.00000
4620.00|
|
5.44000
5026.56
0390 705A039
1018.000 EACH|
|
5.78000
5884.04|
|
5.00000
5090.00|
|
5.71000
5812.78
|
|
DATE : 04/07/10
PAGE : 013 -6
TABULATION OF BIDS
CALL ORDER
: 013
10:00 AM
DIVISION
: 01
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 18037
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0400 730H001
63264.000 LF |
2.21000
139813.44|
2.05000
129691.20|
2.23000
141078.72
Loop Wire
|
|
|
0410 740B000
Construction Signs
4072.000
SQFT|
|
7.18000
29236.96|
|
6.50000
26468.00|
|
6.75000
27486.00
SQFT|
|
7.74000
139.32|
|
7.00000
126.00|
|
7.27000
130.86
0430 740C002
6.000 SQFT|
|
Plaque)
|
7.74000
46.44|
|
7.00000
42.00|
|
7.27000
43.62
0420 740C000
0440 740D000
Channelizing Drums
18.000
|
|
50.000
EACH|
|
50.84000
2542.00|
|
46.00000
2300.00|
|
1.12000
56.00
0450 740E000
400.000
EACH|
|
9.18000
3672.00|
|
10.00000
4000.00|
|
4.21000
1684.00
0460 740M001
Ballast For Cone
400.000
EACH|
|
0.01000
4.00|
|
5.00000
2000.00|
|
2.31000
924.00
0470 741C010
1.000 EACH|
|
Sign Unit
|
1892.22000
1892.22|
|
1500.00000
1500.00|
|
280.53000
280.53
0480 742A001
1.000 EACH|
5567.76000
561.07000
561.07
|
5567.76|
|
|
2500.00000
2500.00|
|
SECTION TOTALS
|
$ 1,571,361.89|
$ 1,624,833.95|
$ 1,761,479.42
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,571,361.89|
$ 1,624,833.95|
$ 1,761,479.42
====================================================================================================================================
DATE : 04/07/10
PAGE : 013 -7
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 18031
|(
)
|(
)
|ROGERS GROUP, INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
201.000 SQYD|
10.00000
2010.00|
|
|
|
|
0020 206D003
|
|
6.00000
702.00|
|
|
|
12834.000
GAL |
|
2.60000
33368.40|
|
|
|
0040 407B000
14.000
Pavement
MILE|
|
850.00000
11900.00|
|
|
|
|
|
37333.70|
|
|
|
|
|
73407.72|
|
|
|
|
|
0030 405A000
Tack Coat
117.000
LF
|
0050 408A051
43922.000 SQYD|
|
|
0.85000
0060 408A052
106388.000 SQYD|
|
|
0.69000
0070 410H000
1.000
EACH|
|
45000.00000
45000.00|
|
|
|
0080 424A356
3245.000 TON |
|
|
70.03000
227247.35|
|
|
|
|
|
|
|
90777.30|
|
|
|
|
|
|
|
|
0090 424A358
1362.000 TON |
|
|
|
66.65000
DATE : 04/07/10
PAGE : 013 -8
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 18031
|(
)
|(
)
|ROGERS GROUP, INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424A361
11895.000 TON |
61.79000
734992.05|
|
|
|
|
|
|
|
|
0110 424B655
372.000 TON |
|
|
70.00000
|
0120 430B040
2414.000 TON |
Base, Type B)
|
16.00000
|
|
26040.00|
|
|
|
|
|
|
|
38624.00|
|
|
|
|
|
0130 600A000
Mobilization
LUMP|
|
51000.00000
51000.00|
|
|
|
0140 618A000
201.000
SQYD|
|
40.00000
8040.00|
|
|
|
0150 618B003
34.000 SQYD|
|
Wire Mesh)
|
80.00000
2720.00|
|
|
|
|
|
750.00000
11250.00|
|
|
|
28.00000
1932.00|
|
|
|
|
|
500.00|
|
|
|
0160 622A002
15.000
EACH|
|
0170 623C003
69.000
(Modified)
LF
0180 665G000
Sand Bags
|
|
|
20.000
EACH|
|
25.00000
DATE : 04/07/10
PAGE : 013 -9
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 18031
|(
)
|(
)
|ROGERS GROUP, INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 665J002
200.000 LF |
7.50000
1500.00|
|
Silt Fence
|
|
|
0200 665O001
Silt Fence Removal
200.000
LF
|
|
1.00000
200.00|
|
|
|
0210 665Q002
Wattle
200.000
LF
|
|
20.00000
4000.00|
|
|
|
LUMP|
|
7500.00000
7500.00|
|
|
|
0230 698A000
LUMP|
to $ 87,500.00)
|
1.00000
1.00|
|
|
|
|
|
0240 701A231
13.000 MILE|
|
Stripe
|
2500.00000
32500.00|
|
|
|
|
|
0250 701A235
13.000 MILE|
|
Stripe
|
2500.00000
32500.00|
|
|
|
|
|
0260 701A240
6.000 MILE|
|
Stripe
|
1450.00000
8700.00|
|
|
|
|
|
0270 701A245
5.000 MILE|
Stripe
|
1450.00000
7250.00|
|
|
|
|
|
0280 701B205
4570.000 LF |
1.50000
6855.00|
|
|
|
0220 680A000
DATE : 04/07/10
PAGE : 013 -10
TABULATION OF BIDS
CALL ORDER
: 013
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 18031
|(
)
|(
)
|ROGERS GROUP, INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 701C000
10.000 MILE|
900.00000
9000.00|
|
|
|
|
0300 701C001
25.000
MILE|
|
0310 701G140
262.000 LF
Stripe
0320 701G144
590.000 LF
Stripe
0330 701G152
338.000 LF
Stripe
|
|
925.00000
23125.00|
|
|
|
4.00000
1048.00|
|
|
|
|
|
2360.00|
|
|
|
|
|
1352.00|
|
|
|
|
|
|
|
|
4.00000
|
|
|
4.00000
|
0340 701H000
928.000 LF
|
|
1.00000
928.00|
|
|
|
0350 701H005
262.000 LF
|
|
1.00000
262.00|
|
|
|
0360 703A002
19718.000 SQFT|
A
|
4.25000
83801.50|
|
|
|
|
|
0370 703B002
1881.000 SQFT|
4.50000
8464.50|
|
|
|
0380 705A037
924.000 EACH|
|
5.50000
5082.00|
|
|
|
0390 705A039
1018.000 EACH|
|
5.50000
5599.00|
|
|
|
DATE : 04/07/10
PAGE : 013 -11
TABULATION OF BIDS
CALL ORDER
: 013
10:00 AM
DIVISION
: 01
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 18031
|(
)
|(
)
|ROGERS GROUP, INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0400 730H001
63264.000 LF |
1.95000
123364.80|
|
Loop Wire
|
|
|
0410 740B000
Construction Signs
4072.000
SQFT|
|
6.50000
26468.00|
|
|
|
SQFT|
|
7.00000
126.00|
|
|
|
0430 740C002
6.000 SQFT|
|
Plaque)
|
7.00000
42.00|
|
|
|
|
|
0420 740C000
0440 740D000
Channelizing Drums
18.000
50.000
EACH|
|
40.00000
2000.00|
|
|
|
0450 740E000
400.000
EACH|
|
16.00000
6400.00|
|
|
|
0460 740M001
Ballast For Cone
400.000
EACH|
|
6.00000
2400.00|
|
|
|
0470 741C010
1.000 EACH|
|
Sign Unit
|
1712.00000
1712.00|
|
|
|
|
|
0480 742A001
1.000 EACH|
5037.50000
5037.50|
|
|
|
SECTION TOTALS
|
$ 1,806,422.82|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,806,422.82|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 015 -1
VENDOR RANKING
CALL ORDER
: 015
DIVISION
: 01
CONTRACT TIME :
90
Working Days
HUNTSVILLE
for constructing the Widening, Planing, Resurfacing, Traffic
Stripe and Signals on CR-16 (Wall Triana Highway) from Gooch
Lane to the Madison city limits. Length 0.712 mi.
COUNTIES : MADISON
10:00 AM
(available days)
PROJECT(S) : STMHV-8509(601)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01096
$
881,407.80 100.0000%
2
18037
$
889,534.31 100.9220%
3
09026
$
927,086.87 105.1825%
4
23024
$
963,953.11 109.3652%
DATE : 04/07/10
PAGE : 015 -2
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2 ) 18037
|(
3 ) 09026
|REED CONTRACTING SERVICES, |ANGELO IAFRATE CONSTRUCTION COM
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
8000.00000
8000.00|
8000.00000
8000.00
|
|
|
Allowable Bid $ 4000.00 Per
Acre)(Approximately 2 Acres)
|
|
|
|
0020 206C000
210.000
SQYD|
|
0030 206D003
LF
|
|
11.31000
2375.10|
|
9.98000
2095.80|
|
11.66000
2448.60
|
|
4.01000
10690.66|
|
3.83000
10210.78|
|
4.83000
12876.78
5.000
EACH|
|
487.45000
2437.25|
|
170.77000
853.85|
|
300.87000
1504.35
0050 210A000
1904.000
CUYD|
|
8.14000
15498.56|
|
14.60000
27798.40|
|
7.90000
15041.60
0060 210D000
Borrow Excavation
1441.000
CUYD|
|
12.12000
17464.92|
|
12.51000
18026.91|
|
17.09000
24626.69
705.000
CUYD|
|
1.00000
705.00|
|
0.01000
7.05|
|
8.25000
5816.25
0080 214B001
987.000
CUYD|
|
19.27000
19019.49|
|
0.01000
9.87|
|
36.42000
35946.54
0090 301A012
5429.000 SQYD|
|
8.61000
46743.69|
|
6.47000
35125.63|
|
8.95000
48589.55
0100 401A000
5429.000
SQYD|
|
1.00000
5429.00|
|
1.01000
5483.29|
|
1.18000
6406.22
0110 405A000
Tack Coat
1357.000
GAL |
|
3.57000
4844.49|
|
2.78000
3772.46|
|
3.76000
5102.32
0040 206E001
Removing Inlets
0070 214A000
2666.000
|
|
DATE : 04/07/10
PAGE : 015 -3
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 407B000
4.000 MILE|
342.78000
1371.12|
576.43000
2305.72|
1363.00000
5452.00
|
|
|
Pavement
|
|
|
0130 408A052
19480.000 SQYD|
|
|
1.53000
0140 408A053
3371.000 SQYD|
|
|
1.89000
0150 424A358
50.000 TON |
|
|
100.00000
75.80000
74.03000
|
0180 424B655
50.000 TON |
|
|
|
6371.19|
|
100.00000
5000.00|
|
21233.20|
|
1.05000
3539.55|
|
91.27000
4563.50|
|
|
|
|
72.85000
161217.05|
|
|
|
|
|
86689.13|
|
64.65000
75705.15|
|
|
|
|
|
5000.00|
|
23765.60
2.35000
7921.85
136.30000
6815.00
62.04000
137294.52
68.62000
80354.02
145.70000
7285.00
|
|
167745.40|
|
1.22000
|
|
|
0170 424B651
1171.000 TON |
|
Mix, ESAL Range C/D
|
1.09000
|
|
0160 424A361
2213.000 TON |
|
|
29804.40|
|
88.33000
4416.50|
|
|
|
|
|
DATE : 04/07/10
PAGE : 015 -4
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 530A000
8.000 LF |
94.41000
755.28|
79.00000
632.00|
113.45000
907.60
|
|
|
0200 530A001
713.000
LF
|
|
40.62000
28962.06|
|
23.26000
16584.38|
|
50.77000
36199.01
0210 530A100
5.000
(Extension)
LF
|
|
76.09000
380.45|
|
120.46000
602.30|
|
169.02000
845.10
213.22000
852.88
|
0220 530A101
4.000
(Extension)
LF
|
|
|
101.79000
|
407.16|
|
|
149.85000
|
599.40|
|
|
0230 533A097
17.000 LF
|
|
107.16000
1821.72|
|
42.41000
720.97|
|
72.47000
1231.99
0240 534E001
1112.000 LF
|
|
26.80000
29801.60|
|
3.85000
4281.20|
|
24.85000
27633.20
|
0250 600A000
Mobilization
|
|
LUMP|
|
43579.95000
43579.95|
|
113484.74000
113484.74|
|
61203.59000
61203.59
163.000
CUYD|
|
230.49000
37569.87|
|
229.77000
37452.51|
|
340.63000
55522.69
1.000
CUYD|
|
879.09000
879.09|
|
977.05000
977.05|
|
910.00000
910.00
0280 621A011
9.000
EACH|
|
2262.64000
20363.76|
|
2023.89000
18215.01|
|
1885.00000
16965.00
0290 621C001
Inlets, Type B
EACH|
|
2602.71000
2602.71|
|
2410.41000
2410.41|
|
2245.00000
2245.00
0260 614A000
Slope Paving
0270 620A000
1.000
DATE : 04/07/10
PAGE : 015 -5
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 621C015
5.000 EACH|
2342.72000
11713.60|
3113.68000
15568.40|
2900.00000
14500.00
|
|
|
0310 621C017
1.000
EACH|
|
3027.24000
3027.24|
|
3940.41000
3940.41|
|
3670.00000
3670.00
0320 621C020
Inlets, Type Y
1.000
EACH|
|
3048.69000
3048.69|
|
2560.73000
2560.73|
|
2385.00000
2385.00
0330 621C100
Inlets, Type PR
1.000
EACH|
|
4762.08000
4762.08|
|
4283.99000
4283.99|
|
3990.00000
3990.00
0340 621C111
Inlets, Type PB
8.000
EACH|
|
3700.74000
29605.92|
|
2764.73000
22117.84|
|
2575.00000
20600.00
0350 621D015
1.000
EACH|
|
444.90000
444.90|
|
720.44000
720.44|
|
671.00000
671.00
0360 621D019
Inlet Units, Type Y
1.000
EACH|
|
364.50000
364.50|
|
644.21000
644.21|
|
600.00000
600.00
0370 621D037
Inlet Units, Type PB
2.000
EACH|
|
375.22000
750.44|
|
837.47000
1674.94|
|
780.00000
1560.00
0380 622B000
Gratings Reset
1.000
EACH|
|
1101.17000
1101.17|
|
1053.31000
1053.31|
|
677.11000
677.11
0390 623B001
32.000
Concrete Curb, Type N Special
LF
|
|
50.54000
1617.28|
|
57.98000
1855.36|
|
54.00000
1728.00
0400 623B002
1239.000
LF
|
|
8.12000
10060.68|
|
12.29000
15227.31|
|
11.48000
14223.72
0410 623C003
2697.000
(Modified)
LF
|
|
8.83000
23814.51|
|
11.60000
31285.20|
|
10.80000
29127.60
15.26000
6622.84
0420 650B000
|
434.000
CUYD|
|
|
18.74000
8133.16|
|
|
26.65000
11566.10|
|
DATE : 04/07/10
PAGE : 015 -6
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0430 652A100
1.000 ACRE|
911.25000
911.25|
1201.22000
1201.22|
1500.00000
1500.00
Seeding
|
|
|
0440 656A010
Mulching
1.000
ACRE|
|
911.25000
911.25|
|
772.80000
772.80|
|
1500.00000
1500.00
0450 665G000
Sand Bags
560.000
EACH|
|
6.97000
3903.20|
|
9.27000
5191.20|
|
4.00000
2240.00
0460 665J002
Silt Fence
1790.000
LF
|
|
2.84000
5083.60|
|
3.23000
5781.70|
|
3.95000
7070.50
0470 665O001
Silt Fence Removal
1790.000
LF
|
|
1.07000
1915.30|
|
1.40000
2506.00|
|
1.00000
1790.00
0480 665P005
14.000
EACH|
|
589.63000
8254.82|
|
402.19000
5630.66|
|
400.00000
5600.00
0490 680A000
LUMP|
|
12350.10000
12350.10|
|
21184.34000
21184.34|
|
23550.00000
23550.00
0500 698A000
LUMP|
to $ 44,000.00)
|
0.00000
0.00|
|
0.01000
0.01|
|
1.64000
1.64
0510 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3267.64000
3008.00000
6016.00
0520 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3267.64000
3008.00000
6016.00
0530 701A239
1.000 MILE|
|
Stripe (5" Wide)
|
1838.58000
1692.00000
1692.00
|
6535.28|
|
|
3264.00000
|
6535.28|
|
|
3264.00000
|
1838.58|
|
|
6528.00|
|
6528.00|
|
|
1836.00000
1836.00|
|
|
DATE : 04/07/10
PAGE : 015 -7
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 701A244
1.000 MILE|
1838.58000
1838.58|
1836.00000
1836.00|
1692.00000
1692.00
|
|
Stripe (5" Wide)
|
|
|
0550 701B207
2054.000 LF
(5" Wide)
|
|
2.04000
|
4190.16|
|
2.04000
|
4190.16|
|
1.88000
3861.52
|
0560 701C000
2.000
MILE|
|
918.75000
1837.50|
|
918.00000
1836.00|
|
846.00000
1692.00
0570 701C001
4.000
MILE|
|
918.75000
3675.00|
|
918.00000
3672.00|
|
846.00000
3384.00
0580 701D005
1.000
Solid Traffic Stripe Removed
MILE|
|
2552.57000
2552.57|
|
2550.00000
2550.00|
|
2350.00000
2350.00
0590 703A002
1088.000 SQFT|
A
|
5.10000
5548.80|
|
5.10000
5548.80|
|
4.70000
5113.60
0600 703B002
203.000 SQFT|
5.10000
1035.30|
|
5.10000
1035.30|
|
4.70000
954.10
0610 703D001
1088.000
SQFT|
|
2.55000
2774.40|
|
2.55000
2774.40|
|
2.35000
2556.80
0620 705A023
91.000 EACH|
|
5.87000
534.17|
|
5.87000
534.17|
|
5.41000
492.31
0630 705A030
87.000 EACH|
|
5.87000
510.69|
|
5.87000
510.69|
|
5.41000
470.67
0640 705A031
113.000 EACH|
|
5.87000
663.31|
|
5.87000
663.31|
|
5.41000
611.33
|
|
DATE : 04/07/10
PAGE : 015 -8
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0650 705A032
50.000 EACH|
5.87000
293.50|
5.87000
293.50|
5.41000
270.50
|
|
|
0660 705A037
151.000 EACH|
|
5.87000
886.37|
|
5.87000
886.37|
|
5.41000
816.91
0670 705A038
25.000 EACH|
|
5.87000
146.75|
|
5.87000
146.75|
|
5.41000
135.25
0680 730A000
LUMP|
|
Unit ( U.S. 72 at Wall Triana Highway)
|
1191.44000
1191.44|
|
1836.00000
1836.00|
|
1692.00000
1692.00
0690 730C000
LUMP|
|
Control Unit ( U.S. 72 at Wall Triana
Highway)
|
3687.56000
6110.00000
6110.00
|
|
3687.56|
|
|
6630.00000
6630.00|
|
|
|
|
|
0700 730E000
2.000 EACH|
|
2022.93000
4045.86|
|
2448.00000
4896.00|
|
2256.00000
4512.00
0710 730F000
1.000 EACH|
Metal Traffic Signal Pole With 68' and |
70' Dual Mast Arm Assembly
|
12638.14000
12638.14|
|
11832.00000
11832.00|
|
10904.00000
10904.00
0720 730F001
1.000 EACH|
|
11963.59000
10904.00000
10904.00
0730 730K000
0740 730L002
1", Metallic, Conduit
3.000
15.000
EACH|
|
LF
|
|
|
11963.59|
|
|
11832.00000
|
11832.00|
|
|
517.48000
1552.44|
|
280.50000
841.50|
|
258.50000
775.50
6.26000
93.90|
|
10.20000
153.00|
|
9.40000
141.00
DATE : 04/07/10
PAGE : 015 -9
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0750 730L003
30.000 LF |
4.55000
136.50|
7.14000
214.20|
6.58000
197.40
|
|
|
0760 730L005
496.000
|
|
5.67000
2812.32|
|
8.16000
4047.36|
|
7.52000
3729.92
0770 730N000
1.000 EACH|
Luminaire Extension Assembly, 12 Foot
|
1048.15000
1048.15|
|
805.80000
805.80|
|
742.60000
742.60
738.40000
9599.20|
|
714.00000
9282.00|
|
658.00000
8554.00
1128.00000
1128.00
0780 730P022
13.000
Section, Type LED
LF
EACH|
|
|
0790 730P024
1.000
Section, Type LED
EACH|
|
|
1308.79000
|
0800 730R022
1.000 EACH|
1308.79|
|
|
1224.00000
|
1224.00|
|
|
9793.64000
9793.64|
|
9690.00000
9690.00|
|
8930.00000
8930.00
EACH|
|
539.80000
539.80|
|
765.00000
765.00|
|
705.00000
705.00
0820 730U015
LUMP|
Video Detection System (U.S. 72 at Wall |
Triana Highway)
|
25537.02000
25537.02|
|
24990.00000
24990.00|
|
23030.00000
23030.00
0810 730T000
Wood Pole
0830 740B000
Construction Signs
1.000
904.000
|
|
SQFT|
|
7.50000
6780.00|
|
9.94000
8985.76|
|
7.00000
6328.00
0840 740C002
12.000 SQFT|
|
Plaque)
|
7.51000
90.12|
|
9.84000
118.08|
|
7.00000
84.00
0850 740D000
Channelizing Drums
5.79000
25.00000
1875.00
75.000
EACH|
|
|
434.25|
|
|
0.01000
0.75|
|
DATE : 04/07/10
PAGE : 015 -10
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18037
|(
3 ) 09026
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0860 740E000
50.000 EACH|
1.16000
58.00|
0.01000
0.50|
12.50000
625.00
|
|
|
0870 740F002
EACH|
|
208.41000
1667.28|
|
278.13000
2225.04|
|
90.00000
720.00
0880 740I005
4.000 EACH|
248.72000
994.88|
|
377.02000
1508.08|
|
150.00000
600.00
EACH|
|
0.58000
29.00|
|
0.01000
0.50|
|
2.50000
125.00
0900 741C010
2.000 EACH|
|
Sign Unit
|
289.46000
578.92|
|
618.07000
1236.14|
|
2000.00000
4000.00
42.30000
9179.10
0890 740M001
Ballast For Cone
8.000
50.000
0910 756A028
217.000 LF
Installation
|
|
|
|
43.06000
9344.02|
|
|
|
45.90000
9960.30|
|
|
SECTION TOTALS
|
$
881,407.80|
$
889,534.31|
$
927,086.87
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
881,407.80|
$
889,534.31|
$
927,086.87
====================================================================================================================================
DATE : 04/07/10
PAGE : 015 -11
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|WIREGRASS CONSTRUCTION COMP |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
7900.00000
7900.00|
|
|
|
|
Allowable Bid $ 4000.00 Per
Acre)(Approximately 2 Acres)
|
|
|
|
|
|
0020 206C000
210.000
SQYD|
|
7.00000
1470.00|
|
|
|
0030 206D003
LF
|
|
4.00000
10664.00|
|
|
|
5.000
EACH|
|
600.00000
3000.00|
|
|
|
0050 210A000
1904.000
CUYD|
|
9.00000
17136.00|
|
|
|
0060 210D000
Borrow Excavation
1441.000
CUYD|
|
13.00000
18733.00|
|
|
|
705.000
CUYD|
|
0.00000
0.00|
|
|
|
0080 214B001
987.000
CUYD|
|
38.00000
37506.00|
|
|
|
0090 301A012
5429.000 SQYD|
|
9.50000
51575.50|
|
|
|
|
|
0100 401A000
5429.000
SQYD|
|
1.15000
6243.35|
|
|
|
0110 405A000
Tack Coat
1357.000
GAL |
|
4.00000
5428.00|
|
|
|
0040 206E001
Removing Inlets
0070 214A000
2666.000
DATE : 04/07/10
PAGE : 015 -12
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 407B000
4.000 MILE|
1450.00000
5800.00|
|
|
|
|
Pavement
|
|
|
0130 408A052
19480.000 SQYD|
|
|
1.30000
0140 408A053
3371.000 SQYD|
|
|
2.50000
0150 424A358
50.000 TON |
|
|
145.00000
|
0160 424A361
2213.000 TON |
|
|
68.00000
|
0170 424B651
1171.000 TON |
|
Mix, ESAL Range C/D
|
73.00000
|
0180 424B655
50.000 TON |
|
|
|
155.00000
25324.00|
|
|
|
|
|
8427.50|
|
|
|
|
|
7250.00|
|
|
|
|
|
|
|
150484.00|
|
|
|
|
|
|
|
85483.00|
|
|
|
|
|
|
|
7750.00|
|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 015 -13
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 530A000
8.000 LF |
96.00000
768.00|
|
|
|
|
0200 530A001
713.000
LF
|
|
38.00000
27094.00|
|
|
|
0210 530A100
5.000
(Extension)
LF
|
|
130.00000
650.00|
|
|
|
|
|
600.00|
|
|
|
|
|
|
0220 530A101
4.000
(Extension)
LF
|
|
150.00000
|
0230 533A097
17.000 LF
|
|
71.00000
1207.00|
|
|
|
0240 534E001
1112.000 LF
|
|
8.00000
8896.00|
|
|
|
|
|
|
0250 600A000
Mobilization
LUMP|
|
146000.00000
146000.00|
|
|
|
163.000
CUYD|
|
215.00000
35045.00|
|
|
|
1.000
CUYD|
|
820.00000
820.00|
|
|
|
0280 621A011
9.000
EACH|
|
2080.00000
18720.00|
|
|
|
0290 621C001
Inlets, Type B
EACH|
|
2294.00000
2294.00|
|
|
|
0260 614A000
Slope Paving
0270 620A000
1.000
DATE : 04/07/10
PAGE : 015 -14
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 621C015
5.000 EACH|
2105.00000
10525.00|
|
|
|
|
0310 621C017
1.000
EACH|
|
2690.00000
2690.00|
|
|
|
0320 621C020
Inlets, Type Y
1.000
EACH|
|
2710.00000
2710.00|
|
|
|
0330 621C100
Inlets, Type PR
1.000
EACH|
|
4442.00000
4442.00|
|
|
|
0340 621C111
Inlets, Type PB
8.000
EACH|
|
3452.00000
27616.00|
|
|
|
0350 621D015
1.000
EACH|
|
415.00000
415.00|
|
|
|
0360 621D019
Inlet Units, Type Y
1.000
EACH|
|
340.00000
340.00|
|
|
|
0370 621D037
Inlet Units, Type PB
2.000
EACH|
|
340.00000
680.00|
|
|
|
0380 622B000
Gratings Reset
1.000
EACH|
|
1600.00000
1600.00|
|
|
|
0390 623B001
32.000
Concrete Curb, Type N Special
LF
|
|
48.00000
1536.00|
|
|
|
0400 623B002
1239.000
LF
|
|
8.00000
9912.00|
|
|
|
0410 623C003
2697.000
(Modified)
LF
|
|
8.50000
22924.50|
|
|
|
|
|
3906.00|
|
|
|
0420 650B000
|
434.000
CUYD|
|
9.00000
DATE : 04/07/10
PAGE : 015 -15
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0430 652A100
1.000 ACRE|
905.00000
905.00|
|
Seeding
|
|
|
0440 656A010
Mulching
1.000
ACRE|
|
905.00000
905.00|
|
|
|
0450 665G000
Sand Bags
560.000
EACH|
|
5.00000
2800.00|
|
|
|
0460 665J002
Silt Fence
1790.000
LF
|
|
3.50000
6265.00|
|
|
|
0470 665O001
Silt Fence Removal
1790.000
LF
|
|
1.00000
1790.00|
|
|
|
0480 665P005
14.000
EACH|
|
375.00000
5250.00|
|
|
|
0490 680A000
LUMP|
|
10000.00000
10000.00|
|
|
|
0500 698A000
LUMP|
to $ 44,000.00)
|
7000.00000
7000.00|
|
|
|
|
|
0510 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3041.00000
6082.00|
|
|
|
|
|
0520 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3041.00000
6082.00|
|
|
|
|
|
0530 701A239
1.000 MILE|
|
Stripe (5" Wide)
|
1715.00000
1715.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 015 -16
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 701A244
1.000 MILE|
1715.00000
1715.00|
|
|
|
Stripe (5" Wide)
|
|
|
0550 701B207
2054.000 LF
(5" Wide)
|
|
2.00000
|
4108.00|
|
|
|
|
|
0560 701C000
2.000
MILE|
|
900.00000
1800.00|
|
|
|
0570 701C001
4.000
MILE|
|
900.00000
3600.00|
|
|
|
0580 701D005
1.000
Solid Traffic Stripe Removed
MILE|
|
2500.00000
2500.00|
|
|
|
0590 703A002
1088.000 SQFT|
A
|
5.00000
5440.00|
|
|
|
|
|
0600 703B002
203.000 SQFT|
5.00000
1015.00|
|
|
|
0610 703D001
1088.000
SQFT|
|
3.00000
3264.00|
|
|
|
0620 705A023
91.000 EACH|
|
6.00000
546.00|
|
|
|
0630 705A030
87.000 EACH|
|
6.00000
522.00|
|
|
|
0640 705A031
113.000 EACH|
|
6.00000
678.00|
|
|
|
DATE : 04/07/10
PAGE : 015 -17
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0650 705A032
50.000 EACH|
6.00000
300.00|
|
|
|
|
0660 705A037
151.000 EACH|
|
6.00000
906.00|
|
|
|
0670 705A038
25.000 EACH|
|
6.00000
150.00|
|
|
|
0680 730A000
LUMP|
|
Unit ( U.S. 72 at Wall Triana Highway)
|
1108.58000
1108.58|
|
|
|
|
|
0690 730C000
LUMP|
|
Control Unit ( U.S. 72 at Wall Triana
Highway)
|
3431.11000
3431.11|
|
|
|
|
|
|
|
|
0700 730E000
2.000 EACH|
|
1882.25000
3764.50|
|
|
|
0710 730F000
1.000 EACH|
|
11759.20000
11759.20|
|
|
|
|
|
0720 730F001
1.000 EACH|
|
11131.57000
11131.57|
|
|
|
|
|
481.50000
1444.50|
|
|
|
5.82000
87.30|
|
|
|
0730 730K000
0740 730L002
3.000
15.000
EACH|
|
LF
|
|
DATE : 04/07/10
PAGE : 015 -18
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0750 730L003
30.000 LF |
4.23000
126.90|
|
|
|
|
0760 730L005
496.000
LF
|
|
5.27000
2613.92|
|
|
|
0770 730N000
1.000 EACH|
|
975.25000
975.25|
|
|
|
0780 730P022
13.000
Section, Type LED
687.05000
8931.65|
|
|
|
|
|
1217.77|
|
|
|
|
|
9112.53000
9112.53|
|
|
|
EACH|
|
502.27000
502.27|
|
|
|
0820 730U015
LUMP|
Video Detection System (U.S. 72 at Wall |
Triana Highway)
|
23761.02000
23761.02|
|
|
|
|
|
EACH|
|
|
0790 730P024
1.000
Section, Type LED
EACH|
|
|
0800 730R022
1.000 EACH|
0810 730T000
Wood Pole
0830 740B000
Construction Signs
1217.77000
1.000
SQFT|
|
7.00000
6328.00|
|
|
|
0840 740C002
12.000 SQFT|
|
Plaque)
|
7.00000
84.00|
|
|
|
|
|
4125.00|
|
|
|
0850 740D000
Channelizing Drums
904.000
75.000
EACH|
|
55.00000
DATE : 04/07/10
PAGE : 015 -19
TABULATION OF BIDS
CALL ORDER
: 015
DIVISION
: 01
10:00 AM
COUNTIES : MADISON
====================================================================================================================================
|(
4 ) 23024
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0860 740E000
50.000 EACH|
15.00000
750.00|
|
|
|
|
0870 740F002
EACH|
|
200.00000
1600.00|
|
|
|
0880 740I005
4.000 EACH|
300.00000
1200.00|
|
|
|
EACH|
|
6.00000
300.00|
|
|
|
0900 741C010
2.000 EACH|
|
Sign Unit
|
2000.00000
4000.00|
|
|
|
|
|
8695.19|
|
|
|
|
|
0890 740M001
Ballast For Cone
8.000
50.000
0910 756A028
217.000 LF
Installation
|
|
|
40.07000
SECTION TOTALS
|
$
963,953.11|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
963,953.11|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 017 -1
VENDOR RANKING
CALL ORDER
: 017
10:00 AM
DIVISION
: 09
CONTRACT TIME :
30
Working Days
for constructing the Traffic Stripe, Markings, Legends and
Pavement Markers on CR-917 (Dead Lake Road) from SR-13
(US-43) to I-65 and on CR-933 (Radcliff Road) from SR-13
(US-43) to one mile west of the Creola city limit. Length
3.600
COUNTIES : MOBILE
(available days)
PROJECT(S) : STMMB-CN10(901)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
15007
OZARK STRIPING COMPANY, INC.
$
58,436.00 100.0000%
DATE : 04/07/10
PAGE : 017 -2
TABULATION OF BIDS
CALL ORDER
: 017
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 15007
|(
)
|(
)
|OZARK STRIPING CO., INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 701A227
8.000 MILE|
3000.00000
24000.00|
|
|
|
|
Stripe (5" Wide)
|
|
|
0020 701A230
6.000 MILE|
|
Stripe (5" Wide)
|
3000.00000
0030 701A244
1.000 MILE|
Stripe (5" Wide)
|
2000.00000
0040 701B207
370.000 LF
(5" Wide)
0050 701G146
240.000 LF
Stripe (5"Wide)
0060 701G154
240.000 LF
Stripe (5" Wide)
|
|
2.00000
|
|
|
5.00000
|
|
|
5.00000
|
0070 703A002
590.000 SQFT|
A
|
4.80000
0080 703B002
273.000 SQFT|
5.00000
18000.00|
|
|
|
|
|
2000.00|
|
|
|
|
|
740.00|
|
|
|
|
|
1200.00|
|
|
|
|
|
1200.00|
|
|
|
|
|
2832.00|
|
|
|
|
|
1365.00|
|
|
|
DATE : 04/07/10
PAGE : 017 -3
TABULATION OF BIDS
CALL ORDER
: 017
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 15007
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 705A030
15.000 EACH|
5.00000
75.00|
|
|
|
|
0100 705A032
34.000 EACH|
|
5.00000
170.00|
|
|
|
0110 705A037
398.000 EACH|
|
5.00000
1990.00|
|
|
|
0120 740B000
Construction Signs
296.000
SQFT|
|
9.00000
2664.00|
|
|
|
0130 740E000
100.000
EACH|
|
14.00000
1400.00|
|
|
|
0140 740M001
Ballast For Cone
100.000
EACH|
|
8.00000
800.00|
|
|
|
SECTION TOTALS
|
$
58,436.00|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
58,436.00|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 018 -1
VENDOR RANKING
CALL ORDER
: 018
10:00 AM
DIVISION
: 09
CONTRACT TIME : 180
Working Days
for constructing the Traffic Signal Upgrades at various
intersections in the city of Mobile as indicated by the
plans.
COUNTIES : MOBILE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
02057
BAGBY & RUSSELL ELECTRIC COMPANY, INC.
$
757,916.47 100.0000%
2
19060
STONE ELECTRIC COMPANY, INC.
$
826,238.00 109.0144%
3
09502
INGRAM SIGNALIZATION, INC.
$
0.0000%
4
23075
WORLD FIBER TECHNOLOGIES, INC.
$
933,085.43 123.1119%
DATE : 04/07/10
PAGE : 018 -2
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2 ) 19060
|(
3 ) 23075
|BAGBY & RUSSELL ELECTRIC CO |STONE ELECTRIC COMPANY, INC |WORLD FIBER TECHNOLOGIES, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 600A000
LUMP|
78000.00000
78000.00|
20000.00000
20000.00|
54908.92000
54908.92
Mobilization
|
|
|
0020 698A000
LUMP|
to $ 25,000.00)
|
1.00000
0030 730C000
LUMP|
|
Control Unit ( Baybridge Rd @ Magazine
Rd)(Site 4)
|
2443.32000
0040 730C001
Control Unit ( University Blvd @
Overlook Rd)(Site 6)
2751.68000
2443.32|
|
1000.00|
|
2824.00000
2824.00|
|
|
|
|
|
2751.68|
|
3718.00000
3718.00|
|
|
|
|
|
|
2470.78000
|
LUMP|
|
1528.08000
2470.78|
|
3358.00000
3358.00|
|
|
|
|
|
1528.08|
|
2258.00000
2258.00|
|
|
|
|
|
|
|
0070 730C004
LUMP|
|
Control Unit ( Moffatt Rd @ Forest Hill
Dr)(Site 9)
|
|
1987.64000
1987.64|
|
24421.37000
24421.37
3276.51000
3276.51
4536.71000
4536.71
4158.66000
4158.66
2520.40000
2520.40
3276.51000
3276.51
|
|
0050 730C002
LUMP|
|
Control Unit ( Moffatt Rd @ University
Blvd)(Site 7)
|
0060 730C003
University Blvd Loop)
1000.00000
|
|
LUMP|
|
1.00|
|
2824.00000
2824.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 018 -3
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 730C005
LUMP|
321.52000
321.52|
875.00000
875.00|
504.08000
504.08
|
|
|
Control Unit ( Moffatt Rd @ Forest Hill
School)
|
|
|
|
0090 730C006
LUMP|
|
Control Unit ( Moffatt Rd @ Wolfridge
Rd)(Site 13)
|
0100 730C007
Control Unit ( First Ave @ Main
St)(Site 15)
0110 730C008
Control Unit ( St. Stephens Rd @
Allison St)(Site 17)
0120 730C009
Control Unit ( Cody Rd @ LaFlore
Dr)(Site 19)
|
459.56000
|
LUMP|
|
552.16000
459.56|
|
|
1423.00000
1423.00|
|
|
|
|
|
552.16|
|
1201.00000
1201.00|
|
|
|
|
|
|
|
LUMP|
|
458.76000
458.76|
|
814.00000
814.00|
|
|
|
|
|
|
|
LUMP|
|
1838.04000
1838.04|
|
2682.00000
2682.00|
|
|
|
|
|
|
|
0130 730C010
LUMP|
|
Control Unit ( Zeigler Blvd @ Chalet Dr
E)(Site 20)
|
|
1837.44000
1837.44|
|
3250.00000
3250.00|
|
|
|
|
|
756.12000
756.12
1008.15000
1008.15
252.04000
252.04
3024.47000
3024.47
2520.40000
2520.40
DATE : 04/07/10
PAGE : 018 -4
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0140 730C011
LUMP|
2435.84000
2435.84|
3335.00000
3335.00|
4032.63000
4032.63
|
|
|
Control Unit ( Zeigler Blvd @
University Blvd)
|
|
|
0150 730C012
Gaillard Dr)(Site 22)
|
LUMP|
|
458.76000
458.76|
|
|
814.00000
814.00|
|
|
|
|
|
|
|
0160 730C013
LUMP|
|
Control Unit ( University Blvd @ North
Dr)(Site 23)
|
0170 730C014
William & Mary St)
|
1578.08000
|
LUMP|
|
2137.04000
1578.08|
|
2273.00000
2273.00|
|
|
|
|
|
2137.04|
|
3009.00000
3009.00|
|
|
|
|
|
|
|
0180 730C015
LUMP|
|
Control Unit ( Old Shell Rd @ AmSouth
Bank)(Site 29)
|
2136.24000
|
0190 730C100
LUMP|
|
Control Unit ( Springhill Ave @ Tuthill
Ln)(Site 36)
|
|
458.76000
2136.24|
|
3005.00000
3005.00|
|
|
|
|
|
458.76|
|
409.00000
409.00|
|
|
|
|
|
252.04000
252.04
2520.40000
2520.40
3528.55000
3528.55
3024.47000
3024.47
252.04000
252.04
DATE : 04/07/10
PAGE : 018 -5
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 730C101
LUMP|
2137.04000
2137.04|
3009.00000
3009.00|
3528.55000
3528.55
|
|
|
Control Unit ( Springhill Ave @ I-65
West)(Site 37)
|
|
|
|
0210 730C102
LUMP|
|
Control Unit ( Springhill Ave @ I-65
East)(Site 38)
|
|
1528.08000
|
0220 730C103
LUMP|
|
Control Unit ( I-65 W Service Rd @Wards
Sporting Goods)
|
1528.08000
|
0230 730C104
LUMP|
|
Control Unit ( Moffatt Rd @ Springhill
Ave)(Site 41)
|
1378.68000
|
0240 730C105
LUMP|
|
Control Unit ( Springhill Ave @ Union
Ave)(Site 42)
|
2905.16000
|
0250 730C106
LUMP|
|
Control Unit ( Springhill Ave @ Hosfelt
St)(Site 43)
|
|
458.76000
1528.08|
|
|
2273.00000
2273.00|
|
|
|
|
|
1528.08|
|
2273.00000
2273.00|
|
|
|
|
|
1378.68|
|
2110.00000
2110.00|
|
|
|
|
|
2905.16|
|
3982.00000
3982.00|
|
|
|
|
|
458.76|
|
1757.00000
1757.00|
|
|
|
|
|
2520.40000
2520.40
2520.40000
2520.40
2268.36000
2268.36
3780.59000
3780.59
252.04000
252.04
DATE : 04/07/10
PAGE : 018 -6
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0260 730C107
LUMP|
1835.04000
1835.04|
3224.00000
3224.00|
1008.15000
1008.15
|
|
|
Control Unit ( Springhill @ Bayshore
Ave)(Site 44)
|
|
|
|
0270 730C108
LUMP|
|
Control Unit ( Springhill Ave @ Mobile
St)(Site 45)
|
|
1835.04000
|
0280 730C109
LUMP|
|
Control Unit ( Fillingim St @ Mobile
St)(Site 47)
|
1837.44000
|
0290 730C110
LUMP|
|
Control Unit ( Stanton Rd @ Pleasant
Ave)(Site 50)
|
1378.68000
|
0300 730C111
LUMP|
|
Control Unit ( Dr. Martin Luther King
Jr. Ave @
|
1838.24000
|
0310 730C112
LUMP|
|
Control Unit ( Dr. Martin Luther King
Jr. Ave @Florence
|
|
321.52000
1835.04|
|
|
3461.00000
3461.00|
|
|
|
|
|
1837.44|
|
2678.00000
2678.00|
|
|
|
|
|
1378.68|
|
2110.00000
2110.00|
|
|
|
|
|
1838.24|
|
2682.00000
2682.00|
|
|
|
|
|
321.52|
|
762.00000
762.00|
|
|
|
|
|
1008.15000
1008.15
2520.40000
2520.40
2268.36000
2268.36
3024.47000
3024.47
504.08000
504.08
DATE : 04/07/10
PAGE : 018 -7
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0320 730C113
LUMP|
458.76000
458.76|
814.00000
814.00|
252.04000
252.04
|
|
|
Control Unit ( Broad St @ Dr. Martin
Luther King Jr.
|
|
|
|
0330 730C114
LUMP|
|
Control Unit ( Beauregard St @ Lawrence
St)(Site 56)
|
458.76000
|
0340 730C115
LUMP|
|
Control Unit ( Beauregard St @ Calloway
Smith School)
|
321.52000
|
0350 730C116
LUMP|
|
Control Unit ( Foreman Rd @ Dickens
Ferry Rd)(Site 58)
|
0360 730C117
Control Unit ( Airport Blvd @ Cody
Rd)(Site 59)
|
552.16000
|
LUMP|
|
2424.48000
458.76|
|
|
814.00000
814.00|
|
|
|
|
|
321.52|
|
762.00000
762.00|
|
|
|
|
|
552.16|
|
1130.00000
1130.00|
|
|
|
|
|
2424.48|
|
3730.00000
3730.00|
|
|
|
|
|
|
|
0370 730C118
LUMP|
|
Control Unit ( University Blvd @ South
Dr)(Site 60)
|
|
1499.68000
1499.68|
|
2355.00000
2355.00|
|
|
|
|
|
252.04000
252.04
504.08000
504.08
1008.15000
1008.15
4032.63000
4032.63
2520.40000
2520.40
DATE : 04/07/10
PAGE : 018 -8
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0380 730C119
LUMP|
1528.08000
1528.08|
2273.00000
2273.00|
2520.40000
2520.40
|
|
|
Control Unit ( Old Shell Rd @ Stadium
Blvd)(Site 62)
|
|
|
0390 730C120
Control Unit ( Old Shell Rd @ East
Dr)(Site 63)
|
LUMP|
|
2750.88000
2750.88|
|
|
4135.00000
4135.00|
|
|
|
|
|
|
|
0400 730C121
LUMP|
|
Control Unit ( Old Shell Rd @ Jaguar
Dr)(Site 64)
|
0410 730C122
Control Unit ( Old Shell Rd @
University Dr)(Site 65)
|
1528.08000
|
LUMP|
|
4834.40000
1528.08|
|
2273.00000
2273.00|
|
|
|
|
|
4834.40|
|
5840.00000
5840.00|
|
|
|
|
|
|
|
0420 730C123
LUMP|
|
Control Unit ( Airport Blvd @ Hillcrest
Rd)(Site 66)
|
1835.04000
|
0430 730C124
LUMP|
|
Control Unit ( University Blvd @ Bit &
Spur Rd)
|
|
458.76000
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
458.76|
|
2087.00000
2087.00|
|
|
|
|
|
4032.63000
4032.63
2520.40000
2520.40
6048.95000
6048.95
1008.15000
1008.15
252.04000
252.04
DATE : 04/07/10
PAGE : 018 -9
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0440 730C125
LUMP|
458.76000
458.76|
814.00000
814.00|
252.04000
252.04
|
|
|
Control Unit ( Dauphin St @ Rimes
Rd)(Site 71)
|
|
|
0450 730C126
Control Unit ( Springdale Blvd @
Emogene St)(Site 74)
0460 730C127
Control Unit ( Sage Ave @ Emogene
St)(Site 76)
|
LUMP|
|
|
2208.90000
2208.90|
|
|
3526.00000
3526.00|
|
|
|
|
|
|
|
LUMP|
|
3673.28000
3673.28|
|
4956.00000
4956.00|
|
|
|
|
|
|
|
0470 730C128
LUMP|
|
Control Unit ( Dauphin St @ Florida
St)(Site 81)
|
2435.84000
|
0480 730C129
LUMP|
|
Control Unit ( Springhill Ave @ Upham
St)(Site 82)
|
1986.84000
|
0490 730C130
LUMP|
|
Control Unit ( Springhill Ave @ Stanton
Rd)(Site 83)
|
|
458.76000
2435.84|
|
3771.00000
3771.00|
|
|
|
|
|
1986.84|
|
2273.00000
2273.00|
|
|
|
|
|
458.76|
|
2087.00000
2087.00|
|
|
|
|
|
3654.58000
3654.58
4032.63000
4032.63
4032.63000
4032.63
2772.43000
2772.43
252.04000
252.04
DATE : 04/07/10
PAGE : 018 -10
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0500 730C131
LUMP|
2755.76000
2755.76|
3819.00000
3819.00|
3528.55000
3528.55
|
|
|
Control Unit (Dauphin St @ Fulton
St)(Site 84)
|
|
|
|
0510 730C132
LUMP|
|
Control Unit (Congress St @ Kennedy
St)(Site 86)
|
552.16000
|
0520 730C133
LUMP|
|
Control Unit (Springhill Ave @ Kennedy
St)(Site 88)
|
1837.44000
|
0530 730C134
LUMP|
|
Control Unit (Springhill Ave @ Mobile
Infirmary Blvd)
|
4127.16000
|
0540 730C135
LUMP|
|
Control Unit (Springhill Ave @ Mobile
Infirmary Dr)
|
0550 730C136
Control Unit (Springhill Ave @
Catherine St)(Site 91)
|
2446.40000
|
LUMP|
|
1835.04000
552.16|
|
|
1130.00000
1130.00|
|
|
|
|
|
1837.44|
|
2678.00000
2678.00|
|
|
|
|
|
4127.16|
|
5922.00000
5922.00|
|
|
|
|
|
2446.40|
|
3414.00000
3414.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
1008.15000
1008.15
2520.40000
2520.40
4788.75000
4788.75
3528.55000
3528.55
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -11
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0560 730C137
LUMP|
2755.76000
2755.76|
3819.00000
3819.00|
3528.55000
3528.55
|
|
|
Control Unit (Springhill Ave @
Lafayette St)(Site 92)
|
|
|
|
0570 730C138
LUMP|
|
Control Unit (Old Shell Rd @ Old Shell
Rd School)
|
1528.08000
|
0590 730C140
LUMP|
|
Control Unit (Dauphin St @ N Carlen
St)(Site 97)
|
0610 730C142
Control Unit (Dauphin St @ Houston
St)(Site 99)
160.76000
|
0580 730C139
LUMP|
|
Control Unit (Dauphin St @ S Carlen
St)(Site 96)
|
0600 730C141
Control Unit (Dauphin St @ Kenneth
St)(Site 98)
|
1986.84000
|
LUMP|
|
1528.08000
160.76|
|
|
731.00000
731.00|
|
|
|
|
|
1528.08|
|
2273.00000
2273.00|
|
|
|
|
|
1986.84|
|
2842.00000
2842.00|
|
|
|
|
|
1528.08|
|
2273.00000
2273.00|
|
|
|
|
|
|
|
LUMP|
|
1378.68000
1378.68|
|
2439.00000
2439.00|
|
|
|
|
|
|
|
252.04000
252.04
2520.40000
2520.40
2772.43000
2772.43
2520.40000
2520.40
2268.36000
2268.36
DATE : 04/07/10
PAGE : 018 -12
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0620 730C144
LUMP|
917.52000
917.52|
3043.00000
3043.00|
504.08000
504.08
|
|
|
Control Unit (Dauphin St @ Lafayette
St)(Site 102)
|
|
|
|
0630 730C145
LUMP|
|
Control Unit (Dauphin St @ Ann St)(Site
103)
|
|
1838.24000
|
0640 730C146
LUMP|
|
Control Unit (Government St @ Monterey
St)(Site 105)
|
688.54000
|
0650 730C147
LUMP|
|
Control Unit (Government St @ Lafayette
St)(Site 108)
|
1427.82000
|
0660 730C148
LUMP|
|
Control Unit (Government St @ Bradford
Ave)(Site 109)
|
458.76000
|
0670 730C149
LUMP|
|
Control Unit (Government St @ Michigan
Ave)(Site 110)
|
|
1838.24000
1838.24|
|
|
3339.00000
3339.00|
|
|
|
|
|
688.54|
|
2561.00000
2561.00|
|
|
|
|
|
1427.82|
|
2274.00000
2274.00|
|
|
|
|
|
458.76|
|
1514.00000
1514.00|
|
|
|
|
|
1838.24|
|
2682.00000
2682.00|
|
|
|
|
|
3528.55000
3528.55
630.11000
630.11
2394.39000
2394.39
252.04000
252.04
3024.47000
3024.47
DATE : 04/07/10
PAGE : 018 -13
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0680 730C150
LUMP|
917.52000
917.52|
2520.00000
2520.00|
504.08000
504.08
|
|
|
Control Unit (Government St @ Ann
St)(Site 111)
|
|
|
0690 730C151
Control Unit (Michigan Ave @ Texas
St)(Site 112)
|
LUMP|
|
|
2297.00000
2297.00|
|
|
3250.00000
3250.00|
|
|
|
|
|
|
|
0700 730C152
LUMP|
|
Control Unit (Ann St @ Texas St)(Site
114)
|
597.60000
|
0710 730C153
LUMP|
|
Control Unit (Government St @ George
St)(Site 116)
|
458.76000
|
0720 730C154
LUMP|
|
Control Unit (Government St @ Common
St)(Site 117)
|
458.76000
|
0730 730C155
LUMP|
|
Control Unit (Government St @ Broad
St)(Site 118)
|
|
1835.04000
597.60|
|
1089.00000
1089.00|
|
|
|
|
|
458.76|
|
1757.00000
1757.00|
|
|
|
|
|
458.76|
|
1757.00000
1757.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
3276.51000
3276.51
1008.15000
1008.15
252.04000
252.04
252.04000
252.04
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -14
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0740 730C156
LUMP|
1835.04000
1835.04|
2520.00000
2520.00|
1008.15000
1008.15
|
|
|
Control Unit (Government St @
Washington Ave)
|
|
|
|
0750 730C157
LUMP|
|
Control Unit (Government St @ Cedar
St)(Site 120)
|
|
458.76000
|
0760 730C158
LUMP|
|
Control Unit (Government St @ Claiborne
St)(Site 121)
|
1835.04000
|
0770 730C159
LUMP|
|
Control Unit (Government St @ Jackson
St)(Site 122)
|
1835.04000
|
0780 730C160
LUMP|
|
Control Unit (Government St @ Royal
St)(Site 125)
|
1835.04000
|
0790 730C161
LUMP|
|
Control Unit (Water St @ Government
St)(Site 126)
|
|
1376.28000
458.76|
|
|
814.00000
814.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1376.28|
|
1951.00000
1951.00|
|
|
|
|
|
252.04000
252.04
1008.15000
1008.15
1008.15000
1008.15
1008.15000
1008.15
756.12000
756.12
DATE : 04/07/10
PAGE : 018 -15
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0800 730C162
LUMP|
1835.04000
1835.04|
2520.00000
2520.00|
1008.15000
1008.15
|
|
|
Control Unit (Broad St @ Congress
St)(Site 127)
|
|
|
|
0810 730C163
LUMP|
Furnishing And Installing Tarffic
|
Control Unit (Broad St @ St. Anthony
St)(Site 128)
|
1835.04000
|
0820 730C164
LUMP|
|
Control Unit (Broad St @ Springhill
Ave)(Site 129)
|
1835.04000
|
0830 730C165
LUMP|
|
Control Unit (Broad St @ St. Francis
St)(Site 130)
|
0840 730C166
Control Unit (Dauphin St @ Broad
St)(Site 131)
|
1835.04000
|
LUMP|
|
1835.04000
1835.04|
|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
0850 730C167
LUMP|
|
Control Unit (Dauphin St @ Claiborne
St)(Site 134)
|
|
1835.04000
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1008.15000
1008.15
1008.15000
1008.15
1008.15000
1008.15
1008.15000
1008.15
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -16
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0860 730C168
LUMP|
1376.28000
1376.28|
2280.00000
2280.00|
756.12000
756.12
|
|
|
Control Unit (Church St @ Claiborne
St)(Site 135)
|
|
|
|
0870 730C169
LUMP|
|
Control Unit (Conception St @ St. Louis
St)(Site 137)
|
0880 730C170
Control Unit (Conception St @ St.
Francis St)
1835.04000
|
LUMP|
|
1835.04000
1835.04|
|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
0890 730C171
LUMP|
|
Control Unit (Dauphin St @ Conception
St)(Site 139)
|
0900 730C172
Control Unit (St. Anthony St @ St.
Joseph St)
|
1835.04000
|
LUMP|
|
1376.28000
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1376.28|
|
2280.00000
2280.00|
|
|
|
|
|
|
|
0910 730C173
LUMP|
|
Control Unit (St. Louis St @ St. Joseph
St)(Site 141)
|
|
1835.04000
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1008.15000
1008.15
1008.15000
1008.15
1008.15000
1008.15
756.12000
756.12
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -17
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0920 730C174
LUMP|
1835.04000
1835.04|
2520.00000
2520.00|
1008.15000
1008.15
|
|
|
Control Unit (St. Joseph St @ St.
Michael St)
|
|
|
0930 730C175
Control Unit (St. Joseph St @ St.
Francis St)
|
LUMP|
|
1835.04000
1835.04|
|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
0940 730C176
LUMP|
|
Control Unit (Dauphin St @ St. Joseph
St)(Site 144)
|
1376.28000
|
0950 730C177
LUMP|
|
Control Unit (Royal St @ St. Anthony
St)(Site 145)
|
0960 730C178
Control Unit (Royal St @ St. Louis
St)(Site 146)
|
1835.04000
|
LUMP|
|
1835.04000
1376.28|
|
1951.00000
1951.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
0970 730C179
LUMP|
|
Control Unit (Royal St @ St. Michael
St)(Site 147)
|
|
1835.04000
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
1008.15000
1008.15
756.12000
756.12
1008.15000
1008.15
1008.15000
1008.15
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -18
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0980 730C180
LUMP|
1835.04000
1835.04|
2520.00000
2520.00|
1008.15000
1008.15
|
|
|
Control Unit (Royal St @ St. Francis
St)(Site 148)
|
|
|
0990 730C181
Control Unit (Dauphin St @ Royal
St)(Site 149)
1000 730C182
Control Unit (Church St @ Royal
St)(Site 150)
1010 730C183
Control Unit (Water St @ St. Louis
St)(Site 151)
|
LUMP|
|
1835.04000
1835.04|
|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
LUMP|
|
1835.04000
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
LUMP|
|
458.76000
458.76|
|
814.00000
814.00|
|
|
|
|
|
|
|
1020 730C184
LUMP|
|
Control Unit (Water St @ St. Francis
St)(Site 152)
|
1030 730C185
Control Unit (Dauphin St @ Water
St)(Site 153)
|
917.52000
|
LUMP|
|
1835.04000
917.52|
|
1383.00000
1383.00|
|
|
|
|
|
1835.04|
|
2520.00000
2520.00|
|
|
|
|
|
|
|
1008.15000
1008.15
1008.15000
1008.15
252.04000
252.04
504.08000
504.08
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -19
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1040 730C186
LUMP|
458.76000
458.76|
814.00000
814.00|
252.04000
252.04
|
|
|
Control Unit (Water St @ Monroe St
W)(Site 154)
|
|
|
1050 730C187
Control Unit (Water St @ Monroe St
E)(Site 155)
|
LUMP|
|
1080 730C190
Control Unit (Hillcrest Rd @ Wall
St)(Site 158)
458.76000
458.76|
|
|
814.00000
814.00|
|
|
|
|
|
|
|
1060 730C188
LUMP|
|
Control Unit (Old Government St @ Dawes
Rd)(Site 156)
|
1070 730C189
Control Unit (Schillinger Rd @
Target/Home Depot)
|
1350.28000
|
LUMP|
|
2137.04000
1350.28|
|
2110.00000
2110.00|
|
|
|
|
|
2137.04|
|
2110.00000
2110.00|
|
|
|
|
|
|
|
LUMP|
|
1378.68000
1378.68|
|
2110.00000
2110.00|
|
|
|
|
|
|
|
1090 730C191
LUMP|
|
Control Unit (Hillcrest Rd @ Omni Park
Dr)(Site 159)
|
|
1677.48000
1677.48|
|
2437.00000
2437.00|
|
|
|
|
|
252.04000
252.04
2268.36000
2268.36
3528.55000
3528.55
2268.36000
2268.36
2772.43000
2772.43
DATE : 04/07/10
PAGE : 018 -20
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1100 730C192
LUMP|
5397.92000
5397.92|
8426.00000
8426.00|
7057.10000
7057.10
|
|
|
Control Unit (Hillcrest Rd @ Grelot
Rd)(Site 160)
|
|
|
|
1110 730C193
LUMP|
|
Control Unit (Grelot Rd @ Knollwood
Dr)(Site 161)
|
4431.64000
|
1120 730C194
LUMP|
|
Control Unit (Grelot Rd @ Regency Oaks
Dr)(Site 162)
|
1605.66000
|
1130 730C195
LUMP|
|
Control Unit (Airport Blvd @ McNeil
St)(Site 163)
|
458.76000
|
1140 730C196
LUMP|
|
Control Unit (Airport Blvd @ Ridgefield
Rd)(Site 164)
|
1150 730C197
Control Unit (University Blvd @
Bruno's)(Site 167)
|
2269.40000
|
LUMP|
|
1528.08000
4431.64|
|
|
6643.00000
6643.00|
|
|
|
|
|
1605.66|
|
2400.00000
2400.00|
|
|
|
|
|
458.76|
|
814.00000
814.00|
|
|
|
|
|
2269.40|
|
3648.00000
3648.00|
|
|
|
|
|
1528.08|
|
2273.00000
2273.00|
|
|
|
|
|
|
|
5292.83000
5292.83
882.15000
882.15
252.04000
252.04
3780.59000
3780.59
2520.40000
2520.40
DATE : 04/07/10
PAGE : 018 -21
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1160 730C198
LUMP|
1528.08000
1528.08|
2273.00000
2273.00|
2520.40000
2520.40
|
|
|
Morrison Dr)
|
|
|
|
1170 730C199
LUMP|
|
Control Unit (Airport Blvd @ Carnation
St)(Site 169)
|
1200 730C202
Control Unit (Airport Blvd @ I-65
West)(Site 175)
1210 730C203
Control Unit (Airport Blvd @ I-65
East)(Site 176)
321.52000
|
1180 730C200
LUMP|
|
Control Unit (Michael Blvd @ Thornton
Pl)(Site 171)
|
1190 730C201
Control Unit (Azalea Rd @ Pleasant
Valley Rd)
|
552.16000
|
LUMP|
|
2833.30000
321.52|
|
|
762.00000
762.00|
|
|
|
|
|
552.16|
|
1130.00000
1130.00|
|
|
|
|
|
2833.30|
|
3819.00000
3819.00|
|
|
|
|
|
|
|
LUMP|
|
2297.80000
2297.80|
|
4043.00000
4043.00|
|
|
|
|
|
|
|
LUMP|
|
2297.80000
2297.80|
|
4043.00000
4043.00|
|
|
|
|
|
|
|
504.08000
504.08
1008.15000
1008.15
3654.58000
3654.58
3780.59000
3780.59
3780.59000
3780.59
DATE : 04/07/10
PAGE : 018 -22
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1220 730C204
LUMP|
229.38000
229.38|
1592.00000
1592.00|
126.03000
126.03
|
|
|
Control Unit (Airport Blvd @ Raising
Canes)(Site 177)
|
|
|
|
1230 730C205
LUMP|
|
Control Unit (Cottage Hill Rd @ I-65
West)(Site 181)
|
2418.80000
|
1240 730C206
LUMP|
|
Control Unit (Cottage Hill Rd @ I-65
East)(Site 182)
|
1250 730C207
Control Unit (Cottage Hill Rd @
Pleasant Valley Rd)
|
2269.40000
|
LUMP|
|
1608.46000
2418.80|
|
|
4206.00000
4206.00|
|
|
|
|
|
2269.40|
|
4043.00000
4043.00|
|
|
|
|
|
1608.46|
|
2396.00000
2396.00|
|
|
|
|
|
|
|
1260 730C208
LUMP|
|
Control Unit (Bel Air Blvd @ Cottage
Hill Rd)
|
1757.86000
|
1270 730C209
LUMP|
|
Control Unit (Cottage Hill Rd @ Sage
Ave)(Site 185)
|
|
1378.68000
1757.86|
|
2559.00000
2559.00|
|
|
|
|
|
1378.68|
|
2110.00000
2110.00|
|
|
|
|
|
4032.63000
4032.63
3780.59000
3780.59
2646.43000
2646.43
2898.46000
2898.46
2268.36000
2268.36
DATE : 04/07/10
PAGE : 018 -23
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1280 730C210
LUMP|
459.56000
459.56|
966.00000
966.00|
756.12000
756.12
|
|
|
Control Unit (Cottage Hill Rd @ Grant
St)(Site 186)
|
|
|
1290 730C211
Control Unit (Airport Blvd @ Sage
Ave)(Site 187)
1300 730C212
Control Unit (Airport Blvd @ Fire
Station # 23)
|
LUMP|
|
|
458.76000
458.76|
|
|
410.00000
410.00|
|
|
|
|
|
|
|
LUMP|
|
160.76000
160.76|
|
1352.00000
1352.00|
|
|
|
|
|
|
|
1310 730C213
LUMP|
|
Control Unit (Airport Blvd @ Glenwood
St)(Site 190)
|
689.34000
|
1320 730C214
LUMP|
|
Control Unit (Airport Blvd @ Williams
St)(Site 191)
|
1134.70000
|
1330 730C215
LUMP|
|
Control Unit (Government St @ Pleasant
Valley Rd)
|
|
3210.44000
689.34|
|
2226.00000
2226.00|
|
|
|
|
|
1134.70|
|
2103.00000
2103.00|
|
|
|
|
|
3210.44|
|
4319.00000
4319.00|
|
|
|
|
|
252.04000
252.04
252.04000
252.04
1134.18000
1134.18
1890.30000
1890.30
4788.75000
4788.75
DATE : 04/07/10
PAGE : 018 -24
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1340 730C216
LUMP|
2292.12000
2292.12|
3648.00000
3648.00|
3780.59000
3780.59
|
|
|
Control Unit (Government St @ Brookley
Ave)(Site 193)
|
|
|
|
1350 730C217
LUMP|
|
Control Unit (Dauphin Island Pkwy @
Duval St)
|
|
2217.42000
|
1360 730C218
LUMP|
|
Control Unit (Halls Mill Rd @ Fairway
Dr)(Site 199)
|
1838.24000
|
1370 730C219
LUMP|
|
Control Unit (Airport Blvd @ Dauphin
Island Pkwy)
|
1378.68000
|
1380 730C220
LUMP|
|
Control Unit (Government St @ Dauphin
Island Pkwy)
|
2831.26000
|
1390 730C221
LUMP|
|
Control Unit (Houston St @ Virginia
St)(Site 203)
|
|
917.52000
2217.42|
|
|
3567.00000
3567.00|
|
|
|
|
|
1838.24|
|
2682.00000
2682.00|
|
|
|
|
|
1378.68|
|
2682.00000
2682.00|
|
|
|
|
|
2831.26|
|
3653.00000
3653.00|
|
|
|
|
|
917.52|
|
1383.00000
1383.00|
|
|
|
|
|
3654.58000
3654.58
3024.47000
3024.47
2268.36000
2268.36
4158.66000
4158.66
504.08000
504.08
DATE : 04/07/10
PAGE : 018 -25
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1400 730C222
LUMP|
1838.24000
1838.24|
2682.00000
2682.00|
3024.47000
3024.47
|
|
|
Control Unit (Duval St @ Houston
St)(Site 205)
|
|
|
1410 730C223
Control Unit (Michigan Ave @ Duval
St)(Site 206)
1420 730C224
Control Unit (Broad St @ Virginia
St)(Site 211)
|
LUMP|
|
1838.24000
1838.24|
|
|
2682.00000
2682.00|
|
|
|
|
|
|
|
LUMP|
|
1376.28000
1376.28|
|
3066.00000
3066.00|
|
|
|
|
|
|
|
1430 730C225
LUMP|
|
Control Unit (Broad St @ Texas St)(Site
213)
|
3673.28000
|
1440 730C226
LUMP|
|
Control Unit (Washington Ave @ Texas
St)(Site 214)
|
1450 730C227
Control Unit (Hillcrest Rd @
Christopher Dr)
|
1838.24000
|
LUMP|
|
1987.64000
3673.28|
|
4882.00000
4882.00|
|
|
|
|
|
1838.24|
|
2608.00000
2608.00|
|
|
|
|
|
1987.64|
|
3334.00000
3334.00|
|
|
|
|
|
|
|
3024.47000
3024.47
756.12000
756.12
4032.63000
4032.63
3024.47000
3024.47
3276.51000
3276.51
DATE : 04/07/10
PAGE : 018 -26
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1460 730C228
LUMP|
3394.12000
3394.12|
5387.00000
5387.00|
5292.83000
5292.83
|
|
|
University Blvd)
|
|
|
1470 730C229
Demotropolis Rd)
|
LUMP|
|
2142.72000
2142.72|
|
|
3399.00000
3399.00|
|
|
|
|
|
|
|
1480 730C230
LUMP|
|
Control Unit (Cottage Hill Rd @ Big
B)(Site 219)
|
2142.72000
|
1490 730C231
LUMP|
|
Control Unit (Cottage Hill Rd @ Azalea
Rd)(Site 221)
|
1500 730C232
Control Unit (Azalea Rd @ Japonica
Ln)(Site 223)
|
917.52000
|
LUMP|
|
1986.84000
2142.72|
|
3399.00000
3399.00|
|
|
|
|
|
917.52|
|
1370.00000
1370.00|
|
|
|
|
|
1986.84|
|
2780.00000
2780.00|
|
|
|
|
|
|
|
1510 730C233
LUMP|
|
Control Unit (Government St @ Butler
Dr)(Site 224)
|
|
3188.52000
3188.52|
|
1675.00000
1675.00|
|
|
|
|
|
3528.55000
3528.55
3024.47000
3024.47
504.08000
504.08
2772.43000
2772.43
5292.83000
5292.83
DATE : 04/07/10
PAGE : 018 -27
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1520 730C234
LUMP|
3702.90000
3702.90|
6002.00000
6002.00|
6174.98000
6174.98
|
|
|
Control Unit (Government St @ Lakeside
Dr)(Site 225)
|
|
|
1530 730C235
Control Unit (Government St @ I-65
West)(Site 226)
1540 730C236
Control Unit (Government St @ I-65
East)(Site 227)
|
LUMP|
|
|
1781.44000
1781.44|
|
|
3003.00000
3003.00|
|
|
|
|
|
|
|
LUMP|
|
2039.62000
2039.62|
|
3003.00000
3003.00|
|
|
|
|
|
|
|
1550 730C237
LUMP|
|
Control Unit (Government St @ Satchel
Paige Dr)
|
2654.26000
|
1560 730C238
LUMP|
|
Control Unit (Government St @ McVay
Dr)(Site 229)
|
1757.86000
|
1570 730C239
LUMP|
|
Control Unit (McVay Dr @ Halls Mill
Rd)(Site 230)
|
|
1987.64000
2654.26|
|
4425.00000
4425.00|
|
|
|
|
|
1757.86|
|
2489.00000
2489.00|
|
|
|
|
|
1987.64|
|
2765.00000
2765.00|
|
|
|
|
|
3024.47000
3024.47
3402.54000
3402.54
4410.70000
4410.70
2898.46000
2898.46
3276.51000
3276.51
DATE : 04/07/10
PAGE : 018 -28
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1580 730C240
LUMP|
1987.64000
1987.64|
3071.00000
3071.00|
3276.51000
3276.51
|
|
|
Control Unit (Navaco Rd @ McVay
Dr)(Site 231)
|
|
|
|
1590 730C241
LUMP|
|
McVay Dr)
|
2212.58000
|
1600 730C242
LUMP|
Furnishing And Imstalling Traffic
|
Maryvale St)
|
458.76000
|
1610 730C243
LUMP|
|
Control Unit (Dauphin Island Pkwy @ St.
Monica Dr)
|
458.76000
|
1620 730C244
LUMP|
|
Control Unit (Broad St @ Ninth St)(Site
239)
|
1630 730C245
Hillcrest Rd)
|
597.60000
|
LUMP|
|
688.14000
2212.58|
|
|
3436.00000
3436.00|
|
|
|
|
|
458.76|
|
1688.00000
1688.00|
|
|
|
|
|
458.76|
|
1929.00000
1929.00|
|
|
|
|
|
597.60|
|
1105.00000
1105.00|
|
|
|
|
|
688.14|
|
2431.00000
2431.00|
|
|
|
|
|
|
|
3654.58000
3654.58
252.04000
252.04
252.04000
252.04
1008.15000
1008.15
378.07000
378.07
DATE : 04/07/10
PAGE : 018 -29
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1640 730C246
LUMP|
1528.08000
1528.08|
1740.00000
1740.00|
2520.40000
2520.40
|
|
|
Control Unit (Cottage Hill Rd @ Lloyds
Ln)(Site 241)
|
|
|
|
1650 730C247
LUMP|
|
Control Unit (Knollwood Dr @ Southland
Dr)(Site 242)
|
1660 730C248
Demotropolis Rd)
|
597.60000
|
LUMP|
|
1528.08000
597.60|
|
|
1187.00000
1187.00|
|
|
|
|
|
1528.08|
|
1740.00000
1740.00|
|
|
|
|
|
|
|
1670 730C249
LUMP|
|
Control Unit (Government St @ Knob Hill
Dr)(Site 244)
|
1378.68000
|
1680 730C250
LUMP|
|
Control Unit (Azalea Rd @ Halls Mill
Rd)(Site 248)
|
1068.52000
|
1690 730C251
LUMP|
|
Control Unit (Dauphin Island Pkwy @ Old
Military Rd)
|
|
458.76000
1378.68|
|
1583.00000
1583.00|
|
|
|
|
|
1068.52|
|
1943.00000
1943.00|
|
|
|
|
|
458.76|
|
808.00000
808.00|
|
|
|
|
|
1008.15000
1008.15
2520.40000
2520.40
2268.36000
2268.36
1764.28000
1764.28
252.04000
252.04
DATE : 04/07/10
PAGE : 018 -30
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1700 730C252
LUMP|
1376.28000
1376.28|
2983.00000
2983.00|
756.12000
756.12
|
|
|
Control Unit (Hillcrest Rd @ Girby
Rd)(Site 251)
|
|
|
|
1710 730C253
LUMP|
|
Control Unit (Government St @ Knollwood
Dr)(Site 252)
|
458.76000
|
1730 730C255
LUMP|
|
Control Unit (Rangeline Rd @ Halls Mill
Rd)(Site 257)
|
1750 730C257
Control Unit (Clubhouse Rd @ Gill
Rd)(Site 259)
1809.84000
|
1720 730C254
LUMP|
|
Brill Rd)
|
1740 730C256
Control Unit (Rangeline Rd @
Wal-Mart)(Site 258)
|
2352.62000
|
LUMP|
|
1757.86000
1809.84|
|
|
2055.00000
2055.00|
|
|
|
|
|
458.76|
|
808.00000
808.00|
|
|
|
|
|
2352.62|
|
3635.00000
3635.00|
|
|
|
|
|
1757.86|
|
2489.00000
2489.00|
|
|
|
|
|
|
|
LUMP|
|
552.16000
552.16|
|
1105.00000
1105.00|
|
|
|
|
|
|
|
3024.47000
3024.47
252.04000
252.04
3906.62000
3906.62
2898.46000
2898.46
1008.15000
1008.15
DATE : 04/07/10
PAGE : 018 -31
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1760 730C258
LUMP|
458.76000
458.76|
808.00000
808.00|
252.04000
252.04
|
|
|
Boykin Blvd)
|
|
|
|
1770 730C259
LUMP|
|
Control Unit (U.S. Highway 90 @ Koolman
Rd)(Site 261)
|
2137.04000
|
1780 730C260
LUMP|
|
Control Unit (Rangeline Rd @ Downey
Dr)(Site 262)
|
2269.40000
|
1790 730C261
LUMP|
|
Control Unit (U.S. Highway 90 @ Jimmy
Lowes)
|
1800 730C262
Control Unit (U.S. Highway 90 @
Katherine Hankins Dr)
|
2137.04000
|
LUMP|
|
2446.40000
2137.04|
|
|
3317.00000
3317.00|
|
|
|
|
|
2269.40|
|
3556.00000
3556.00|
|
|
|
|
|
2137.04|
|
3317.00000
3317.00|
|
|
|
|
|
2446.40|
|
3722.00000
3722.00|
|
|
|
|
|
|
|
1810 730C263
LUMP|
|
Control Unit (U.S. Highway 90 @ Carol
Plantation Rd)
|
|
2286.44000
2286.44|
|
3474.00000
3474.00|
|
|
|
|
|
3528.55000
3528.55
3780.59000
3780.59
3528.55000
3528.55
3528.55000
3528.55
3780.59000
3780.59
DATE : 04/07/10
PAGE : 018 -32
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1820 730C264
LUMP|
917.52000
917.52|
3766.00000
3766.00|
504.08000
504.08
|
|
|
Control Unit (Dauphin St @ Catherine
St)(Site 101)
|
|
|
|
1830 730C265
LUMP|
|
Control Unit (Old Shell Rd @ Tuthill
Ln) (Site 30)
|
1860 730P021
70.000
Section, Type LED
1870 730P022
376.000
Section, Type LED
1880 730P023
15.000
Section, Type LED
3673.28000
|
1840 730C266
LUMP|
|
Control Unit (Old Shell Rd @ I-65 West
Service Rd)
|
1850 730P020
35.000
Section, Type LED
|
1838.24000
|
EACH|
|
452.33000
|
EACH|
|
550.00000
663.33000
|
|
|
|
1838.24|
|
2608.00000
2608.00|
|
|
|
|
|
15831.55|
|
401.00000
38500.00|
|
249412.08|
|
11908.95|
|
|
14035.00|
|
4032.63000
4032.63
3024.47000
3024.47
400.86000
14030.10
619.38000
43356.60
774.91000
291366.16
976.60000
14649.00
|
462.00000
32340.00|
|
|
574.00000
|
793.93000
5006.00|
|
|
|
|
EACH|
|
5006.00000
|
|
EACH|
|
3673.28|
|
|
215824.00|
|
|
695.00000
10425.00|
|
|
DATE : 04/07/10
PAGE : 018 -33
TABULATION OF BIDS
CALL ORDER
: 018
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 02057
|(
2
) 19060
|(
3 ) 23075
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1890 730P024
27.000 EACH|
1020.33000
27548.91|
856.00000
23112.00|
951.02000
25677.54
|
|
|
Section, Type LED
|
|
|
1900 730P030
2.000
Section, Optically Programmed
EACH|
|
2963.32000
|
5926.64|
|
2895.00000
|
5790.00|
|
2934.61000
5869.22
|
1910 730Q011
57.000
Pedestrian Signal Head, Type LED
EACH|
|
513.92000
29293.44|
|
473.00000
26961.00|
|
665.62000
37940.34
1920 740B000
Construction Signs
SQFT|
|
1.00000
196.00|
|
16.00000
3136.00|
|
51.19000
10033.24
1930 741C001
1.000 EACH|
|
Sign Unit (Truck Mounted)
|
500.00000
500.00|
|
6636.00000
6636.00|
|
25842.72000
25842.72
196.000
|
|
SECTION TOTALS
|
$
757,916.47|
$
826,238.00|
$
933,085.43
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
757,916.47|
$
826,238.00|
$
933,085.43
====================================================================================================================================
DATE : 04/07/10
PAGE : 019 -1
VENDOR RANKING
CALL ORDER
: 019
10:00 AM
DIVISION
: 09
CONTRACT TIME :
30
Working Days
for constructing the Sidewalk Improvements on SR-188 from
Hurricane Boulevard to Shine Road northwest of Bayou La
Batre. Length 0.198 mi.
COUNTIES : MOBILE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01071
ASPHALT SERVICES, INC.
$
86,066.40 100.0000%
2
16024
PEAVY CONSTRUCTION COMPANY, INC.
$
97,606.59 113.4085%
3
19098
SUNSET CONTRACTING, INC.
$
97,992.47 113.8568%
4
20021
C. THORNTON, INC.
$
103,292.00 120.0143%
5
02104
BEASLEY & COMPANY GENERAL CONTRACTORS, LLC
$
104,807.00 121.7746%
6
19058
S. J. & L., INC.
$
107,674.00 125.1057%
7
23007
M. C. WILLIAMS CONTRACTING CO., INC.
$
110,551.28 128.4488%
8
02109
BURNETT CIVIL CONTRACTING, LLC
$
123,425.32 143.4071%
9
16668
PROVIDENCE CONSTRUCTION, LLC
$
125,252.00 145.5295%
10
08017
H & L CONSTRUCTION, INC.
$
126,777.00 147.3014%
DATE : 04/07/10
PAGE : 019 -2
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 01071
|(
2 ) 16024
|(
3 ) 19098
|ASPHALT SERVICES, INC.
|PEAVY CONSTRUCTION CO., INC |SUNSET CONTRACTING, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
3000.00000
3000.00|
2500.00000
2500.00|
400.00000
400.00
|
|
|
Allowable Bid $ 4000.00 per Acre)
(Approx. 1 Acre)
|
|
|
0020 206D000
Removing Pipe
|
10.00000
280.00|
|
5.00000
140.00|
|
15.37000
430.36
4.000
EACH|
|
150.00000
600.00|
|
75.00000
300.00|
|
364.62000
1458.48
60.000
CUYD|
|
10.00000
600.00|
|
6.75000
405.00|
|
9.05000
543.00
0050 210D023
85.000
Measurement) (A-4 (0) Or Better)
CUYD|
|
12.00000
1020.00|
|
11.25000
956.25|
|
10.85000
922.25
0040 210A000
LF
|
|
|
0030 206E000
Removing Headwalls
28.000
|
|
|
|
0060 214A000
30.000
CUYD|
|
15.00000
450.00|
|
7.00000
210.00|
|
11.84000
355.20
0070 214B000
Foundation Backfill, Local
30.000
CUYD|
|
25.00000
750.00|
|
11.25000
337.50|
|
19.35000
580.50
0080 529A011
680.000
Retaining Wall(Cast In Place)
SQFT|
|
27.90000
18972.00|
|
47.85000
32538.00|
|
34.68000
23582.40
0090 530A000
48.000
LF
|
|
32.00000
1536.00|
|
48.15000
2311.20|
|
27.74000
1331.52
0100 530A100
88.000
(Extension)
LF
|
|
32.00000
2816.00|
|
48.15000
4237.20|
|
34.54000
3039.52
|
|
|
DATE : 04/07/10
PAGE : 019 -3
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 01071
|(
2
) 16024
|(
3 ) 19098
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 600A000
LUMP|
3320.00000
3320.00|
6500.00000
6500.00|
12332.49000
12332.49
Mobilization
|
|
|
0120 610C001
10.000
TON |
|
90.00000
900.00|
|
75.00000
750.00|
|
75.37000
753.70
0130 610D003
10.000
SQYD|
|
4.00000
40.00|
|
1.50000
15.00|
|
15.49000
154.90
0140 618A000
460.000
SQYD|
|
32.20000
14812.00|
|
31.50000
14490.00|
|
34.81000
16012.60
0150 618B003
70.000 SQYD|
|
Wire Mesh)
|
54.20000
3794.00|
|
43.66000
3056.20|
|
65.03000
4552.10
0160 620A000
|
|
3.000
CUYD|
|
500.00000
1500.00|
|
450.00000
1350.00|
|
664.23000
1992.69
0170 621A019
2.000
EACH|
|
2400.00000
4800.00|
|
2200.00000
4400.00|
|
1837.84000
3675.68
|
|
19.20000
5030.40|
|
19.52000
5114.24|
|
17.71000
4640.02
EACH|
|
942.00000
942.00|
|
958.00000
958.00|
|
869.03000
869.03
0200 630C050
1.000 EACH|
|
2070.00000
2070.00|
|
2105.00000
2105.00|
|
1909.66000
1909.66
0180 630A001
262.000 LF
0190 630C001
1.000
0210 634A002
182.000
Industrial Fence, 6 Feet High
LF
|
|
15.00000
2730.00|
|
18.50000
3367.00|
|
21.50000
3913.00
0220 650A000
Topsoil
20.000
CUYD|
|
14.00000
280.00|
|
16.00000
320.00|
|
21.14000
422.80
0230 652A100
Seeding
1.000
ACRE|
|
1800.00000
1800.00|
|
1000.00000
1000.00|
|
830.29000
830.29
DATE : 04/07/10
PAGE : 019 -4
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 01071
|(
2
) 16024
|(
3 ) 19098
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 654A001
250.000 SQYD|
6.00000
1500.00|
4.50000
1125.00|
4.43000
1107.50
|
|
|
0250 656A010
Mulching
1.000
1800.00000
1800.00|
|
1000.00000
1000.00|
|
830.29000
830.29
0260 665J002
Silt Fence
500.000
LF
|
|
4.00000
2000.00|
|
4.50000
2250.00|
|
3.60000
1800.00
0270 665O001
Silt Fence Removal
500.000
LF
|
|
2.00000
1000.00|
|
1.00000
500.00|
|
1.38000
690.00
0280 665Q002
Wattle
180.000
LF
|
|
8.00000
1440.00|
|
5.00000
900.00|
|
6.13000
1103.40
20.000
LF
|
|
6.00000
120.00|
|
1.50000
30.00|
|
11.11000
222.20
LUMP|
|
2500.00000
2500.00|
|
500.00000
500.00|
|
4329.93000
4329.93
0310 698A000
LUMP|
to $ 5,400.00)
|
0.00000
0.00|
|
1.00000
1.00|
|
0.00000
0.00
0320 740B000
Construction Signs
208.000
SQFT|
|
8.00000
1664.00|
|
15.00000
3120.00|
|
8.17000
1699.36
0330 740D000
Channelizing Drums
20.000
EACH|
|
50.00000
1000.00|
|
25.00000
500.00|
|
49.27000
985.40
0340 740E000
20.000
EACH|
|
35.00000
700.00|
|
15.00000
300.00|
|
18.55000
371.00
0350 740M001
Ballast For Cone
20.000
EACH|
|
15.00000
300.00|
|
1.00000
20.00|
|
7.56000
151.20
0290 674A000
Construction Safety Fence
0300 680A000
ACRE|
|
|
|
SECTION TOTALS
|
$
86,066.40|
$
97,606.59|
$
97,992.47
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
86,066.40|
$
97,606.59|
$
97,992.47
====================================================================================================================================
DATE : 04/07/10
PAGE : 019 -5
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 20021
|(
5
) 02104
|(
6 ) 19058
|C. THORNTON, INC.
|BEASLEY & CO. GENERAL CONTR |S. J. & L., INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
2000.00000
2000.00|
2000.00000
2000.00|
4000.00000
4000.00
|
|
|
(Approx. 1 Acre)
|
|
|
0020 206D000
Removing Pipe
|
12.00000
336.00|
|
5.00000
140.00|
|
25.40000
711.20
4.000
EACH|
|
125.00000
500.00|
|
400.00000
1600.00|
|
323.00000
1292.00
60.000
CUYD|
|
12.00000
720.00|
|
8.00000
480.00|
|
36.70000
2202.00
0050 210D023
85.000
CUYD|
|
20.00000
1700.00|
|
15.00000
1275.00|
|
27.80000
2363.00
0040 210A000
LF
|
|
|
0030 206E000
Removing Headwalls
28.000
|
|
|
|
0060 214A000
30.000
CUYD|
|
12.00000
360.00|
|
15.00000
450.00|
|
31.50000
945.00
0070 214B000
30.000
CUYD|
|
9.00000
270.00|
|
8.00000
240.00|
|
14.90000
447.00
0080 529A011
680.000
SQFT|
|
45.00000
30600.00|
|
25.00000
17000.00|
|
16.05000
10914.00
0090 530A000
48.000
LF
|
|
39.00000
1872.00|
|
28.00000
1344.00|
|
32.50000
1560.00
0100 530A100
88.000
(Extension)
LF
|
|
40.00000
3520.00|
|
28.00000
2464.00|
|
32.50000
2860.00
|
|
|
DATE : 04/07/10
PAGE : 019 -6
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 20021
|(
5
) 02104
|(
6 ) 19058
|C. THORNTON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 600A000
LUMP|
8500.00000
8500.00|
5000.00000
5000.00|
23884.10000
23884.10
Mobilization
|
|
|
0120 610C001
10.000
TON |
|
80.00000
800.00|
|
90.00000
900.00|
|
70.00000
700.00
0130 610D003
10.000
SQYD|
|
5.00000
50.00|
|
6.00000
60.00|
|
6.00000
60.00
0140 618A000
460.000
SQYD|
|
29.00000
13340.00|
|
65.00000
29900.00|
|
39.40000
18124.00
0150 618B003
70.000 SQYD|
|
Wire Mesh)
|
35.00000
2450.00|
|
75.00000
5250.00|
|
55.20000
3864.00
0160 620A000
|
|
3.000
CUYD|
|
800.00000
2400.00|
|
300.00000
900.00|
|
563.00000
1689.00
0170 621A019
2.000
EACH|
|
1750.00000
3500.00|
|
3000.00000
6000.00|
|
2225.00000
4450.00
|
|
19.50000
5109.00|
|
25.00000
6550.00|
|
18.00000
4716.00
EACH|
|
925.00000
925.00|
|
1500.00000
1500.00|
|
883.00000
883.00
0200 630C050
1.000 EACH|
|
2100.00000
2100.00|
|
1500.00000
1500.00|
|
1941.00000
1941.00
0180 630A001
262.000 LF
0190 630C001
1.000
0210 634A002
182.000
LF
|
|
22.00000
4004.00|
|
15.00000
2730.00|
|
13.50000
2457.00
0220 650A000
Topsoil
20.000
CUYD|
|
15.00000
300.00|
|
20.00000
400.00|
|
43.50000
870.00
0230 652A100
Seeding
1.000
ACRE|
|
1200.00000
1200.00|
|
600.00000
600.00|
|
1316.00000
1316.00
DATE : 04/07/10
PAGE : 019 -7
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 20021
|(
5
) 02104
|(
6 ) 19058
|C. THORNTON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 654A001
250.000 SQYD|
5.50000
1375.00|
6.00000
1500.00|
4.85000
1212.50
|
|
|
0250 656A010
Mulching
1.000
1200.00000
1200.00|
|
600.00000
600.00|
|
517.00000
517.00
0260 665J002
Silt Fence
500.000
LF
|
|
3.25000
1625.00|
|
3.50000
1750.00|
|
3.55000
1775.00
0270 665O001
Silt Fence Removal
500.000
LF
|
|
1.00000
500.00|
|
0.50000
250.00|
|
1.50000
750.00
0280 665Q002
Wattle
180.000
LF
|
|
9.00000
1620.00|
|
6.00000
1080.00|
|
7.40000
1332.00
20.000
LF
|
|
2.50000
50.00|
|
6.00000
120.00|
|
5.10000
102.00
LUMP|
|
4500.00000
4500.00|
|
5000.00000
5000.00|
|
5000.00000
5000.00
0310 698A000
LUMP|
to $ 5,400.00)
|
1500.00000
1500.00|
|
5000.00000
5000.00|
|
0.00000
0.00
0290 674A000
0300 680A000
ACRE|
|
|
|
0320 740B000
Construction Signs
208.000
SQFT|
|
14.50000
3016.00|
|
3.00000
624.00|
|
15.90000
3307.20
0330 740D000
Channelizing Drums
20.000
EACH|
|
50.00000
1000.00|
|
20.00000
400.00|
|
50.00000
1000.00
0340 740E000
20.000
EACH|
|
12.50000
250.00|
|
5.00000
100.00|
|
16.00000
320.00
0350 740M001
Ballast For Cone
20.000
EACH|
|
5.00000
100.00|
|
5.00000
100.00|
|
5.50000
110.00
SECTION TOTALS
|
$
103,292.00|
$
104,807.00|
$
107,674.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
103,292.00|
$
104,807.00|
$
107,674.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 019 -8
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
7 ) 23007
|(
8
) 02109
|(
9 ) 16668
|M. C. WILLIAMS CONTRACTING |BURNETT CIVIL CONTRACTING, |PROVIDENCE CONSTRUCTION, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
4000.00000
4000.00|
4000.00000
4000.00|
4000.00000
4000.00
|
|
|
(Approx. 1 Acre)
|
|
|
0020 206D000
Removing Pipe
|
8.33000
233.24|
|
8.00000
224.00|
|
10.00000
280.00
4.000
EACH|
|
219.48000
877.92|
|
500.00000
2000.00|
|
200.00000
800.00
60.000
CUYD|
|
16.84000
1010.40|
|
15.00000
900.00|
|
18.00000
1080.00
0050 210D023
85.000
CUYD|
|
22.27000
1892.95|
|
25.00000
2125.00|
|
10.00000
850.00
0040 210A000
LF
|
|
|
0030 206E000
Removing Headwalls
28.000
|
|
|
|
0060 214A000
30.000
CUYD|
|
15.55000
466.50|
|
9.00000
270.00|
|
14.00000
420.00
0070 214B000
30.000
CUYD|
|
23.12000
693.60|
|
20.00000
600.00|
|
20.00000
600.00
0080 529A011
680.000
SQFT|
|
36.42000
24765.60|
|
65.00000
44200.00|
|
62.00000
42160.00
0090 530A000
48.000
LF
|
|
22.85000
1096.80|
|
46.12000
2213.76|
|
35.00000
1680.00
0100 530A100
88.000
(Extension)
LF
|
|
39.50000
3476.00|
|
46.12000
4058.56|
|
50.00000
4400.00
|
|
|
DATE : 04/07/10
PAGE : 019 -9
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
7 ) 23007
|(
8
) 02109
|(
9 ) 16668
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 600A000
LUMP|
26943.00000
26943.00|
10000.00000
10000.00|
1000.00000
1000.00
Mobilization
|
|
|
0120 610C001
10.000
TON |
|
94.51000
945.10|
|
85.00000
850.00|
|
39.00000
390.00
0130 610D003
10.000
SQYD|
|
2.84000
28.40|
|
5.00000
50.00|
|
2.30000
23.00
0140 618A000
460.000
SQYD|
|
28.45000
13087.00|
|
35.00000
16100.00|
|
60.00000
27600.00
0150 618B003
70.000 SQYD|
|
Wire Mesh)
|
36.27000
2538.90|
|
60.00000
4200.00|
|
70.00000
4900.00
0160 620A000
|
|
3.000
CUYD|
|
734.21000
2202.63|
|
1500.00000
4500.00|
|
787.00000
2361.00
0170 621A019
2.000
EACH|
|
1675.55000
3351.10|
|
2800.00000
5600.00|
|
2100.00000
4200.00
|
|
16.80000
4401.60|
|
18.70000
4899.40|
|
25.00000
6550.00
EACH|
|
824.25000
824.25|
|
715.00000
715.00|
|
650.00000
650.00
0200 630C050
1.000 EACH|
|
1811.25000
1811.25|
|
1925.00000
1925.00|
|
1890.00000
1890.00
0180 630A001
262.000 LF
0190 630C001
1.000
0210 634A002
182.000
LF
|
|
15.75000
2866.50|
|
30.00000
5460.00|
|
20.00000
3640.00
0220 650A000
Topsoil
20.000
CUYD|
|
0.01000
0.20|
|
20.00000
400.00|
|
45.00000
900.00
0230 652A100
Seeding
1.000
ACRE|
|
756.24000
756.24|
|
600.00000
600.00|
|
600.00000
600.00
DATE : 04/07/10
PAGE : 019 -10
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
7 ) 23007
|(
8
) 02109
|(
9 ) 16668
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 654A001
250.000 SQYD|
3.87000
967.50|
5.00000
1250.00|
6.00000
1500.00
|
|
|
0250 656A010
Mulching
1.000
431.87000
431.87|
|
600.00000
600.00|
|
600.00000
600.00
0260 665J002
Silt Fence
500.000
LF
|
|
3.44000
1720.00|
|
2.75000
1375.00|
|
3.00000
1500.00
0270 665O001
Silt Fence Removal
500.000
LF
|
|
0.58000
290.00|
|
0.01000
5.00|
|
1.00000
500.00
0280 665Q002
Wattle
180.000
LF
|
|
7.82000
1407.60|
|
6.00000
1080.00|
|
5.00000
900.00
20.000
LF
|
|
3.13000
62.60|
|
3.00000
60.00|
|
5.00000
100.00
LUMP|
|
3675.00000
3675.00|
|
1500.00000
1500.00|
|
5000.00000
5000.00
0310 698A000
LUMP|
to $ 5,400.00)
|
1.05000
1.05|
|
0.00000
0.00|
|
2000.00000
2000.00
0290 674A000
0300 680A000
ACRE|
|
|
|
0320 740B000
Construction Signs
208.000
SQFT|
|
12.56000
2612.48|
|
8.00000
1664.00|
|
6.00000
1248.00
0330 740D000
Channelizing Drums
20.000
EACH|
|
32.30000
646.00|
|
0.01000
0.20|
|
40.00000
800.00
0340 740E000
20.000
EACH|
|
17.42000
348.40|
|
0.01000
0.20|
|
4.00000
80.00
0350 740M001
Ballast For Cone
20.000
EACH|
|
5.98000
119.60|
|
0.01000
0.20|
|
2.50000
50.00
SECTION TOTALS
|
$
110,551.28|
$
123,425.32|
$
125,252.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
110,551.28|
$
123,425.32|
$
125,252.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 019 -11
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|( 10 ) 08017
|(
)
|(
)
|H & L CONSTRUCTION, INC.
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
1250.00000
1250.00|
|
|
|
|
(Approx. 1 Acre)
|
|
|
0020 206D000
Removing Pipe
|
15.00000
420.00|
|
|
|
4.000
EACH|
|
350.00000
1400.00|
|
|
|
60.000
CUYD|
|
15.00000
900.00|
|
|
|
0050 210D023
85.000
CUYD|
|
30.00000
2550.00|
|
|
|
|
|
0040 210A000
LF
|
|
|
0030 206E000
Removing Headwalls
28.000
|
|
0060 214A000
30.000
CUYD|
|
15.00000
450.00|
|
|
|
0070 214B000
30.000
CUYD|
|
55.00000
1650.00|
|
|
|
0080 529A011
680.000
SQFT|
|
77.50000
52700.00|
|
|
|
0090 530A000
48.000
LF
|
|
50.00000
2400.00|
|
|
|
0100 530A100
88.000
(Extension)
LF
|
|
52.00000
4576.00|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 019 -12
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|( 10 ) 08017
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 600A000
LUMP|
1838.00000
1838.00|
|
Mobilization
|
|
|
0120 610C001
10.000
TON |
|
100.00000
1000.00|
|
|
|
0130 610D003
10.000
SQYD|
|
8.00000
80.00|
|
|
|
0140 618A000
460.000
SQYD|
|
35.00000
16100.00|
|
|
|
0150 618B003
70.000 SQYD|
|
Wire Mesh)
|
54.00000
3780.00|
|
|
|
|
|
0160 620A000
3.000
CUYD|
|
1100.00000
3300.00|
|
|
|
0170 621A019
2.000
EACH|
|
3000.00000
6000.00|
|
|
|
|
|
17.00000
4454.00|
|
|
|
EACH|
|
650.00000
650.00|
|
|
|
0200 630C050
1.000 EACH|
|
1750.00000
1750.00|
|
|
|
0180 630A001
262.000 LF
0190 630C001
1.000
0210 634A002
182.000
LF
|
|
25.00000
4550.00|
|
|
|
0220 650A000
Topsoil
20.000
CUYD|
|
30.00000
600.00|
|
|
|
0230 652A100
Seeding
1.000
ACRE|
|
800.00000
800.00|
|
|
|
DATE : 04/07/10
PAGE : 019 -13
TABULATION OF BIDS
CALL ORDER
: 019
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|( 10 ) 08017
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 654A001
250.000 SQYD|
7.50000
1875.00|
|
|
|
|
0250 656A010
Mulching
1.000
800.00000
800.00|
|
|
|
0260 665J002
Silt Fence
500.000
LF
|
|
8.00000
4000.00|
|
|
|
0270 665O001
Silt Fence Removal
500.000
LF
|
|
1.50000
750.00|
|
|
|
0280 665Q002
Wattle
180.000
LF
|
|
10.00000
1800.00|
|
|
|
20.000
LF
|
|
25.00000
500.00|
|
|
|
LUMP|
|
700.00000
700.00|
|
|
|
0310 698A000
LUMP|
to $ 5,400.00)
|
0.00000
0.00|
|
|
|
|
|
0320 740B000
Construction Signs
208.000
SQFT|
|
8.00000
1664.00|
|
|
|
0330 740D000
Channelizing Drums
20.000
EACH|
|
42.50000
850.00|
|
|
|
0340 740E000
20.000
EACH|
|
25.00000
500.00|
|
|
|
0350 740M001
Ballast For Cone
20.000
EACH|
|
7.00000
140.00|
|
|
|
0290 674A000
0300 680A000
ACRE|
|
SECTION TOTALS
|
$
126,777.00|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
126,777.00|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 020 -1
VENDOR RANKING
CALL ORDER
: 020
DIVISION
: 09
CONTRACT TIME : 220
Working Days
MOBILE
for constructing the Bridge Replacement and Approaches on
Michigan Avenue at the CSX Railroad in Mobile. Length 0.191
mi.
COUNTIES : MOBILE
10:00 AM
(available days)
PROJECT(S) : STMMB-7507(600)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
12003
L & A Contracting Company
$
3,683,001.81 100.0000%
2
13036
THE MORRIS GROUP, INC.
$
3,792,862.96 102.9829%
3
23056
JOHN G. WALTON CONSTRUCTION COMPANY, INC.
$
3,967,816.73 107.7332%
4
13125
MCINNIS CONSTRUCTION LLC
$
4,256,490.07 115.5712%
5
18024
RACON, INC.
$
4,322,769.72 117.3708%
6
19007
SCOTT BRIDGE COMPANY, INC.
$
4,861,645.05 132.0022%
DATE : 04/07/10
PAGE : 020 -2
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2 ) 13036
|(
3 ) 23056
|L & A CONTRACTING COMPANY
|JOHN G. WALTON CONSTRUCTION CO.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
10000.00000
10000.00|
16000.00000
16000.00|
16000.00000
16000.00
|
|
|
Allowable Bid $ 4000 Per Acre)(
Approximately 4 Acres)
|
|
|
|
|
|
0020 205A001
1.000 EACH|
Removal Of Structures, Structure No. 1 |
1802.00000
1802.00|
|
5500.00000
5500.00|
|
3856.28000
3856.28
0030 206A000
LUMP|
Removal Of Old Bridge, Station 105+05.9 |
50000.00000
50000.00|
|
100000.00000
100000.00|
|
109030.00000
109030.00
0040 206C000
457.000
SQYD|
|
20.00000
9140.00|
|
3.71000
1695.47|
|
4.73000
2161.61
0050 206C001
5145.000
Removing Concrete Pavement
SQYD|
|
24.00000
123480.00|
|
5.39000
27731.55|
|
5.67000
29172.15
0060 206C002
81.000
SQYD|
|
4.70000
380.70|
|
11.82000
957.42|
|
7.78000
630.18
0070 206C022
Removing Concrete Slab
130.000
SQYD|
|
3.55000
461.50|
|
10.07000
1309.10|
|
5.67000
737.10
0080 206D000
Removing Pipe
341.000
LF
|
|
22.15000
7553.15|
|
11.66000
3976.06|
|
7.23000
2465.43
63.000
LF
|
|
6.10000
384.30|
|
2.00000
126.00|
|
3.44000
216.72
1213.000
LF
|
|
4.16000
5046.08|
|
2.76000
3347.88|
|
2.83000
3432.79
312.000
LF
|
|
6.10000
1903.20|
|
5.00000
1560.00|
|
3.31000
1032.72
0090 206D001
Removing Guardrail
0100 206D003
0110 206D011
Removing Fence
DATE : 04/07/10
PAGE : 020 -3
TABULATION OF BIDS
CALL ORDER
: 020
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 206E000
2.000 EACH|
892.00000
1784.00|
391.14000
782.28|
157.51000
315.02
Removing Headwalls
|
|
|
0130 206E001
Removing Inlets
2.000
EACH|
|
892.00000
1784.00|
|
556.50000
1113.00|
|
157.51000
315.02
0140 206E042
Removing Inlets (Partial)
1.000
EACH|
|
2843.00000
2843.00|
|
928.56000
928.56|
|
315.01000
315.01
1108.000
CUYD|
|
8.82000
9772.56|
|
9.97000
11046.76|
|
25.13000
27844.04
0160 210D013
10766.000 CUYD|
Borrow Excavation (A-4(0) Or Better)
|
20.00000
215320.00|
|
11.82000
127254.12|
|
11.97000
128869.02
0170 214A000
0150 210A000
153.000
CUYD|
|
15.25000
2333.25|
|
47.65000
7290.45|
|
1.07000
163.71
0180 214B000
166.000
CUYD|
|
89.45000
14848.70|
|
14.47000
2402.02|
|
10.61000
1761.26
0190 215A000
174.000
CUYD|
|
22.66000
3942.84|
|
25.00000
4350.00|
|
27.26000
4743.24
0200 215B000
LUMP|
Cofferdams Or Sheeting And Shoring,
|
105+40.16
|
65000.00000
65000.00|
|
10000.00000
10000.00|
|
10903.00000
10903.00
0210 230A000
Roadbed Processing
10.000
|
|
RBST|
|
366.00000
3660.00|
|
268.18000
2681.80|
|
475.70000
4757.00
0220 260A000
25.000 CUYD|
335.50000
8387.50|
|
174.90000
4372.50|
|
262.38000
6559.50
0230 301A012
7127.000 SQYD|
|
19.12000
136268.24|
|
12.24000
87234.48|
|
14.03000
99991.81
|
|
DATE : 04/07/10
PAGE : 020 -4
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 401A000
7127.000 SQYD|
1.30000
9265.10|
1.06000
7554.62|
1.09000
7768.43
|
|
|
0250 408A052
957.000 SQYD|
|
|
7.50000
7177.50|
|
5.04000
0260 502A001
177485.000
Steel Reinforcement (Grade 60)
LB
|
|
1.00000
177485.00|
|
1.00000
0270 502B001
Superstructure, Station 105+40.16,
Approximately
LUMP|
|
74884.00000
74884.00|
|
75000.00000
|
4823.28|
|
5.07000
4851.99
177485.00|
|
1.09000
193458.65
75000.00|
|
81772.00000
81772.00
|
|
|
|
|
|
|
0280 505A015
2.000 EACH|
Concrete Test Piles (14 Inches Square) |
6791.00000
13582.00|
|
8000.00000
16000.00|
|
8722.54000
17445.08
0290 505B075
2.000 EACH|
Dynamic Loading Tests (14 Inches Square |
1680.00000
3360.00|
|
1500.00000
3000.00|
|
1635.48000
3270.96
0300 505H000
Pilot Holes
860.000
LF
|
|
17.10000
14706.00|
|
35.00000
30100.00|
|
38.16000
32817.60
0310 505N000
5253.000 LF
Concrete Piling Furnished (14 Inches
Square)
|
|
28.25000
148397.25|
|
41.00000
215373.00|
|
44.70000
234809.10
2.18000
11451.54
321.64000
168861.00
0320 505O000
5253.000
Concrete Piling Driven (14 Inches
Square)
|
LF
|
|
|
14.00000
|
0330 506A000
525.000 LF |
Drilled Shaft Excavation, 4'-6" Diamete |
73542.00|
|
|
2.00000
|
227.50000
119437.50|
|
10506.00|
|
|
295.00000
154875.00|
|
DATE : 04/07/10
PAGE : 020 -5
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0340 506C043
525.000 LF |
359.12000
188538.00|
142.00000
74550.00|
154.83000
81285.75
Drilled Shaft Construction, 4'-6"
|
|
|
Diameter, Class DS1 Concrete
|
|
|
0350 506G003
7.000 EACH|
Crosshole Sonic Logging, 4'-6" Diameter |
2143.00000
15001.00|
|
1060.00000
7420.00|
|
1155.74000
8090.18
|
|
4.95000
55935.00|
|
4.00000
45200.00|
|
4.36000
49268.00
0370 510A000
609.000 CUYD|
|
400.00000
243600.00|
|
400.00000
243600.00|
|
436.13000
265603.17
0380 510C051
LUMP|
Bridge Concrete Superstructure, Station |
105+40.16, Approximately 330 Cu
|
198000.00000
198000.00|
|
209000.00000
209000.00|
|
210870.00000
210870.00
0360 508A000
Structural Steel
11300.000
LB
|
|
0390 510E000
1068.000
Grooving Concrete Bridge Decks
SQYD|
|
3.28000
3503.04|
|
5.00000
5340.00|
|
5.45000
5820.60
0400 511A004
EACH|
|
495.60000
27753.60|
|
500.00000
28000.00|
|
545.16000
30528.96
0410 513B010
2114.000 LF |
Pretensioned-Prestressed Concrete
|
Girders, Type 1, (Modified) (Speciality
Item)
|
109.60000
231694.40|
|
150.00000
317100.00|
|
163.55000
345744.70
0420 529A012
Retaining Wall(MSE)
56.000
|
12760.000
|
|
|
|
SQFT|
|
19.70000
251372.00|
|
34.25000
437030.00|
|
33.17000
423249.20
0430 530A001
175.000
LF
|
|
38.00000
6650.00|
|
42.67000
7467.25|
|
31.37000
5489.75
0440 600A000
Mobilization
LUMP|
|
250000.00000
250000.00|
|
345300.00000
345300.00|
|
328847.00000
328847.00
DATE : 04/07/10
PAGE : 020 -6
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0450 602C000
8.000 EACH|
305.00000
2440.00|
175.00000
1400.00|
210.39000
1683.12
Permanent Easement Marker
|
|
|
0460 610C001
30.000
TON |
|
65.10000
1953.00|
|
85.07000
2552.10|
|
94.37000
2831.10
0470 610D003
104.000
SQYD|
|
8.60000
894.40|
|
5.94000
617.76|
|
6.47000
672.88
0480 614A000
Slope Paving
25.000
CUYD|
|
225.00000
5625.00|
|
400.00000
10000.00|
|
391.48000
9787.00
0490 618A000
404.000
SQYD|
|
45.00000
18180.00|
|
47.65000
19250.60|
|
43.64000
17630.56
0500 619A002
1.000 EACH|
475.00000
475.00|
|
503.50000
503.50|
|
585.33000
585.33
0510 621C015
2.000
EACH|
|
1900.00000
3800.00|
|
3194.84000
6389.68|
|
2674.20000
5348.40
0520 621C056
1.000
Inlets, Type S3 (1 Wing) (Partial)
EACH|
|
2400.00000
2400.00|
|
2071.24000
2071.24|
|
1702.04000
1702.04
0530 621D015
4.000
EACH|
|
375.00000
1500.00|
|
667.00000
2668.00|
|
424.65000
1698.60
0540 621E004
1.000
Manholes, Type L Or M (Storm)
EACH|
|
2800.00000
2800.00|
|
2853.52000
2853.52|
|
1975.61000
1975.61
0550 623B000
Concrete Curb, Type N
208.000
LF
|
|
7.00000
1456.00|
|
11.87000
2468.96|
|
17.47000
3633.76
0560 623C000
1332.000
LF
|
|
10.00000
13320.00|
|
18.39000
24495.48|
|
18.26000
24322.32
0570 630A001
712.000 LF
|
|
16.50000
11748.00|
|
17.49000
12452.88|
|
18.36000
13072.32
DATE : 04/07/10
PAGE : 020 -7
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0580 630C001
1.000 EACH|
625.00000
625.00|
662.50000
662.50|
900.95000
900.95
|
|
|
0590 630C003
4.000
EACH|
|
1275.00000
5100.00|
|
1351.50000
5406.00|
|
1664.17000
6656.68
0600 630C050
3.000 EACH|
|
1725.00000
5175.00|
|
1828.50000
5485.50|
|
1979.79000
5939.37
0610 634A002
143.000
LF
|
|
16.50000
2359.50|
|
12.72000
1818.96|
|
148.05000
21171.15
0620 634E003
310.000
Industrial Fence, 7.33 Feet High,
Special Mounting
LF
|
|
68.80000
21328.00|
|
62.54000
19387.40|
|
193.96000
60127.60
1849.52000
36990.40
|
0630 649A590
20.000 LF
60 Inch Steel Encasement Pipe, Type 1
Installation
0640 650A000
Topsoil
|
|
|
1122.00000
|
22440.00|
|
|
2539.76000
|
50795.20|
|
|
1411.000
CUYD|
|
8.00000
11288.00|
|
22.47000
31705.17|
|
31.19000
44009.09
15728.000
SQYD|
|
6.00000
94368.00|
|
7.00000
110096.00|
|
4.00000
62912.00
0660 659A033
9344.000 SQYD|
|
(2A)
|
2.50000
23360.00|
|
3.00000
28032.00|
|
3.89000
36348.16
0650 654A001
0670 665B000
Temporary Mulching
0680 665C010
Temporary Pipe
5.000
222.000
ACRE|
|
LF
|
|
|
|
1000.00000
5000.00|
|
2500.00000
12500.00|
|
1907.77000
9538.85
30.00000
6660.00|
|
18.55000
4118.10|
|
34.81000
7727.82
DATE : 04/07/10
PAGE : 020 -8
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0690 665E000
273.000 SQYD|
1.75000
477.75|
6.50000
1774.50|
18.25000
4982.25
Polyethylene
|
|
|
0700 665F000
Hay Bales
200.000
EACH|
|
5.50000
1100.00|
|
14.00000
2800.00|
|
13.12000
2624.00
0710 665G000
Sand Bags
90.000
EACH|
|
4.00000
360.00|
|
15.00000
1350.00|
|
6.95000
625.50
0720 665I000
Temporary Riprap, Class 2
60.000
TON |
|
65.10000
3906.00|
|
92.01000
5520.60|
|
94.37000
5662.20
|
|
3.50000
7518.00|
|
4.50000
9666.00|
|
4.58000
9837.84
0740 665N000
20.000 TON |
1
|
40.00000
800.00|
|
84.64000
1692.80|
|
103.57000
2071.40
0730 665J002
Silt Fence
0750 665O001
Silt Fence Removal
2148.000
LF
|
|
2148.000
LF
|
|
1.00000
2148.00|
|
3.50000
7518.00|
|
1.11000
2384.28
0760 665Q002
Wattle
285.000
LF
|
|
5.00000
1425.00|
|
10.00000
2850.00|
|
18.25000
5201.25
0770 665T000
Temporary Earth Berms
545.000
LF
|
|
2.00000
1090.00|
|
13.89000
7570.05|
|
1.30000
708.50
LUMP|
|
70000.00000
70000.00|
|
30000.00000
30000.00|
|
40472.00000
40472.00
0790 698A000
LUMP|
to $ 203,000.00)
|
3050.00000
3050.00|
|
1000.00000
1000.00|
|
0.00000
0.00
0800 705A030
26.000 EACH|
|
10.00000
11.48000
298.48
0780 680A000
|
260.00|
|
|
10.60000
275.60|
|
DATE : 04/07/10
PAGE : 020 -9
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0810 705A031
16.000 EACH|
10.00000
160.00|
10.60000
169.60|
11.48000
183.68
|
|
|
0820 705A037
1.000 EACH|
|
10.00000
10.00|
|
10.60000
10.60|
|
11.48000
11.48
0830 710A115
52.000 SQFT|
|
Gauge (Type III Or Type IV Background) |
10.25000
533.00|
|
10.87000
565.24|
|
11.76000
611.52
12.34000
308.50
6.31000
946.50
|
0840 710A126
25.000 SQFT|
|
|
|
0850 710B001
150.000
Galvanized Steel)
0860 730H001
Loop Wire
10.75000
LF
|
|
5.50000
|
|
|
268.75|
|
11.40000
285.00|
|
|
|
|
|
825.00|
|
5.83000
|
874.50|
|
|
3.00000
3087.00|
|
3.18000
3272.22|
|
3.44000
3539.76
479.000
SQFT|
|
8.00000
3832.00|
|
7.95000
3808.05|
|
22.25000
10657.75
0880 740C000
176.000
SQFT|
|
8.00000
1408.00|
|
7.95000
1399.20|
|
22.25000
3916.00
0890 740D000
Channelizing Drums
100.000
EACH|
|
50.00000
5000.00|
|
63.60000
6360.00|
|
15.94000
1594.00
50.000
EACH|
|
15.00000
750.00|
|
12.72000
636.00|
|
1.77000
88.50
0900 740E000
LF
|
|
|
0870 740B000
Construction Signs
1029.000
|
DATE : 04/07/10
PAGE : 020 -10
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0910 740F002
30.000 EACH|
195.00000
5850.00|
196.10000
5883.00|
324.21000
9726.30
|
|
|
0920 740I005
15.000 EACH|
86.00000
1290.00|
|
275.60000
4134.00|
|
239.27000
3589.05
EACH|
|
8.50000
425.00|
|
7.42000
371.00|
|
1.77000
88.50
0940 742C000
3.000 EACH|
State Furnished Portable Changeable
|
Message Signs, Type 2
|
12200.00000
36600.00|
|
500.00000
1500.00|
|
398.44000
1195.32
0950 750Z220
Roadway Lighting
LUMP|
|
81900.00000
81900.00|
|
86814.00000
86814.00|
|
93995.00000
93995.00
0960 999 000
1500.000
HOUR|
|
0.80000
1200.00|
|
0.80000
1200.00|
|
0.80000
1200.00
0970 405A000
Tack Coat
2564.000
GAL |
|
3.25000
8333.00|
|
3.71000
9512.44|
|
3.54000
9076.56
0980 407B000
AA1
2.000
Pavement
MILE|
|
200.00000
400.00|
|
432.48000
864.96|
|
272.58000
545.16
103.58000
60905.04
78.12000
64605.24
0930 740M001
Ballast For Cone
AA1
50.000
|
|
0990 424A360
AA1
588.000 TON |
|
|
|
95.00000
|
1000 424B651
AA1
827.000 TON |
|
Mix, ESAL Range C/D
|
|
|
75.00000
55860.00|
|
|
102.77000
60428.76|
|
|
|
|
|
62025.00|
|
77.49000
64084.23|
|
|
|
|
|
DATE : 04/07/10
PAGE : 020 -11
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1010 424B681
AA1
2616.000 TON |
72.50000
189660.00|
77.49000
202713.84|
78.12000
204361.92
|
|
|
Mix, ESAL Range C/D
|
|
|
|
|
1020 450B000
AA1
270.000 SQYD|
|
Slab
|
115.00000
1030 701A227
AA1
1.000 MILE|
|
Stripe (5" Wide)
|
4000.00000
1040 701A239
AA1
1.000 MILE|
|
Stripe (5" Wide)
|
4000.00000
1050 701B207
AA1
250.000 LF
(5" Wide)
1060 701G142
AA1
310.000 LF
Stripe (5" Wide)
1070 701G146
AA1
310.000 LF
Stripe (5"Wide)
1080 701G265
AA1
110.000 LF
Stripe (5" Wide)
|
|
|
4240.00000
4000.00|
|
2.00000
500.00|
|
4240.00000
1240.00|
|
2.12000
1240.00|
|
4.24000
220.00|
|
|
4590.81000
4590.81
4240.00|
|
4590.81000
4590.81
530.00|
|
2.30000
575.00
1314.40|
|
4.59000
1422.90
4.59000
1422.90
2.30000
253.00
|
4.24000
|
2.00000
4240.00|
|
|
|
4.00000
25023.60
|
|
4.00000
92.68000
|
|
|
|
|
4000.00|
|
22950.00|
|
|
|
|
|
|
85.00000
|
|
|
|
31050.00|
|
|
1314.40|
|
|
2.12000
233.20|
|
|
DATE : 04/07/10
PAGE : 020 -12
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1090 703A002
AA1
5071.000 SQFT|
4.00000
20284.00|
4.24000
21501.04|
4.59000
23275.89
|
|
A
|
|
|
1100 703A011
AA1
801.000 SQFT|
Traffic Control Markings, Class W, Type |
A
|
18.00000
1110 703B002
AA1
45.000 SQFT|
5.00000
1120 405A000
Tack Coat
AA2
14418.00|
|
19.08000
|
225.00|
|
15283.08|
|
16548.66
5.74000
258.30
|
5.30000
238.50|
|
97.000
GAL |
|
|
|
|
|
1130 407B000
AA2
1.000
Pavement
MILE|
|
|
|
|
|
|
|
|
1140 424A360
AA2
75.000 TON |
|
|
|
|
|
|
|
|
|
|
|
SQYD|
|
|
|
|
|
|
|
|
1160 450B000
AA2
848.000 SQYD|
|
Slab
|
|
|
|
|
|
|
1170 701B027
AA2
249.000 LF
Dotted, Class W, Type A Traffic Stripe
(5" Wide)
|
|
|
|
|
|
|
|
|
1150 450A007
AA2
5753.000
Plain Cement Concrete Pavement,12
Inches Thick
20.66000
DATE : 04/07/10
PAGE : 020 -13
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 12003
|(
2
) 13036
|(
3 ) 23056
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1180 701G142
AA2
1200.000 LF |
|
|
|
|
|
Stripe (5" Wide)
|
|
|
1190 701G146
AA2
1932.000 LF
Stripe (5"Wide)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1220 703A002
AA2
217.000 SQFT|
A
|
|
|
|
|
|
|
1230 703A011
AA2
5569.000 SQFT|
A
|
|
|
|
|
|
|
1240 703B011
AA2
45.000 SQFT|
Traffic Control Legends, Class W, Type |
|
|
|
|
1200 701G154
AA2
110.000 LF
Stripe (5" Wide)
1210 701G253
AA2
670.000 LF
Stripe (5" Wide)
SECTION TOTALS
|
$ 3,683,001.81|
$ 3,792,862.96|
$ 3,967,816.73
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 3,683,001.81|
$ 3,792,862.96|
$ 3,967,816.73
====================================================================================================================================
DATE : 04/07/10
PAGE : 020 -14
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|MCINNIS CONSTRUCTION LLC
|RACON, INC.
|SCOTT BRIDGE COMPANY, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
16000.00000
16000.00|
16000.00000
16000.00|
16000.00000
16000.00
|
|
|
Allowable Bid $ 4000 Per Acre)(
Approximately 4 Acres)
|
|
|
|
|
|
0020 205A001
1.000 EACH|
Removal Of Structures, Structure No. 1 |
5000.00000
5000.00|
|
3046.29000
3046.29|
|
3860.00000
3860.00
0030 206A000
LUMP|
355000.00000
355000.00|
|
250000.00000
250000.00|
|
400000.00000
400000.00
0040 206C000
457.000
SQYD|
|
4.00000
1828.00|
|
7.15000
3267.55|
|
3.70000
1690.90
0050 206C001
5145.000
SQYD|
|
5.00000
25725.00|
|
7.25000
37301.25|
|
5.35000
27525.75
0060 206C002
81.000
SQYD|
|
4.00000
324.00|
|
8.91000
721.71|
|
11.75000
951.75
0070 206C022
Removing Concrete Slab
130.000
SQYD|
|
8.00000
1040.00|
|
8.54000
1110.20|
|
10.00000
1300.00
0080 206D000
Removing Pipe
341.000
LF
|
|
5.00000
1705.00|
|
7.61000
2595.01|
|
12.00000
4092.00
63.000
LF
|
|
2.00000
126.00|
|
5.00000
315.00|
|
4.00000
252.00
1213.000
LF
|
|
4.00000
4852.00|
|
5.16000
6259.08|
|
2.75000
3335.75
312.000
LF
|
|
2.00000
624.00|
|
4.85000
1513.20|
|
3.00000
936.00
0090 206D001
Removing Guardrail
0100 206D003
0110 206D011
Removing Fence
DATE : 04/07/10
PAGE : 020 -15
TABULATION OF BIDS
CALL ORDER
: 020
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 206E000
2.000 EACH|
500.00000
1000.00|
612.00000
1224.00|
390.00000
780.00
Removing Headwalls
|
|
|
0130 206E001
Removing Inlets
2.000
EACH|
|
500.00000
1000.00|
|
1000.44000
2000.88|
|
560.00000
1120.00
0140 206E042
1.000
EACH|
|
500.00000
500.00|
|
776.52000
776.52|
|
930.00000
930.00
1108.000
CUYD|
|
7.50000
8310.00|
|
12.93000
14326.44|
|
9.90000
10969.20
0160 210D013
10766.000 CUYD|
Borrow Excavation (A-4(0) Or Better)
|
17.00000
183022.00|
|
14.35000
154492.10|
|
11.75000
126500.50
0150 210A000
0170 214A000
153.000
CUYD|
|
5.00000
765.00|
|
7.28000
1113.84|
|
48.00000
7344.00
0180 214B000
166.000
CUYD|
|
15.00000
2490.00|
|
16.00000
2656.00|
|
14.50000
2407.00
0190 215A000
174.000
CUYD|
|
25.00000
4350.00|
|
24.00000
4176.00|
|
18.00000
3132.00
0200 215B000
LUMP|
Cofferdams Or Sheeting And Shoring,
|
105+40.16
|
1000.00000
1000.00|
|
130000.00000
130000.00|
|
200000.00000
200000.00
0210 230A000
Roadbed Processing
RBST|
|
1000.00000
10000.00|
|
419.79000
4197.90|
|
270.00000
2700.00
0220 260A000
25.000 CUYD|
600.00000
15000.00|
|
225.05000
5626.25|
|
175.00000
4375.00
0230 301A012
7127.000 SQYD|
|
12.75000
90869.25|
|
11.86000
84526.22|
|
12.25000
87305.75
10.000
|
|
|
|
DATE : 04/07/10
PAGE : 020 -16
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 401A000
7127.000 SQYD|
1.30000
9265.10|
0.80000
5701.60|
1.00000
7127.00
|
|
|
0250 408A052
957.000 SQYD|
|
|
7.50000
7177.50|
|
2.84000
0260 502A001
177485.000
Steel Reinforcement (Grade 60)
LB
|
|
1.50000
266227.50|
|
0.85000
0270 502B001
Superstructure, Station 105+40.16,
Approximately
LUMP|
|
112326.00000
112326.00|
|
65000.00000
|
2717.88|
|
5.00000
4785.00
150862.25|
|
0.84000
149087.40
65000.00|
|
66000.00000
66000.00
|
|
|
|
|
|
|
0280 505A015
2.000 EACH|
Concrete Test Piles (14 Inches Square) |
12500.00000
25000.00|
|
5000.00000
10000.00|
|
8000.00000
16000.00
0290 505B075
2.000 EACH|
Dynamic Loading Tests (14 Inches Square |
1500.00000
3000.00|
|
1500.00000
3000.00|
|
1200.00000
2400.00
0300 505H000
Pilot Holes
860.000
LF
|
|
12.00000
10320.00|
|
70.00000
60200.00|
|
12.00000
10320.00
0310 505N000
5253.000 LF
Concrete Piling Furnished (14 Inches
Square)
|
|
35.00000
183855.00|
|
30.00000
157590.00|
|
22.05000
115828.65
19.25000
101120.25
290.00000
152250.00
0320 505O000
5253.000
Concrete Piling Driven (14 Inches
Square)
|
LF
|
|
|
15.00000
|
0330 506A000
525.000 LF |
Drilled Shaft Excavation, 4'-6" Diamete |
78795.00|
|
|
6.75000
|
321.82000
168955.50|
|
35457.75|
|
|
400.00000
210000.00|
|
DATE : 04/07/10
PAGE : 020 -17
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0340 506C043
525.000 LF |
156.24000
82026.00|
200.00000
105000.00|
140.00000
73500.00
Drilled Shaft Construction, 4'-6"
|
|
|
Diameter, Class DS1 Concrete
|
|
|
0350 506G003
7.000 EACH|
Crosshole Sonic Logging, 4'-6" Diameter |
1060.00000
7420.00|
|
1500.00000
10500.00|
|
1500.00000
10500.00
|
|
4.00000
45200.00|
|
3.75000
42375.00|
|
3.80000
42940.00
0370 510A000
609.000 CUYD|
|
450.00000
274050.00|
|
450.00000
274050.00|
|
634.00000
386106.00
0380 510C051
LUMP|
Bridge Concrete Superstructure, Station |
105+40.16, Approximately 330 Cu
|
132000.00000
132000.00|
|
215000.00000
215000.00|
|
390000.00000
390000.00
0360 508A000
Structural Steel
11300.000
LB
|
|
0390 510E000
1068.000
Grooving Concrete Bridge Decks
SQYD|
|
5.00000
5340.00|
|
5.00000
5340.00|
|
5.00000
5340.00
0400 511A004
EACH|
|
200.00000
11200.00|
|
800.00000
44800.00|
|
780.00000
43680.00
0410 513B010
2114.000 LF |
Pretensioned-Prestressed Concrete
|
Girders, Type 1, (Modified) (Speciality
Item)
|
205.00000
433370.00|
|
187.00000
395318.00|
|
185.00000
391090.00
0420 529A012
Retaining Wall(MSE)
56.000
|
12760.000
|
|
|
|
SQFT|
|
32.25000
411510.00|
|
48.00000
612480.00|
|
47.00000
599720.00
0430 530A001
175.000
LF
|
|
35.00000
6125.00|
|
30.90000
5407.50|
|
42.40000
7420.00
0440 600A000
Mobilization
LUMP|
|
452875.00000
452875.00|
|
279749.01000
279749.01|
|
471200.00000
471200.00
DATE : 04/07/10
PAGE : 020 -18
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0450 602C000
8.000 EACH|
300.00000
2400.00|
158.86000
1270.88|
200.00000
1600.00
|
|
|
0460 610C001
30.000
TON |
|
75.00000
2250.00|
|
55.71000
1671.30|
|
85.00000
2550.00
0470 610D003
104.000
SQYD|
|
2.00000
208.00|
|
5.43000
564.72|
|
5.90000
613.60
0480 614A000
Slope Paving
25.000
CUYD|
|
250.00000
6250.00|
|
406.65000
10166.25|
|
376.00000
9400.00
0490 618A000
404.000
SQYD|
|
33.75000
13635.00|
|
48.15000
19452.60|
|
47.40000
19149.60
0500 619A002
1.000 EACH|
650.00000
650.00|
|
847.06000
847.06|
|
1090.00000
1090.00
0510 621C015
2.000
EACH|
|
2500.00000
5000.00|
|
2956.78000
5913.56|
|
3175.00000
6350.00
0520 621C056
1.000
Inlets, Type S3 (1 Wing) (Partial)
EACH|
|
3000.00000
3000.00|
|
2007.79000
2007.79|
|
2060.00000
2060.00
0530 621D015
4.000
EACH|
|
650.00000
2600.00|
|
625.23000
2500.92|
|
665.00000
2660.00
0540 621E004
1.000
Manholes, Type L Or M (Storm)
EACH|
|
3500.00000
3500.00|
|
2769.43000
2769.43|
|
2835.00000
2835.00
0550 623B000
208.000
LF
|
|
16.00000
3328.00|
|
15.11000
3142.88|
|
12.00000
2496.00
0560 623C000
1332.000
LF
|
|
16.00000
21312.00|
|
16.63000
22151.16|
|
18.25000
24309.00
0570 630A001
712.000 LF
|
|
16.50000
11748.00|
|
18.15000
12922.80|
|
16.50000
11748.00
DATE : 04/07/10
PAGE : 020 -19
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0580 630C001
1.000 EACH|
625.00000
625.00|
687.50000
687.50|
625.00000
625.00
|
|
|
0590 630C003
4.000
EACH|
|
1275.00000
5100.00|
|
1402.50000
5610.00|
|
1275.00000
5100.00
0600 630C050
3.000 EACH|
|
1725.00000
5175.00|
|
1897.50000
5692.50|
|
1725.00000
5175.00
0610 634A002
143.000
LF
|
|
22.00000
3146.00|
|
23.65000
3381.95|
|
20.00000
2860.00
0620 634E003
310.000
Industrial Fence, 7.33 Feet High,
Special Mounting
LF
|
|
75.00000
23250.00|
|
53.79000
16674.90|
|
65.00000
20150.00
2525.00000
50500.00
|
0630 649A590
20.000 LF
60 Inch Steel Encasement Pipe, Type 1
Installation
0640 650A000
Topsoil
|
|
|
1000.00000
|
20000.00|
|
|
755.57000
|
15111.40|
|
|
1411.000
CUYD|
|
10.00000
14110.00|
|
16.68000
23535.48|
|
22.40000
31606.40
15728.000
SQYD|
|
3.15000
49543.20|
|
4.40000
69203.20|
|
3.25000
51116.00
0660 659A033
9344.000 SQYD|
|
(2A)
|
1.50000
14016.00|
|
1.93000
18033.92|
|
2.50000
23360.00
0650 654A001
0670 665B000
Temporary Mulching
0680 665C010
Temporary Pipe
5.000
222.000
ACRE|
|
LF
|
|
|
|
700.00000
3500.00|
|
880.00000
4400.00|
|
800.00000
4000.00
35.00000
7770.00|
|
15.54000
3449.88|
|
20.00000
4440.00
DATE : 04/07/10
PAGE : 020 -20
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0690 665E000
273.000 SQYD|
2.00000
546.00|
2.23000
608.79|
3.00000
819.00
Polyethylene
|
|
|
0700 665F000
Hay Bales
200.000
EACH|
|
7.00000
1400.00|
|
7.70000
1540.00|
|
6.00000
1200.00
0710 665G000
Sand Bags
90.000
EACH|
|
5.00000
450.00|
|
8.80000
792.00|
|
10.00000
900.00
0720 665I000
60.000
TON |
|
75.00000
4500.00|
|
59.27000
3556.20|
|
91.50000
5490.00
|
|
3.00000
6444.00|
|
4.40000
9451.20|
|
3.50000
7518.00
0740 665N000
20.000 TON |
1
|
75.00000
1500.00|
|
47.88000
957.60|
|
100.00000
2000.00
0730 665J002
Silt Fence
0750 665O001
Silt Fence Removal
2148.000
LF
|
|
2148.000
LF
|
|
0.50000
1074.00|
|
1.65000
3544.20|
|
1.00000
2148.00
0760 665Q002
Wattle
285.000
LF
|
|
8.00000
2280.00|
|
8.80000
2508.00|
|
8.00000
2280.00
0770 665T000
Temporary Earth Berms
545.000
LF
|
|
5.00000
2725.00|
|
2.07000
1128.15|
|
13.80000
7521.00
LUMP|
|
65000.00000
65000.00|
|
100273.94000
100273.94|
|
85500.00000
85500.00
0790 698A000
LUMP|
to $ 203,000.00)
|
5000.00000
5000.00|
|
0.00000
0.00|
|
0.00000
0.00
0800 705A030
26.000 EACH|
|
10.60000
11.00000
286.00
0780 680A000
|
275.60|
|
|
11.67000
303.42|
|
DATE : 04/07/10
PAGE : 020 -21
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0810 705A031
16.000 EACH|
10.60000
169.60|
11.67000
186.72|
11.00000
176.00
|
|
|
0820 705A037
1.000 EACH|
|
10.60000
10.60|
|
11.67000
11.67|
|
11.00000
11.00
0830 710A115
52.000 SQFT|
|
10.87000
565.24|
|
11.96000
621.92|
|
18.00000
936.00
18.00000
450.00
10.00000
1500.00
|
0840 710A126
25.000 SQFT|
|
|
|
0850 710B001
150.000
Galvanized Steel)
0860 730H001
Loop Wire
11.40000
LF
|
|
5.83000
|
|
|
285.00|
|
12.55000
313.75|
|
|
|
|
|
874.50|
|
6.42000
|
963.00|
|
|
4.24000
4362.96|
|
3.50000
3601.50|
|
3.15000
3241.35
479.000
SQFT|
|
8.48000
4061.92|
|
8.75000
4191.25|
|
8.00000
3832.00
0880 740C000
176.000
SQFT|
|
8.48000
1492.48|
|
8.75000
1540.00|
|
8.00000
1408.00
0890 740D000
Channelizing Drums
100.000
EACH|
|
53.00000
5300.00|
|
58.35000
5835.00|
|
55.00000
5500.00
50.000
EACH|
|
15.90000
795.00|
|
10.00000
500.00|
|
15.00000
750.00
0900 740E000
LF
|
|
|
0870 740B000
Construction Signs
1029.000
|
DATE : 04/07/10
PAGE : 020 -22
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0910 740F002
30.000 EACH|
206.70000
6201.00|
215.90000
6477.00|
200.00000
6000.00
|
|
|
0920 740I005
15.000 EACH|
250.00000
3750.00|
|
291.75000
4376.25|
|
300.00000
4500.00
EACH|
|
9.01000
450.50|
|
5.00000
250.00|
|
10.00000
500.00
0940 742C000
3.000 EACH|
State Furnished Portable Changeable
|
Message Signs, Type 2
|
1000.00000
3000.00|
|
2326.51000
6979.53|
|
5000.00000
15000.00
0930 740M001
Ballast For Cone
50.000
|
|
0950 750Z220
Roadway Lighting
LUMP|
|
52470.00000
52470.00|
|
95495.40000
95495.40|
|
86000.00000
86000.00
0960 999 000
1500.000
HOUR|
|
0.80000
1200.00|
|
0.80000
1200.00|
|
0.80000
1200.00
0970 405A000
Tack Coat
2564.000
GAL |
|
3.25000
8333.00|
|
3.58000
9179.12|
|
3.35000
8589.40
0980 407B000
AA1
2.000
Pavement
MILE|
|
200.00000
400.00|
|
284.25000
568.50|
|
265.00000
530.00
71.00000
41748.00
69.00000
57063.00
AA1
|
0990 424A360
AA1
588.000 TON |
|
|
|
95.00000
|
1000 424B651
AA1
827.000 TON |
|
Mix, ESAL Range C/D
|
|
75.00000
55860.00|
|
|
76.18000
44793.84|
|
|
|
|
|
62025.00|
|
73.91000
61123.57|
|
|
|
|
|
DATE : 04/07/10
PAGE : 020 -23
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1010 424B681
AA1
2616.000 TON |
72.50000
189660.00|
73.91000
193348.56|
69.00000
180504.00
|
|
|
Mix, ESAL Range C/D
|
|
|
|
|
1020 450B000
AA1
270.000 SQYD|
|
Slab
|
135.00000
1030 701A227
AA1
1.000 MILE|
|
Stripe (5" Wide)
|
4240.00000
1040 701A239
AA1
1.000 MILE|
|
Stripe (5" Wide)
|
4240.00000
1050 701B207
AA1
250.000 LF
(5" Wide)
1060 701G142
AA1
310.000 LF
Stripe (5" Wide)
1070 701G146
AA1
310.000 LF
Stripe (5"Wide)
1080 701G265
AA1
110.000 LF
Stripe (5" Wide)
|
|
|
4668.00000
4240.00|
|
2.12000
530.00|
|
4668.00000
1314.40|
|
2.33000
1314.40|
|
4.67000
233.20|
|
|
4200.00000
4200.00
4668.00|
|
4200.00000
4200.00
582.50|
|
5.25000
1312.50
1447.70|
|
2.10000
651.00
5.00000
1550.00
5.00000
550.00
|
4.67000
|
2.12000
4668.00|
|
|
|
4.24000
35100.00
|
|
4.24000
130.00000
|
|
|
|
|
4240.00|
|
33750.00|
|
|
|
|
|
|
125.00000
|
|
|
|
36450.00|
|
|
1447.70|
|
|
2.33000
256.30|
|
|
DATE : 04/07/10
PAGE : 020 -24
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1090 703A002
AA1
5071.000 SQFT|
4.24000
21501.04|
4.67000
23681.57|
4.30000
21805.30
|
|
A
|
|
|
1100 703A011
AA1
801.000 SQFT|
A
|
19.08000
1110 703B002
AA1
45.000 SQFT|
5.30000
1120 405A000
Tack Coat
AA2
15283.08|
|
21.01000
|
238.50|
|
16829.01|
|
16020.00
32.00000
1440.00
|
5.83000
262.35|
|
97.000
GAL |
|
|
|
|
|
1130 407B000
AA2
1.000
Pavement
MILE|
|
|
|
|
|
|
|
|
1140 424A360
AA2
75.000 TON |
|
|
|
|
|
|
|
|
|
|
|
SQYD|
|
|
|
|
|
|
|
|
1160 450B000
AA2
848.000 SQYD|
|
Slab
|
|
|
|
|
|
|
1170 701B027
AA2
249.000 LF
Dotted, Class W, Type A Traffic Stripe
(5" Wide)
|
|
|
|
|
|
|
|
|
1150 450A007
AA2
5753.000
Plain Cement Concrete Pavement,12
Inches Thick
20.00000
DATE : 04/07/10
PAGE : 020 -25
TABULATION OF BIDS
CALL ORDER
: 020
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 13125
|(
5
) 18024
|(
6 ) 19007
|RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1180 701G142
AA2
1200.000 LF |
|
|
|
|
|
Stripe (5" Wide)
|
|
|
1190 701G146
AA2
1932.000 LF
Stripe (5"Wide)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1220 703A002
AA2
217.000 SQFT|
A
|
|
|
|
|
|
|
1230 703A011
AA2
5569.000 SQFT|
A
|
|
|
|
|
|
|
1240 703B011
AA2
45.000 SQFT|
Traffic Control Legends, Class W, Type |
|
|
|
|
1200 701G154
AA2
110.000 LF
Stripe (5" Wide)
1210 701G253
AA2
670.000 LF
Stripe (5" Wide)
SECTION TOTALS
|
$ 4,256,490.07|
$ 4,322,769.72|
$ 4,861,645.05
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 4,256,490.07|
$ 4,322,769.72|
$ 4,861,645.05
====================================================================================================================================
DATE : 04/07/10
PAGE : 021 -1
VENDOR RANKING
CALL ORDER
: 021
DIVISION
: 09
CONTRACT TIME :
90
Working Days
MOBILE
for constructing the Planing, Resurfacing, Drainage and
Traffic Stripe on West Main Street from Prichard Avenue to
Branch Avenue in Prichard. Length 3.438 mi.
COUNTIES : MOBILE
10:00 AM
(available days)
ST-049-999-009
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23011
HOSEA O. WEAVER & SONS, INC.
$
1,050,226.75 100.0000%
2
18074
ROADS, INC. OF NWF
$
1,081,443.10 102.9723%
3
13008
MOBILE ASPHALT COMPANY, LLC
$
1,124,631.10 107.0846%
DATE : 04/07/10
PAGE : 021 -2
TABULATION OF BIDS
CALL ORDER
: 021
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2 ) 18074
|(
3 ) 13008
|HOSEA O. WEAVER & SONS, INC |ROADS, INC. OF NWF
|MOBILE ASPHALT COMPANY, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206D001
156.000 LF |
3.15000
491.40|
6.00000
936.00|
3.00000
468.00
Removing Guardrail
|
|
|
0020 212A000
Machine Grading Shoulders
5.000
STA |
|
155.00000
775.00|
|
300.00000
1500.00|
|
230.00000
1150.00
2459.000
GAL |
|
3.05000
7499.95|
|
2.90000
7131.10|
|
5.20000
12786.80
0040 407B000
12.000
Pavement
MILE|
|
210.00000
2520.00|
|
210.00000
2520.00|
|
415.00000
4980.00
1.55000
127038.00
64.70000
410974.40
95.00000
19095.00
69.75000
139500.00
0030 405A000
Tack Coat
|
|
0050 408A052
81960.000 SQYD|
|
|
0.71000
0060 424A360
6352.000 TON |
|
|
71.25000
100.00000
|
0080 424A366
2000.000 TON |
|
|
|
0.95000
|
|
0070 424A363
201.000 TON |
|
Surface Layer, Patching, 1/2" Maximum
|
58191.60|
|
|
68.85000
452580.00|
|
77862.00|
|
|
67.30000
427489.60|
|
|
|
|
|
20100.00|
|
85.00000
17085.00|
|
|
|
|
|
137700.00|
|
67.00000
134000.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 021 -3
TABULATION OF BIDS
CALL ORDER
: 021
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 18074
|(
3 ) 13008
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 534E001
9200.000 LF |
4.10000
37720.00|
9.10000
83720.00|
5.30000
48760.00
|
|
|
|
|
|
0100 600A000
Mobilization
LUMP|
|
32719.00000
32719.00|
|
56000.00000
56000.00|
|
111500.00000
111500.00
0110 618A000
277.000
SQYD|
|
175.00000
48475.00|
|
55.00000
15235.00|
|
88.00000
24376.00
0120 621C008
Inlets, Type E
2.000
EACH|
|
5265.00000
10530.00|
|
4100.00000
8200.00|
|
6340.00000
12680.00
0130 621C100
Inlets, Type PR
2.000
EACH|
|
5100.00000
10200.00|
|
6100.00000
12200.00|
|
4830.00000
9660.00
71.000
EACH|
|
465.00000
33015.00|
|
400.00000
28400.00|
|
195.00000
13845.00
18.65000
746.00|
|
65.00000
2600.00|
|
27.00000
1080.00
0140 622A000
Manhole Covers Reset
0150 623C003
40.000
(Modified)
LF
|
|
|
0160 630A001
100.000 LF
|
|
|
|
16.75000
1675.00|
|
24.50000
2450.00|
|
17.00000
1700.00
0170 630C050
4.000 EACH|
|
1800.00000
7200.00|
|
2450.00000
9800.00|
|
1760.00000
7040.00
0180 641S500
Valve Box Reset
71.000
EACH|
|
355.00000
25205.00|
|
350.00000
24850.00|
|
100.00000
7100.00
0190 654A001
750.000
SQYD|
|
4.20000
3150.00|
|
5.00000
3750.00|
|
4.25000
3187.50
0200 665J002
Silt Fence
800.000
LF
3.75000
3000.00|
|
2.50000
2000.00|
|
3.00000
2400.00
|
|
DATE : 04/07/10
PAGE : 021 -4
TABULATION OF BIDS
CALL ORDER
: 021
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 18074
|(
3 ) 13008
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0210 665O001
800.000 LF |
0.90000
720.00|
0.50000
400.00|
1.00000
800.00
Silt Fence Removal
|
|
|
0220 665Q002
Wattle
|
|
3.65000
1095.00|
|
5.50000
1650.00|
|
8.00000
2400.00
ACRE|
|
52.25000
52.25|
|
35.00000
35.00|
|
115.00000
115.00
LUMP|
|
2520.00000
2520.00|
|
500.00000
500.00|
|
6250.00000
6250.00
0250 698A000
LUMP|
to $ 59,000.00)
|
0.00000
0.00|
|
10.00000
10.00|
|
0.00000
0.00
0260 701A227
8.000 MILE|
|
Stripe (5" Wide)
|
3020.00000
2940.00000
23520.00
0270 701A230
7.000 MILE|
|
Stripe (5" Wide)
|
3020.00000
2940.00000
20580.00
0280 701A244
5.000 MILE|
Stripe (5" Wide)
|
1645.00000
1600.00000
8000.00
1.60000
1142.40
770.00000
3850.00
0230 666A001
0240 680A000
300.000
1.000
LF
0290 701B207
714.000 LF
(5" Wide)
|
|
|
3150.00000
|
21140.00|
|
8225.00|
|
3150.00000
1178.10|
|
1650.00000
3950.00|
|
8250.00|
|
|
2.20000
|
790.00000
22050.00|
|
|
|
1.65000
25200.00|
|
|
|
|
0300 701C002
5.000 MILE|
24160.00|
|
|
1570.80|
|
|
810.00000
4050.00|
|
DATE : 04/07/10
PAGE : 021 -5
TABULATION OF BIDS
CALL ORDER
: 021
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 18074
|(
3 ) 13008
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0310 701C003
34.000 MILE|
825.00000
28050.00|
860.00000
29240.00|
800.00000
27200.00
|
|
0320 701F001
714.000 LF |
Dotted Temporary Traffic Stripe (Paint) |
0.55000
392.70|
|
1.95000
1392.30|
|
0.55000
392.70
0330 703A002
6265.000 SQFT|
A
|
3.85000
24120.25|
|
2.78000
17416.70|
|
3.75000
23493.75
0340 703B002
476.000 SQFT|
4.40000
2094.40|
|
5.25000
2499.00|
|
4.30000
2046.80
0350 703D002
6265.000
(Paint)
0.85000
5325.25|
|
1.98000
12404.70|
|
0.80000
5012.00
1.00000
274.00
SQFT|
|
|
|
0360 703E002
274.000
(Paint)
SQFT|
|
|
|
1.10000
|
301.40|
|
|
2.10000
|
575.40|
|
|
0370 705A030
46.000 EACH|
|
5.50000
253.00|
|
4.50000
207.00|
|
5.40000
248.40
0380 705A032
50.000 EACH|
|
5.50000
275.00|
|
4.50000
225.00|
|
5.40000
270.00
0390 705A037
729.000 EACH|
|
5.50000
4009.50|
|
4.50000
3280.50|
|
5.40000
3936.60
0400 705A038
25.000 EACH|
|
5.50000
137.50|
|
4.50000
112.50|
|
5.40000
135.00
0410 730H001
Loop Wire
2.75000
9825.75|
|
2.90000
10361.70|
|
2.75000
9825.75
3573.000
LF
|
|
DATE : 04/07/10
PAGE : 021 -6
TABULATION OF BIDS
CALL ORDER
: 021
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 18074
|(
3 ) 13008
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 730I001
68.000 LF |
1.65000
112.20|
2.30000
156.40|
2.00000
136.00
|
|
|
0430 740B000
Construction Signs
1242.000
SQFT|
|
8.50000
10557.00|
|
10.60000
13165.20|
|
10.50000
13041.00
SQFT|
|
8.50000
272.00|
|
10.85000
347.20|
|
10.50000
336.00
0450 740C002
10.000 SQFT|
|
Plaque)
|
8.50000
85.00|
|
14.00000
140.00|
|
10.50000
105.00
0440 740C000
0460 740D000
Channelizing Drums
32.000
|
|
50.000
EACH|
|
54.65000
2732.50|
|
49.50000
2475.00|
|
40.00000
2000.00
0470 740E000
200.000
EACH|
|
14.50000
2900.00|
|
10.50000
2100.00|
|
18.00000
3600.00
0480 740M001
Ballast For Cone
200.000
EACH|
|
8.50000
1700.00|
|
5.50000
1100.00|
|
8.00000
1600.00
0490 741C010
2.000 EACH|
|
Sign Unit
|
275.00000
550.00|
|
1400.00000
2800.00|
|
2500.00000
5000.00
|
|
SECTION TOTALS
|
$ 1,050,226.75|
$ 1,081,443.10|
$ 1,124,631.10
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,050,226.75|
$ 1,081,443.10|
$ 1,124,631.10
====================================================================================================================================
DATE : 04/07/10
PAGE : 022 -1
VENDOR RANKING
CALL ORDER
: 022
10:00 AM
DIVISION
: 09
CONTRACT TIME :
35
Working Days
on
Viaduct Road east of Chickasaw at various locations as
indicated by the plans. Length 1.124 mi.
COUNTIES : MOBILE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
18074
ROADS, INC. OF NWF
$
375,776.60 100.0000%
2
23011
$
378,878.75 100.8255%
3
13008
$
403,872.57 107.4768%
4
23007
$
445,328.41 118.5088%
5
01071
$
457,711.10 121.8040%
DATE : 04/07/10
PAGE : 022 -2
TABULATION OF BIDS
CALL ORDER
: 022
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 18074
|(
2 ) 23011
|(
3 ) 13008
|ROADS, INC. OF NWF
|HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C010
14.000 SQYD|
31.00000
434.00|
125.00000
1750.00|
14.70000
205.80
|
|
|
0020 212A000
STA |
|
50.00000
4600.00|
|
45.00000
4140.00|
|
40.00000
3680.00
0030 301A020
870.000 SQYD|
|
21.00000
18270.00|
|
15.85000
13789.50|
|
22.50000
19575.00
0040 405A000
Tack Coat
92.000
|
|
1050.000
GAL |
|
3.10000
3255.00|
|
3.20000
3360.00|
|
5.00000
5250.00
0050 407B000
2.000
Pavement
MILE|
|
265.00000
530.00|
|
240.00000
480.00|
|
425.00000
850.00
3.00000
37290.00
64.00000
126080.00
61.25000
88812.50
|
|
0060 408A052
12430.000 SQYD|
|
|
1.50000
0070 424A361
1970.000 TON |
|
|
66.50000
|
1.00000
|
|
0080 424B650
1450.000 TON |
|
|
18645.00|
|
|
66.50000
131005.00|
|
12430.00|
|
|
66.00000
130020.00|
|
|
|
|
|
96425.00|
|
66.00000
95700.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 022 -3
TABULATION OF BIDS
CALL ORDER
: 022
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 18074
|(
2
) 23011
|(
3 ) 13008
|ROADS, INC. OF NWF
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 424B658
100.000 TON |
75.00000
7500.00|
115.00000
11500.00|
75.00000
7500.00
|
|
|
|
|
|
|
0100 424B685
25.000 TON |
|
|
|
85.00000
|
0110 424B692
150.000 TON |
|
|
85.00000
|
0120 430B043
200.000 TON |
|
Run)
|
0130 600A000
Mobilization
45.00000
2125.00|
|
|
195.00000
4875.00|
|
|
|
|
|
12750.00|
|
91.65000
13747.50|
|
|
|
|
|
9000.00|
|
31.75000
|
6350.00|
|
100.00000
2500.00
73.15000
10972.50
43.25000
8650.00
|
LUMP|
|
14000.00000
14000.00|
|
16300.00000
16300.00|
|
40000.00000
40000.00
0140 650A000
Topsoil
807.000
CUYD|
|
11.50000
9280.50|
|
16.65000
13436.55|
|
0.01000
8.07
0150 652A100
Seeding
2.000
ACRE|
|
600.00000
1200.00|
|
800.00000
1600.00|
|
840.00000
1680.00
0160 652C000
Mowing
2.000
ACRE|
|
150.00000
300.00|
|
100.00000
200.00|
|
110.00000
220.00
200.000
SQYD|
|
5.00000
1000.00|
|
5.00000
1000.00|
|
4.25000
850.00
0170 654A001
DATE : 04/07/10
PAGE : 022 -4
TABULATION OF BIDS
CALL ORDER
: 022
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 18074
|(
2
) 23011
|(
3 ) 13008
|ROADS, INC. OF NWF
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 656A010
2.000 ACRE|
600.00000
1200.00|
800.00000
1600.00|
505.00000
1010.00
Mulching
|
|
|
0190 659A025
200.000 SQYD|
|
(1A)
|
3.52000
704.00|
|
2.65000
|
530.00|
|
3.00000
600.00
|
0200 665A000
Temporary Seeding
2.000
ACRE|
|
500.00000
1000.00|
|
600.00000
1200.00|
|
435.00000
870.00
0210 665B000
Temporary Mulching
2.000
ACRE|
|
500.00000
1000.00|
|
600.00000
1200.00|
|
375.00000
750.00
0220 665F000
Hay Bales
50.000
EACH|
|
9.25000
462.50|
|
6.95000
347.50|
|
8.65000
432.50
0230 665J002
Silt Fence
4000.000
LF
|
|
2.00000
8000.00|
|
2.75000
11000.00|
|
3.00000
12000.00
0240 665O001
Silt Fence Removal
4000.000
LF
|
|
0.50000
2000.00|
|
0.80000
3200.00|
|
0.50000
2000.00
0250 698A000
LUMP|
to $ 20,100.00)
|
10.00000
10.00|
|
0.00000
0.00|
|
0.00000
0.00
0260 701A227
3.000 MILE|
|
Stripe (5" Wide)
|
3200.00000
3330.00000
9990.00
0270 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3200.00000
3330.00000
6660.00
0280 701A244
1.000 MILE|
Stripe (5" Wide)
|
1900.00000
2775.00000
2775.00
|
9600.00|
|
|
3100.00000
|
6400.00|
|
|
3100.00000
|
1900.00|
|
|
9300.00|
|
6200.00|
|
|
1700.00000
1700.00|
|
|
DATE : 04/07/10
PAGE : 022 -5
TABULATION OF BIDS
CALL ORDER
: 022
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 18074
|(
2
) 23011
|(
3 ) 13008
|ROADS, INC. OF NWF
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 701C000
2.000 MILE|
900.00000
1800.00|
800.00000
1600.00|
890.00000
1780.00
|
|
|
0300 701C001
5.000
MILE|
|
880.00000
4400.00|
|
850.00000
4250.00|
|
890.00000
4450.00
0310 703A002
255.000 SQFT|
A
|
3.75000
956.25|
|
3.50000
892.50|
|
5.60000
1428.00
0320 703B002
26.000 SQFT|
6.10000
158.60|
|
5.10000
132.60|
|
5.60000
145.60
0330 703D001
255.000
SQFT|
|
2.75000
701.25|
|
2.50000
637.50|
|
2.25000
573.75
0340 705A032
7.000 EACH|
|
15.00000
105.00|
|
10.00000
70.00|
|
6.15000
43.05
0350 705A037
72.000 EACH|
|
12.00000
864.00|
|
10.00000
720.00|
|
6.15000
442.80
0360 740B000
Construction Signs
|
|
195.000
SQFT|
|
8.50000
1657.50|
|
7.10000
1384.50|
|
8.00000
1560.00
27.000
SQFT|
|
9.00000
243.00|
|
7.10000
191.70|
|
8.00000
216.00
0380 740C002
9.000 SQFT|
|
Plaque)
|
15.00000
135.00|
|
7.10000
63.90|
|
8.00000
72.00
0390 740D000
Channelizing Drums
30.000
EACH|
|
49.50000
1485.00|
|
41.50000
1245.00|
|
40.00000
1200.00
0400 740E000
50.000
EACH|
|
10.00000
500.00|
|
9.45000
472.50|
|
10.00000
500.00
0370 740C000
|
|
DATE : 04/07/10
PAGE : 022 -6
TABULATION OF BIDS
CALL ORDER
: 022
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 18074
|(
2
) 23011
|(
3 ) 13008
|ROADS, INC. OF NWF
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0410 740M001
50.000 EACH|
3.50000
175.00|
5.25000
262.50|
5.00000
250.00
Ballast For Cone
|
|
|
SECTION TOTALS
|
$
375,776.60|
$
378,878.75|
$
403,872.57
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
375,776.60|
$
378,878.75|
$
403,872.57
====================================================================================================================================
DATE : 04/07/10
PAGE : 022 -7
TABULATION OF BIDS
CALL ORDER
: 022
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
5
) 01071
|(
)
|M. C. WILLIAMS CONTRACTING |ASPHALT SERVICES, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C010
14.000 SQYD|
13.23000
185.22|
10.00000
140.00|
|
|
|
0020 212A000
STA |
|
37.22000
3424.24|
|
250.00000
23000.00|
|
0030 301A020
870.000 SQYD|
|
20.26000
17626.20|
|
16.73000
14555.10|
|
0040 405A000
Tack Coat
92.000
|
|
1050.000
GAL |
|
4.48000
4704.00|
|
4.00000
4200.00|
|
0050 407B000
2.000
Pavement
MILE|
|
380.77000
761.54|
|
3000.00000
6000.00|
|
|
|
0060 408A052
12430.000 SQYD|
|
|
3.56000
0070 424A361
1970.000 TON |
|
|
73.47000
|
1.00000
|
|
0080 424B650
1450.000 TON |
|
|
44250.80|
|
|
70.99000
144735.90|
|
12430.00|
|
|
80.00000
157600.00|
|
|
|
|
|
102935.50|
|
80.00000
116000.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 022 -8
TABULATION OF BIDS
CALL ORDER
: 022
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
5
) 01071
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 424B658
100.000 TON |
80.30000
8030.00|
80.00000
8000.00|
|
|
|
|
|
|
|
0100 424B685
25.000 TON |
|
|
|
112.96000
|
0110 424B692
150.000 TON |
|
|
82.79000
|
0120 430B043
200.000 TON |
|
Run)
|
0130 600A000
Mobilization
38.97000
2824.00|
|
|
80.00000
2000.00|
|
|
|
|
|
12418.50|
|
80.00000
12000.00|
|
|
|
|
|
7794.00|
|
28.00000
|
5600.00|
|
|
LUMP|
|
44410.80000
44410.80|
|
13500.00000
13500.00|
|
0140 650A000
Topsoil
807.000
CUYD|
|
0.01000
8.07|
|
14.00000
11298.00|
|
0150 652A100
Seeding
2.000
ACRE|
|
756.23000
1512.46|
|
1800.00000
3600.00|
|
0160 652C000
Mowing
2.000
ACRE|
|
99.04000
198.08|
|
750.00000
1500.00|
|
200.000
SQYD|
|
3.82000
764.00|
|
6.00000
1200.00|
|
0170 654A001
DATE : 04/07/10
PAGE : 022 -9
TABULATION OF BIDS
CALL ORDER
: 022
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
5
) 01071
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 656A010
2.000 ACRE|
455.43000
910.86|
1200.00000
2400.00|
Mulching
|
|
|
0190 659A025
200.000 SQYD|
|
(1A)
|
2.73000
546.00|
|
4.00000
|
800.00|
|
|
0200 665A000
Temporary Seeding
2.000
ACRE|
|
389.99000
779.98|
|
800.00000
1600.00|
|
0210 665B000
Temporary Mulching
2.000
ACRE|
|
337.54000
675.08|
|
800.00000
1600.00|
|
0220 665F000
Hay Bales
50.000
EACH|
|
7.78000
389.00|
|
8.00000
400.00|
|
0230 665J002
Silt Fence
4000.000
LF
|
|
2.68000
10720.00|
|
4.00000
16000.00|
|
0240 665O001
Silt Fence Removal
4000.000
LF
|
|
0.44000
1760.00|
|
2.00000
8000.00|
|
0250 698A000
LUMP|
to $ 20,100.00)
|
1.05000
1.05|
|
0.00000
0.00|
|
0260 701A227
3.000 MILE|
|
Stripe (5" Wide)
|
3150.00000
0270 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3150.00000
0280 701A244
1.000 MILE|
Stripe (5" Wide)
|
2625.00000
|
9450.00|
|
|
3400.00000
|
6300.00|
|
|
3400.00000
|
2625.00|
|
|
10200.00|
|
6800.00|
|
|
2000.00000
2000.00|
|
|
DATE : 04/07/10
PAGE : 022 -10
TABULATION OF BIDS
CALL ORDER
: 022
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
5
) 01071
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 701C000
2.000 MILE|
840.00000
1680.00|
800.00000
1600.00|
|
|
|
0300 701C001
5.000
MILE|
|
840.00000
4200.00|
|
875.00000
4375.00|
|
0310 703A002
255.000 SQFT|
A
|
5.25000
1338.75|
|
5.00000
1275.00|
|
0320 703B002
26.000 SQFT|
5.25000
136.50|
|
3.00000
78.00|
|
0330 703D001
255.000
SQFT|
|
2.10000
535.50|
|
6.00000
1530.00|
|
0340 705A032
7.000 EACH|
|
5.78000
40.46|
|
6.00000
42.00|
|
0350 705A037
72.000 EACH|
|
5.78000
416.16|
|
6.00000
432.00|
|
0360 740B000
Construction Signs
|
|
195.000
SQFT|
|
12.85000
2505.75|
|
8.00000
1560.00|
|
27.000
SQFT|
|
13.02000
351.54|
|
12.00000
324.00|
|
0380 740C002
9.000 SQFT|
|
Plaque)
|
20.73000
186.57|
|
8.00000
72.00|
|
0390 740D000
Channelizing Drums
30.000
EACH|
|
71.13000
2133.90|
|
50.00000
1500.00|
|
0400 740E000
50.000
EACH|
|
17.50000
875.00|
|
35.00000
1750.00|
|
0370 740C000
|
|
DATE : 04/07/10
PAGE : 022 -11
TABULATION OF BIDS
CALL ORDER
: 022
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
5
) 01071
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0410 740M001
50.000 EACH|
3.76000
188.00|
15.00000
750.00|
Ballast For Cone
|
|
|
SECTION TOTALS
|
$
445,328.41|
$
457,711.10|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
445,328.41|
$
457,711.10|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 023 -1
VENDOR RANKING
CALL ORDER
: 023
10:00 AM
DIVISION
: 09
CONTRACT TIME :
30
Working Days
for constructing the Resurfacing and Traffic Stripe on Baker
Road from I-65 to SR-13 (US-43) in Satsuma. Length 0.880
mi.
COUNTIES : MOBILE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
13008
$
185,820.30 100.0000%
2
18074
ROADS, INC. OF NWF
$
187,251.60 100.7703%
3
23011
$
188,351.70 101.3623%
4
23007
$
203,759.52 109.6541%
DATE : 04/07/10
PAGE : 023 -2
TABULATION OF BIDS
CALL ORDER
: 023
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 13008
|(
2 ) 18074
|(
3 ) 23011
|MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF
|HOSEA O. WEAVER & SONS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
811.000 GAL |
5.15000
4176.65|
3.25000
2635.75|
3.20000
2595.20
Tack Coat
|
|
|
0020 407B000
1.000
Pavement
MILE|
|
420.00000
|
0030 424A361
932.000 TON |
|
|
350.00000
|
65.70000
|
0040 424A367
940.000 TON |
|
|
420.00|
|
60.85000
|
61232.40|
|
350.00|
|
240.00
71.15000
66311.80
70.00000
65800.00
|
66.00000
61512.00|
|
|
|
|
|
57199.00|
|
240.00000
66.00000
62040.00|
|
|
|
|
|
0050 600A000
Mobilization
LUMP|
|
28100.00000
28100.00|
|
13000.00000
13000.00|
|
7075.00000
7075.00
0060 622A002
5.000
EACH|
|
445.00000
2225.00|
|
600.00000
3000.00|
|
250.00000
1250.00
0070 641S500
Valve Box Reset
20.000
EACH|
|
205.00000
4100.00|
|
425.00000
8500.00|
|
200.00000
4000.00
0080 650A000
Topsoil
700.000
CUYD|
|
0.01000
7.00|
|
11.50000
8050.00|
|
16.65000
11655.00
0090 652A100
Seeding
2.000
ACRE|
|
835.00000
1670.00|
|
600.00000
1200.00|
|
1175.00000
2350.00
DATE : 04/07/10
PAGE : 023 -3
TABULATION OF BIDS
CALL ORDER
: 023
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 13008
|(
2
) 18074
|(
3 ) 23011
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 656A010
2.000 ACRE|
370.00000
740.00|
600.00000
1200.00|
1175.00000
2350.00
Mulching
|
|
|
0110 680A000
LUMP|
|
1735.00000
1735.00|
|
500.00000
500.00|
|
2650.00000
2650.00
0120 698A000
LUMP|
to $ 8,700.00)
|
0.00000
0.00|
|
10.00000
10.00|
|
0.00000
0.00
0130 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3300.00000
3100.00000
6200.00
0140 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3300.00000
3100.00000
6200.00
0150 701C001
2.000
|
6600.00|
|
|
3300.00000
|
6600.00|
|
6600.00|
|
|
3300.00000
|
6600.00|
|
|
MILE|
|
880.00000
1760.00|
|
1800.00000
3600.00|
|
1700.00000
3400.00
0160 703A002
160.000 SQFT|
A
|
5.50000
880.00|
|
3.75000
600.00|
|
3.50000
560.00
0170 703B002
227.000 SQFT|
5.50000
1248.50|
|
4.75000
1078.25|
|
4.25000
964.75
0180 703D001
160.000
SQFT|
|
2.25000
360.00|
|
2.25000
360.00|
|
1.95000
312.00
0190 703E001
227.000
SQFT|
|
2.25000
510.75|
|
2.30000
522.10|
|
2.10000
476.70
0200 740B000
Construction Signs
SQFT|
|
8.00000
2256.00|
|
8.00000
2256.00|
|
8.75000
2467.50
282.000
|
|
DATE : 04/07/10
PAGE : 023 -4
TABULATION OF BIDS
CALL ORDER
: 023
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 13008
|(
2
) 18074
|(
3 ) 23011
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0210 740D000
25.000 EACH|
40.00000
1000.00|
49.50000
1237.50|
43.75000
1093.75
Channelizing Drums
|
|
|
0220 740E000
200.000
EACH|
|
10.00000
2000.00|
|
8.50000
1700.00|
|
1.00000
200.00
0230 740M001
Ballast For Cone
200.000
EACH|
|
5.00000
1000.00|
|
3.50000
700.00|
|
1.00000
200.00
SECTION TOTALS
|
$
185,820.30|
$
187,251.60|
$
188,351.70
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
185,820.30|
$
187,251.60|
$
188,351.70
====================================================================================================================================
DATE : 04/07/10
PAGE : 023 -5
TABULATION OF BIDS
CALL ORDER
: 023
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
)
|(
)
|M. C. WILLIAMS CONTRACTING |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
811.000 GAL |
4.66000
3779.26|
|
Tack Coat
|
|
|
0020 407B000
1.000
Pavement
MILE|
|
380.76000
|
0030 424A361
932.000 TON |
|
|
73.78000
|
0040 424A367
940.000 TON |
|
|
69.36000
|
380.76|
|
|
|
|
|
68762.96|
|
|
|
|
|
|
|
65198.40|
|
|
|
|
|
|
|
0050 600A000
Mobilization
LUMP|
|
29295.00000
29295.00|
|
|
|
0060 622A002
5.000
EACH|
|
403.06000
2015.30|
|
|
|
0070 641S500
Valve Box Reset
20.000
EACH|
|
185.04000
3700.80|
|
|
|
0080 650A000
Topsoil
700.000
CUYD|
|
0.01000
7.00|
|
|
|
0090 652A100
Seeding
2.000
ACRE|
|
756.23000
1512.46|
|
|
|
DATE : 04/07/10
PAGE : 023 -6
TABULATION OF BIDS
CALL ORDER
: 023
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 656A010
2.000 ACRE|
337.54000
675.08|
|
Mulching
|
|
|
0110 680A000
LUMP|
|
1575.00000
1575.00|
|
|
|
0120 698A000
LUMP|
to $ 8,700.00)
|
1.05000
1.05|
|
|
|
|
|
0130 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3150.00000
6300.00|
|
|
|
|
|
0140 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3150.00000
6300.00|
|
|
|
|
|
0150 701C001
2.000
MILE|
|
924.00000
1848.00|
|
|
|
0160 703A002
160.000 SQFT|
A
|
5.25000
840.00|
|
|
|
|
|
0170 703B002
227.000 SQFT|
5.25000
1191.75|
|
|
|
0180 703D001
160.000
SQFT|
|
2.10000
336.00|
|
|
|
0190 703E001
227.000
SQFT|
|
2.10000
476.70|
|
|
|
0200 740B000
Construction Signs
SQFT|
|
12.75000
3595.50|
|
|
|
282.000
DATE : 04/07/10
PAGE : 023 -7
TABULATION OF BIDS
CALL ORDER
: 023
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
4 ) 23007
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0210 740D000
25.000 EACH|
71.62000
1790.50|
|
Channelizing Drums
|
|
|
0220 740E000
200.000
EACH|
|
16.76000
3352.00|
|
|
|
0230 740M001
Ballast For Cone
200.000
EACH|
|
4.13000
826.00|
|
|
|
SECTION TOTALS
|
$
203,759.52|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
203,759.52|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 024 -1
VENDOR RANKING
CALL ORDER
: 024
10:00 AM
DIVISION
: 09
CONTRACT TIME :
45
Working Days
for constructing the Resurfacing, Drainage Extensions and
Traffic Stripe on CR-19 (Irvington-Bayou La Batre Highway)
from SR-188 to SR16 (US-90) at Irvington. Length 5.683 mi.
COUNTIES : MOBILE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23011
$
1,465,436.14 100.0000%
2
13008
$
1,527,709.96 104.2495%
3
01071
$
1,709,007.32 116.6211%
DATE : 04/07/10
PAGE : 024 -2
TABULATION OF BIDS
CALL ORDER
: 024
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2 ) 13008
|(
3 ) 01071
|HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |ASPHALT SERVICES, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201B001
7.000 ACRE|
4635.00000
32445.00|
1200.00000
8400.00|
2500.00000
17500.00
Selective Clearing
|
|
|
0020 206C010
259.000
SQYD|
|
26.45000
6850.55|
|
13.00000
3367.00|
|
10.00000
2590.00
0030 206D000
Removing Pipe
8.000
LF
|
|
15.75000
126.00|
|
16.00000
128.00|
|
10.00000
80.00
0040 206D001
Removing Guardrail
316.000
LF
|
|
3.00000
948.00|
|
3.00000
948.00|
|
20.00000
6320.00
0050 206E000
Removing Headwalls
4.000
EACH|
|
157.50000
630.00|
|
160.00000
640.00|
|
100.00000
400.00
0060 206E008
8.000 EACH|
250.00000
2000.00|
|
250.00000
2000.00|
|
300.00000
2400.00
17.30000
3114.00|
|
17.00000
3060.00|
|
8.00000
1440.00
0070 210D023
180.000
CUYD|
|
|
|
|
0080 214A000
16.000
CUYD|
|
45.00000
720.00|
|
17.00000
272.00|
|
8.00000
128.00
0090 214B000
16.000
CUYD|
|
73.00000
1168.00|
|
20.00000
320.00|
|
9.00000
144.00
5418.000
GAL |
|
3.25000
17608.50|
|
3.00000
16254.00|
|
4.00000
21672.00
0110 407B000
17.000
Pavement
MILE|
|
175.00000
2975.00|
|
151.00000
2567.00|
|
3000.00000
51000.00
0100 405A000
Tack Coat
|
|
|
DATE : 04/07/10
PAGE : 024 -3
TABULATION OF BIDS
CALL ORDER
: 024
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 13008
|(
3 ) 01071
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 408A052
4076.000 SQYD|
3.10000
12635.60|
3.00000
12228.00|
1.00000
4076.00
|
|
|
|
|
|
0130 424A360
6150.000 TON |
|
|
|
0140 424A367
7724.000 TON |
|
|
68.20000
|
0150 424B655
85.000 TON |
|
|
120.00000
|
0160 424B662
1050.000 TON |
|
|
80.95000
|
0170 428C000
59636.000 LF
Cutting
0180 530A100
32.000
(Extension)
72.45000
|
|
0.09000
|
LF
|
|
|
445567.50|
|
72.00000
|
|
|
|
526776.80|
|
69.00000
532956.00|
|
|
|
|
|
10200.00|
|
104.00000
8840.00|
|
|
|
|
|
84997.50|
|
77.00000
80850.00|
|
|
|
|
|
5367.24|
|
0.11000
|
37.80000
442800.00|
|
1209.60|
|
|
6559.96|
|
80.00000
492000.00
80.00000
617920.00
80.00000
6800.00
80.00000
84000.00
0.12000
7156.32
28.00000
896.00
|
40.00000
1280.00|
|
|
DATE : 04/07/10
PAGE : 024 -4
TABULATION OF BIDS
CALL ORDER
: 024
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 13008
|(
3 ) 01071
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 530A102
12.000 LF |
59.85000
718.20|
60.00000
720.00|
36.00000
432.00
|
|
|
(Extension)
|
|
|
0200 530B003
24.000 LF
3 R.C.)
|
|
82.95000
|
0210 600A000
Mobilization
1990.80|
|
85.00000
|
2040.00|
|
45.00000
1080.00
|
LUMP|
|
52485.00000
52485.00|
|
132000.00000
132000.00|
|
55000.00000
55000.00
0220 619A003
1.000 EACH|
630.00000
630.00|
|
645.00000
645.00|
|
350.00000
350.00
0230 619A100
2.000
Class 1
577.50000
1155.00|
|
590.00000
1180.00|
|
300.00000
600.00
350.00000
350.00
EACH|
|
|
0240 619B143
1.000 EACH|
36" Span, 23" Rise Side Drain Pipe End |
Treatment, Class 2
|
0250 620A000
|
1627.50000
1627.50|
|
|
1665.00000
|
1665.00|
|
|
2.000
CUYD|
|
997.50000
1995.00|
|
1020.00000
2040.00|
|
500.00000
1000.00
0260 621A019
1.000
EACH|
|
2073.75000
2073.75|
|
2125.00000
2125.00|
|
1800.00000
1800.00
0270 622A001
1.000
Manhole Covers Reset (Storm)
EACH|
|
603.75000
603.75|
|
600.00000
600.00|
|
250.00000
250.00
|
|
16.00000
3328.00|
|
21.00000
4368.00|
|
18.00000
3744.00
0290 630C050
12.000 EACH|
|
1725.00000
20700.00|
|
1875.00000
22500.00|
|
2070.00000
24840.00
0280 630A001
208.000 LF
DATE : 04/07/10
PAGE : 024 -5
TABULATION OF BIDS
CALL ORDER
: 024
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 13008
|(
3 ) 01071
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 641S500
9.000 EACH|
485.55000
4369.95|
600.00000
5400.00|
150.00000
1350.00
Valve Box Reset
|
|
|
0310 650A000
Topsoil
4350.000
CUYD|
|
15.45000
67207.50|
|
13.00000
56550.00|
|
14.00000
60900.00
0320 652A100
Seeding
21.000
ACRE|
|
630.00000
13230.00|
|
715.00000
15015.00|
|
1500.00000
31500.00
0330 652C000
Mowing
21.000
ACRE|
|
105.00000
2205.00|
|
150.00000
3150.00|
|
750.00000
15750.00
0340 656A010
Mulching
21.000
ACRE|
|
630.00000
13230.00|
|
715.00000
15015.00|
|
1500.00000
31500.00
0350 665J002
Silt Fence
1140.000
LF
|
|
2.85000
3249.00|
|
4.00000
4560.00|
|
4.00000
4560.00
0360 665O001
Silt Fence Removal
1140.000
LF
|
|
0.80000
912.00|
|
2.00000
2280.00|
|
2.00000
2280.00
180.000
LF
|
|
6.00000
1080.00|
|
9.00000
1620.00|
|
8.00000
1440.00
LUMP|
|
3300.00000
3300.00|
|
7500.00000
7500.00|
|
3500.00000
3500.00
0390 698A000
LUMP|
to $ 61,200.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
0.00000
0.00
0400 701A227
12.000 MILE|
|
Stripe (5" Wide)
|
2890.00000
3400.00000
40800.00
0410 701A230
9.000 MILE|
|
Stripe (5" Wide)
|
2890.00000
3400.00000
30600.00
0370 665Q002
Wattle
0380 680A000
|
34680.00|
|
|
2960.00000
|
26010.00|
|
|
35520.00|
|
|
2960.00000
26640.00|
|
|
DATE : 04/07/10
PAGE : 024 -6
TABULATION OF BIDS
CALL ORDER
: 024
DIVISION
: 09
10:00 AM
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 13008
|(
3 ) 01071
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 701A244
3.000 MILE|
1575.00000
4725.00|
1615.00000
4845.00|
2000.00000
6000.00
|
|
Stripe (5" Wide)
|
|
|
0430 701B207
365.000 LF
(5" Wide)
|
|
2.10000
|
766.50|
|
2.00000
|
730.00|
|
5.00000
1825.00
|
0440 701C002
6.000 MILE|
790.00000
4740.00|
|
800.00000
4800.00|
|
800.00000
4800.00
0450 701C003
18.000 MILE|
820.00000
14760.00|
|
840.00000
15120.00|
|
875.00000
15750.00
0460 701D008
1.000 MILE|
Solid Traffic Stripe Removed (Plastic) |
2100.00000
2100.00|
|
2150.00000
2150.00|
|
3500.00000
3500.00
5.25000
630.00|
|
5.00000
600.00|
|
6.00000
720.00
5.00000
600.00
11.00000
9779.00
0470 701G146
120.000 LF
Stripe (5"Wide)
|
|
|
0480 701G154
120.000 LF
Stripe (5" Wide)
|
|
|
5.25000
|
630.00|
|
|
5.00000
|
|
0490 703A002
889.000 SQFT|
A
|
3.70000
0500 703B002
68.000 SQFT|
4.40000
299.20|
|
5.00000
340.00|
|
5.00000
340.00
0510 703D002
667.000
(Paint)
1.05000
700.35|
|
1.00000
667.00|
|
3.00000
2001.00
SQFT|
|
|
3289.30|
|
600.00|
|
4.00000
|
|
3556.00|
|
|
|
DATE : 04/07/10
PAGE : 024 -7
TABULATION OF BIDS
CALL ORDER
: 024
10:00 AM
DIVISION
: 09
COUNTIES : MOBILE
====================================================================================================================================
|(
1 ) 23011
|(
2
) 13008
|(
3 ) 01071
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0520 705A030
185.000 EACH|
5.25000
971.25|
6.00000
1110.00|
6.00000
1110.00
|
|
|
0530 705A032
130.000 EACH|
|
5.25000
682.50|
|
6.00000
780.00|
|
6.00000
780.00
0540 705A037
870.000 EACH|
|
5.25000
4567.50|
|
6.00000
5220.00|
|
6.00000
5220.00
0550 705A038
180.000 EACH|
|
5.25000
945.00|
|
6.00000
1080.00|
|
6.00000
1080.00
0560 740B000
Construction Signs
1238.000
SQFT|
|
7.10000
8789.80|
|
8.00000
9904.00|
|
8.00000
9904.00
0570 740D000
Channelizing Drums
200.000
EACH|
|
13.00000
2600.00|
|
45.00000
9000.00|
|
50.00000
10000.00
0580 740E000
100.000
EACH|
|
13.00000
1300.00|
|
1.00000
100.00|
|
35.00000
3500.00
0590 740I005
3.000 EACH|
240.00000
720.00|
|
135.00000
405.00|
|
150.00000
450.00
1.00000
100.00|
|
1.00000
100.00|
|
15.00000
1500.00
0600 740M001
Ballast For Cone
100.000
EACH|
|
SECTION TOTALS
|
$ 1,465,436.14|
$ 1,527,709.96|
$ 1,709,007.32
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,465,436.14|
$ 1,527,709.96|
$ 1,709,007.32
====================================================================================================================================
DATE : 04/07/10
PAGE : 026 -1
VENDOR RANKING
CALL ORDER
: 026
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
for constructing the Resurfacing and Traffic Stripe on CR-73
(High Point Road) from CR-131 to CR-152 west of Albertville.
Length 0.767 mi.
COUNTIES : MARSHALL
(available days)
PROJECT(S) : STMNU-4803(201)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23009
WHITAKER CONTRACTING CORPORATION
$
170,881.00 100.0000%
2
10011
JACKSON PAVING & CONSTRUCTION, INC.
$
172,513.40 100.9553%
DATE : 04/07/10
PAGE : 026 -2
TABULATION OF BIDS
CALL ORDER
: 026
DIVISION
: 01
10:00 AM
COUNTIES : MARSHALL
====================================================================================================================================
|(
1 ) 23009
|(
2 ) 10011
|(
)
|WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B100
9000.000 SQYD|
2.44000
21960.00|
2.44000
21960.00|
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
270.000
GAL |
|
2.00000
540.00|
|
3.46000
934.20|
|
0030 424A341
818.000 TON |
|
Size Mix, ESAL Range A/B
|
60.00000
49080.00|
|
65.10000
53251.80|
|
|
0040 424B643
743.000 TON |
|
Aggregate Size Mix, ESAL Range A/B
|
|
0050 424C344
150.000 TON |
|
Layer, Patching, 1" Maximum Aggregate
|
75.00000
|
0060 430B043
368.000 TON |
|
Run)
|
0070 600A000
Mobilization
57.00000
LUMP|
|
25.00000
|
|
|
|
42351.00|
|
60.65000
|
|
|
|
11250.00|
|
86.20000
12930.00|
|
|
|
|
|
9200.00|
|
26.00000
|
20200.00000
45062.95|
|
20200.00|
|
9568.00|
|
|
4710.00000
4710.00|
|
DATE : 04/07/10
PAGE : 026 -3
TABULATION OF BIDS
CALL ORDER
: 026
DIVISION
: 01
10:00 AM
COUNTIES : MARSHALL
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 698A000
LUMP|
0.00000
0.00|
2655.00000
2655.00|
|
|
to $ 9,000.00)
|
|
|
0090 701A030
2.000 MILE|
Solid White, Class 2T, Type A Traffic
|
Stripe
|
1450.00000
0100 701A034
2.000 MILE|
Solid Yellow, Class 2T, Type A Traffic |
Stripe
|
1450.00000
0110 701A044
1.000 MILE|
Broken Yellow, Class 2T, Type A Traffic |
Stripe
|
850.00000
0120 701C000
1.000
MILE|
|
875.00000
875.00|
|
875.00000
875.00|
|
0130 701C001
4.000
MILE|
|
900.00000
3600.00|
|
900.00000
3600.00|
|
0140 703A002
140.000 SQFT|
A
|
5.00000
700.00|
|
5.00000
700.00|
|
0150 703B002
168.000 SQFT|
5.00000
840.00|
|
5.00000
840.00|
|
0160 703D002
140.000
(Paint)
2.50000
350.00|
|
2.50000
350.00|
|
SQFT|
|
|
2900.00|
|
1450.00000
|
2900.00|
|
|
1450.00000
|
850.00|
|
2900.00|
|
|
850.00000
|
850.00|
|
|
|
|
2900.00|
|
|
|
DATE : 04/07/10
PAGE : 026 -4
TABULATION OF BIDS
CALL ORDER
: 026
10:00 AM
DIVISION
: 01
COUNTIES : MARSHALL
====================================================================================================================================
|(
1 ) 23009
|(
2
) 10011
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 705A032
25.000 EACH|
6.00000
150.00|
6.00000
150.00|
|
|
|
0180 705A037
75.000 EACH|
|
6.00000
450.00|
|
6.00000
450.00|
|
0190 740B000
Construction Signs
0200 740O000
Pilot Car
358.000
SQFT|
|
7.50000
2685.00|
|
14.45000
5173.10|
|
1.000
EACH|
|
0.00000
0.00|
|
2653.35000
2653.35|
|
SECTION TOTALS
|
$
170,881.00|
$
172,513.40|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
170,881.00|
$
172,513.40|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 027 -1
VENDOR RANKING
CALL ORDER
: 027
10:00 AM
DIVISION
: 05
CONTRACT TIME :
75
Working Days
for constructing the Bridge Replacement (Precast) &
Approaches on CR-25 at South Needham Creek northeast of
Forkland. Length 0.193 mi.
COUNTIES : GREENE
(available days)
PROJECT(S) : STMNU-BRZ-3200(205)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
20011
TRI-COUNTY CONSTRUCTION, INC.
$
337,323.25 100.0000%
2
14005
G. W. NORRELL CONTRACTING COMPANY, INC.
$
341,706.00 101.2993%
3
01007
ALABAMA BRIDGE BUILDERS, INC.
$
386,447.01 114.5628%
4
14008
NEWELL & BUSH, INC.
$
408,234.00 121.0216%
5
18024
RACON, INC.
$
419,949.31 124.4946%
DATE : 04/07/10
PAGE : 027 -2
TABULATION OF BIDS
CALL ORDER
: 027
DIVISION
: 05
10:00 AM
COUNTIES : GREENE
====================================================================================================================================
|(
1 ) 20011
|(
2 ) 14005
|(
3 ) 01007
|TRI-COUNTY CONSTRUCTION, IN |G. W. NORRELL CONTRACTING C |ALABAMA BRIDGE BUILDERS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206A000
LUMP|
8000.00000
8000.00|
5000.00000
5000.00|
10000.00000
10000.00
|
|
0020 210A000
816.000
CUYD|
|
7.00000
5712.00|
|
10.00000
8160.00|
|
10.00000
8160.00
0025 210D021
115.000
CUYD|
|
18.00000
2070.00|
|
20.00000
2300.00|
|
20.00000
2300.00
0030 230A000
Roadbed Processing
|
9.000
|
|
RBST|
|
325.00000
2925.00|
|
650.00000
5850.00|
|
300.00000
2700.00
0040 301A012
2074.000 SQYD|
|
9.25000
19184.50|
|
18.00000
37332.00|
|
14.70000
30487.80
0050 401A000
SQYD|
|
2.00000
4148.00|
|
4.00000
8296.00|
|
0.95000
1970.30
0060 401B107
2074.000 SQYD|
Bituminous Treatment KG (With Polymer
|
Additive)
|
9.75000
20221.50|
|
9.50000
19703.00|
|
8.25000
17110.50
0070 502A000
Steel Reinforcement
|
|
7.00000
420.00|
|
1.00000
60.00|
|
7.00000
420.00
0080 505A032
1.000 EACH|
Steel Test Piles (HP 12x53)(Maximum Bid |
Limited To $2000 Per Each Test Pile)
|
2000.00000
2000.00|
|
2000.00000
2000.00|
|
2000.00000
2000.00
0090 505B102
1.000 EACH|
Static Loading Tests (HP 12X53)
|
(Maximum Bid Limited To $2000 Per Each
Loading Test)
|
2000.00000
2000.00000
2000.00
2074.000
60.000
LB
|
|
|
|
|
|
2000.00|
|
|
2000.00000
2000.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 027 -3
TABULATION OF BIDS
CALL ORDER
: 027
10:00 AM
DIVISION
: 05
COUNTIES : GREENE
====================================================================================================================================
|(
1 ) 20011
|(
2
) 14005
|(
3 ) 01007
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 505M002
1225.000 LF |
44.00000
53900.00|
30.00000
36750.00|
45.00000
55125.00
|
|
|
12x53)
|
|
|
0110 507A000
2.000
Wire Rope Abutment Anchor Assembly
EACH|
|
1600.00000
3200.00|
|
2900.00000
5800.00|
|
3500.00000
7000.00
0120 510A000
25.000 CUYD|
|
800.00000
20000.00|
|
300.00000
7500.00|
|
500.00000
12500.00
EACH|
|
95.00000
3800.00|
|
127.00000
5080.00|
|
100.00000
4000.00
0140 512A008
2.000 EACH|
Precast Concrete Abutment Caps, 2'-0"
|
Wide By 1'-7" Deep By 28'-0" Long
|
2600.00000
5200.00|
|
3600.00000
7200.00|
|
4100.00000
8200.00
0150 512B003
2.000 EACH|
Precast Concrete Intermediate Bent Caps |
2'-0" Wide By 1'-7" Deep By 27'-6" Long
|
2600.00000
4200.00000
8400.00
0160 512C004
15.000 EACH|
Precast Concrete Type 1 Span Section,
|
|
3500.00000
4000.00000
60000.00
0170 512C007
6.000 EACH|
Precast Concrete Type 2C Span Section, |
3'-6" Wide By 1'- 9" Deep By 34'-0" Long
|
3650.00000
4000.00000
24000.00
0180 512D027
2.000 EACH|
Precast Concrete Barrier Rail
|
Intermediate Section, 33'-11 1/4" Long
|
3600.00000
4100.00000
8200.00
0130 511A000
40.000
|
5200.00|
|
|
2700.00000
|
52500.00|
|
|
3700.00000
|
21900.00|
|
|
55500.00|
|
|
4000.00000
|
7200.00|
|
5400.00|
|
24000.00|
|
|
3500.00000
7000.00|
|
|
DATE : 04/07/10
PAGE : 027 -4
TABULATION OF BIDS
CALL ORDER
: 027
DIVISION
: 05
10:00 AM
COUNTIES : GREENE
====================================================================================================================================
|(
1 ) 20011
|(
2
) 14005
|(
3 ) 01007
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 512D033
4.000 EACH|
3600.00000
14400.00|
3500.00000
14000.00|
4100.00000
16400.00
Precast Concrete Barrier Rail End
|
|
|
Section,33-11 5/8"L ong
|
|
|
0200 512E000
8.000 EACH|
Precast Concrete Abutment Panels, Type |
A1
|
300.00000
0210 512E021
8.000 EACH|
A6
|
750.00000
0220 512F000
4.000 EACH|
Precast Concrete Wing Panels, Type W1
|
350.00000
1400.00|
|
700.00000
0230 512F008
4.000 EACH|
|
1600.00000
6400.00|
|
600.00000
2400.00|
|
0240 512G000
4.000
Precast Concrete Abutment Wing Cap
Panels
EACH|
|
600.00000
600.00000
4800.00
1000.00000
8000.00
2800.00|
|
800.00000
3200.00
1500.00000
6000.00|
|
2200.00000
8800.00
700.00000
2800.00|
|
800.00000
3200.00
|
6000.00|
|
4800.00|
|
|
1000.00000
|
|
0250 600A000
Mobilization
2400.00|
|
8000.00|
|
|
|
|
LUMP|
|
14000.00000
14000.00|
|
17000.00000
17000.00|
|
28500.00000
28500.00
0260 610C001
315.000
TON |
|
44.00000
13860.00|
|
43.00000
13545.00|
|
35.00000
11025.00
0270 610D000
Filter Blanket
248.000
SQYD|
|
3.00000
744.00|
|
2.00000
496.00|
|
2.00000
496.00
0280 630C003
4.000
EACH|
|
1600.00000
6400.00|
|
1450.00000
5800.00|
|
1450.00000
5800.00
0290 630C050
4.000 EACH|
|
2350.00000
9400.00|
|
1725.00000
6900.00|
|
1725.00000
6900.00
DATE : 04/07/10
PAGE : 027 -5
TABULATION OF BIDS
CALL ORDER
: 027
DIVISION
: 05
10:00 AM
COUNTIES : GREENE
====================================================================================================================================
|(
1 ) 20011
|(
2
) 14005
|(
3 ) 01007
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 650A000
46.000 CUYD|
25.00000
1150.00|
15.00000
690.00|
20.00000
920.00
Topsoil
|
|
|
0310 652A100
Seeding
2.000
ACRE|
|
1500.00000
3000.00|
|
800.00000
1600.00|
|
1995.00000
3990.00
0320 656A010
Mulching
2.000
ACRE|
|
1500.00000
3000.00|
|
800.00000
1600.00|
|
1995.00000
3990.00
0330 665F000
Hay Bales
92.000
EACH|
|
6.00000
552.00|
|
3.00000
276.00|
|
5.50000
506.00
0340 665J002
Silt Fence
1106.000
LF
|
|
4.00000
4424.00|
|
2.00000
2212.00|
|
3.75000
4147.50
0350 665O001
Silt Fence Removal
1106.000
LF
|
|
1.00000
1106.00|
|
1.00000
1106.00|
|
1.00000
1106.00
LUMP|
|
6000.00000
6000.00|
|
3500.00000
3500.00|
|
3500.00000
3500.00
0370 698A000
LUMP|
to $ 17,000.00)
|
3500.00000
3500.00|
|
0.00000
0.00|
|
3000.00000
3000.00
0360 680A000
0380 740B000
Construction Signs
|
|
125.000
SQFT|
|
7.25000
906.25|
|
10.00000
1250.00|
|
9.33000
1166.25
8.000
EACH|
|
220.00000
1760.00|
|
250.00000
2000.00|
|
240.00000
1920.00
0400 740I005
2.000 EACH|
220.00000
440.00|
|
200.00000
400.00|
|
253.33000
506.66
0390 740F002
SECTION TOTALS
|
$
342,823.25|
$
341,706.00|
$
386,447.01
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
337,323.25|
$
341,706.00|
$
386,447.01
====================================================================================================================================
DATE : 04/07/10
PAGE : 027 -6
TABULATION OF BIDS
CALL ORDER
: 027
DIVISION
: 05
10:00 AM
COUNTIES : GREENE
====================================================================================================================================
|(
4 ) 14008
|(
5
) 18024
|(
)
|NEWELL & BUSH, INC.
|RACON, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206A000
LUMP|
15000.00000
15000.00|
12000.00000
12000.00|
|
|
0020 210A000
816.000
CUYD|
|
5.25000
4284.00|
|
6.75000
5508.00|
|
0025 210D021
115.000
CUYD|
|
12.00000
1380.00|
|
51.42000
5913.30|
|
0030 230A000
Roadbed Processing
|
|
RBST|
|
525.00000
4725.00|
|
336.17000
3025.53|
|
0040 301A012
2074.000 SQYD|
|
16.00000
33184.00|
|
10.21000
21175.54|
|
0050 401A000
9.000
|
2074.000
|
|
SQYD|
|
1.00000
2074.00|
|
2.98000
6180.52|
|
0060 401B107
2074.000 SQYD|
Bituminous Treatment KG (With Polymer
|
Additive)
|
9.00000
18666.00|
|
11.16000
23145.84|
|
0070 502A000
Steel Reinforcement
|
|
1.00000
60.00|
|
2.50000
150.00|
|
0080 505A032
1.000 EACH|
Steel Test Piles (HP 12x53)(Maximum Bid |
Limited To $2000 Per Each Test Pile)
|
2000.00000
2000.00|
|
2000.00000
2000.00|
|
0090 505B102
1.000 EACH|
Static Loading Tests (HP 12X53)
|
(Maximum Bid Limited To $2000 Per Each
Loading Test)
|
2000.00000
60.000
LB
|
|
|
|
2000.00|
|
|
2000.00000
2000.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 027 -7
TABULATION OF BIDS
CALL ORDER
: 027
10:00 AM
DIVISION
: 05
COUNTIES : GREENE
====================================================================================================================================
|(
4 ) 14008
|(
5
) 18024
|(
)
|RACON, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 505M002
1225.000 LF |
45.00000
55125.00|
45.00000
55125.00|
|
|
|
12x53)
|
|
|
0110 507A000
2.000
Wire Rope Abutment Anchor Assembly
EACH|
|
2200.00000
4400.00|
|
2000.00000
4000.00|
|
0120 510A000
25.000 CUYD|
|
450.00000
11250.00|
|
650.00000
16250.00|
|
0130 511A000
EACH|
|
100.00000
4000.00|
|
160.00000
6400.00|
|
0140 512A008
2.000 EACH|
Precast Concrete Abutment Caps, 2'-0"
|
Wide By 1'-7" Deep By 28'-0" Long
|
3700.00000
7400.00|
|
3500.00000
7000.00|
|
0150 512B003
2.000 EACH|
Precast Concrete Intermediate Bent Caps |
|
3700.00000
0160 512C004
15.000 EACH|
Precast Concrete Type 1 Span Section,
|
|
3800.00000
0170 512C007
6.000 EACH|
|
4000.00000
0180 512D027
2.000 EACH|
Precast Concrete Barrier Rail
|
Intermediate Section, 33'-11 1/4" Long
|
3600.00000
40.000
|
7400.00|
|
|
3500.00000
|
57000.00|
|
|
4500.00000
|
24000.00|
|
|
67500.00|
|
|
5300.00000
|
7200.00|
|
7000.00|
|
31800.00|
|
|
5000.00000
10000.00|
|
|
DATE : 04/07/10
PAGE : 027 -8
TABULATION OF BIDS
CALL ORDER
: 027
DIVISION
: 05
10:00 AM
COUNTIES : GREENE
====================================================================================================================================
|(
4 ) 14008
|(
5
) 18024
|(
)
|RACON, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 512D033
4.000 EACH|
4500.00000
18000.00|
5000.00000
20000.00|
|
|
|
Section,33-11 5/8"L ong
|
|
|
0200 512E000
8.000 EACH|
A1
|
330.00000
0210 512E021
8.000 EACH|
A6
|
800.00000
0220 512F000
4.000 EACH|
|
700.00000
2800.00|
|
500.00000
2000.00|
|
0230 512F008
4.000 EACH|
|
1650.00000
6600.00|
|
1700.00000
6800.00|
|
800.00000
3200.00|
|
600.00000
2400.00|
|
0240 512G000
4.000
Precast Concrete Abutment Wing Cap
Panels
EACH|
|
280.00000
|
6400.00|
|
2240.00|
|
|
825.00000
|
|
0250 600A000
Mobilization
2640.00|
|
6600.00|
|
|
|
|
LUMP|
|
50000.00000
50000.00|
|
30513.16000
30513.16|
|
0260 610C001
315.000
TON |
|
45.00000
14175.00|
|
36.14000
11384.10|
|
0270 610D000
Filter Blanket
248.000
SQYD|
|
3.00000
744.00|
|
3.17000
786.16|
|
0280 630C003
4.000
EACH|
|
1700.00000
6800.00|
|
1595.00000
6380.00|
|
0290 630C050
4.000 EACH|
|
2500.00000
10000.00|
|
1897.50000
7590.00|
|
DATE : 04/07/10
PAGE : 027 -9
TABULATION OF BIDS
CALL ORDER
: 027
DIVISION
: 05
10:00 AM
COUNTIES : GREENE
====================================================================================================================================
|(
4 ) 14008
|(
5
) 18024
|(
)
|RACON, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 650A000
46.000 CUYD|
15.00000
690.00|
58.58000
2694.68|
Topsoil
|
|
|
0310 652A100
Seeding
2.000
ACRE|
|
1200.00000
2400.00|
|
1149.02000
2298.04|
|
0320 656A010
Mulching
2.000
ACRE|
|
1200.00000
2400.00|
|
889.94000
1779.88|
|
0330 665F000
Hay Bales
92.000
EACH|
|
12.00000
1104.00|
|
7.03000
646.76|
|
0340 665J002
Silt Fence
1106.000
LF
|
|
4.50000
4977.00|
|
3.06000
3384.36|
|
0350 665O001
Silt Fence Removal
1106.000
LF
|
|
1.00000
1106.00|
|
1.32000
1459.92|
|
LUMP|
|
5000.00000
5000.00|
|
16668.44000
16668.44|
|
0370 698A000
LUMP|
to $ 17,000.00)
|
0.00000
0.00|
|
5000.00000
5000.00|
|
0360 680A000
0380 740B000
Construction Signs
|
|
125.000
SQFT|
|
18.00000
2250.00|
|
8.18000
1022.50|
|
8.000
EACH|
|
600.00000
4800.00|
|
210.42000
1683.36|
|
0400 740I005
2.000 EACH|
500.00000
1000.00|
|
222.11000
444.22|
|
0390 740F002
SECTION TOTALS
|
$
408,234.00|
$
419,949.31|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
408,234.00|
$
419,949.31|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 028 -1
VENDOR RANKING
CALL ORDER
: 028
10:00 AM
DIVISION
: 05
CONTRACT TIME :
30
Working Days
for constructing the Traffic Stripe and Markings on various
county roads at sites as indicated by the plans. Length
50.376 mi.
COUNTIES : FAYETTE
(available days)
PROJECT(S) : STMNU-STPNU-CN10(208)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
15007
$
220,475.00 100.0000%
2
03033
J. C. CHEEK CONTRACTORS, INC.
$
221,530.00 100.4785%
3
16005
PEEK PAVEMENT MARKING, LLC
$
232,300.00 105.3634%
DATE : 04/07/10
PAGE : 028 -2
TABULATION OF BIDS
CALL ORDER
: 028
10:00 AM
DIVISION
: 05
COUNTIES : FAYETTE
====================================================================================================================================
|(
1 ) 15007
|(
2 ) 03033
|(
3 ) 16005
|J. C. CHEEK CONTRACTORS, IN |PEEK PAVEMENT MARKING, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 600A000
LUMP|
500.00000
500.00|
2500.00000
2500.00|
3500.00000
3500.00
Mobilization
|
|
|
0020 701A030
101.000 MILE|
|
Stripe
|
1245.00000
0030 701A034
67.000 MILE|
Stripe
|
1245.00000
0040 701A044
14.000 MILE|
Stripe
|
750.00000
0050 703A004
63.000 SQFT|
Traffic Control Markings, Class 2T,
|
Type A
|
5.00000
125745.00|
|
1250.00000
|
83415.00|
|
1250.00000
|
125240.00
83750.00|
|
1320.00000
88440.00
990.00000
13860.00
20.00000
1260.00
|
600.00000
|
315.00|
|
1240.00000
|
|
10500.00|
|
126250.00|
|
8400.00|
|
|
10.00000
630.00|
|
|
SECTION TOTALS
|
$
220,475.00|
$
221,530.00|
$
232,300.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
220,475.00|
$
221,530.00|
$
232,300.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 030 -1
VENDOR RANKING
CALL ORDER
: 030
10:00 AM
DIVISION
: 05
CONTRACT TIME :
45
Working Days
from SR-69 to SR-25 northeast of Greensboro. Length 6.456
mi.
COUNTIES : HALE
(available days)
PROJECT(S) : STMNU-STPNU-3314(200)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
02033
S. T. BUNN CONSTRUCTION COMPANY, INC.
$
899,099.42 100.0000%
2
01096
$
928,967.96 103.3221%
DATE : 04/07/10
PAGE : 030 -2
TABULATION OF BIDS
CALL ORDER
: 030
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 02033
|(
2 ) 01096
|(
)
|S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206D001
76.000 LF |
1.18000
89.68|
3.00000
228.00|
Removing Guardrail
|
|
|
0020 206E019
4.000 EACH|
Removing Guardrail End Anchor (Type 10) |
0030 405A000
Tack Coat
117.51000
470.04|
|
150.00000
600.00|
|
5834.000
GAL |
|
3.00000
17502.00|
|
3.52000
20535.68|
|
0040 407B000
7.000
Pavement
MILE|
|
315.00000
2205.00|
|
210.00000
1470.00|
|
|
0050 424A341
6400.000 TON |
|
|
|
63.05000
|
0060 424A347
1000.000 TON |
|
|
63.05000
|
0070 424B648
1682.000 TON |
|
Binder Layer, Widening, 1 1/2" Maximum
|
66.50000
|
0080 430B043
3358.000 TON |
|
Run)
|
26.24000
403520.00|
|
|
68.00000
435200.00|
|
|
|
|
|
63050.00|
|
63.15000
63150.00|
|
|
|
|
|
111853.00|
|
70.00000
117740.00|
|
|
|
|
|
88113.92|
|
|
27.51000
92378.58|
|
|
DATE : 04/07/10
PAGE : 030 -3
TABULATION OF BIDS
CALL ORDER
: 030
DIVISION
: 05
10:00 AM
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 02033
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 600A000
LUMP|
63750.00000
63750.00|
55000.00000
55000.00|
Mobilization
|
|
|
0100 630A001
373.000 LF
|
|
45.40000
16934.20|
|
61.50000
22939.50|
|
0110 630C050
8.000 EACH|
|
2563.92000
20511.36|
|
2200.00000
17600.00|
|
0120 630C070
4.000 EACH|
|
2029.76000
8119.04|
|
2000.00000
8000.00|
|
0130 698A000
LUMP|
to $ 41,000.00)
|
40000.00000
40000.00|
|
30000.00000
30000.00|
|
0140 701A030
13.000 MILE|
|
Stripe
|
1514.32000
0150 701A034
10.000 MILE|
Stripe
|
1514.32000
0160 701A044
4.000 MILE|
Stripe
|
987.11000
0170 701C000
4.000
MILE|
|
886.16000
3544.64|
|
838.00000
3352.00|
|
0180 701C001
10.000
MILE|
|
942.25000
9422.50|
|
891.00000
8910.00|
|
0190 703A000
90.000 SQFT|
A
|
2.24000
201.60|
|
2.12000
190.80|
|
|
19686.16|
|
|
1432.00000
|
15143.20|
|
|
1432.00000
|
3948.44|
|
14320.00|
|
|
933.50000
|
|
18616.00|
|
3734.00|
|
|
|
DATE : 04/07/10
PAGE : 030 -4
TABULATION OF BIDS
CALL ORDER
: 030
10:00 AM
DIVISION
: 05
COUNTIES : HALE
====================================================================================================================================
|(
1 ) 02033
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 705A032
206.000 EACH|
4.49000
924.94|
4.24000
873.44|
|
|
|
0210 705A037
1080.000 EACH|
|
4.49000
4849.20|
|
4.24000
4579.20|
|
0220 740B000
Construction Signs
0230 740E000
0240 740O000
Pilot Car
428.000
SQFT|
|
8.00000
3424.00|
|
7.42000
3175.76|
|
50.000
EACH|
|
6.73000
336.50|
|
17.50000
875.00|
|
1.000
EACH|
|
1500.00000
1500.00|
|
5500.00000
5500.00|
|
SECTION TOTALS
|
$
899,099.42|
$
928,967.96|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
899,099.42|
$
928,967.96|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 031 -1
VENDOR RANKING
CALL ORDER
: 031
DIVISION
: 08
CONTRACT TIME :
30
Working Days
RURAL
from SR-21 to CR-7 in Goodway. Length 1.961 mi.
COUNTIES : MONROE
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01096
$
408,223.40 100.0000%
2
13008
$
457,490.05 112.0686%
3
23024
$
501,956.66 122.9613%
4
19100
SOUTHWEST ALABAMA CONSTRUCTION, LLC
$
532,483.00 130.4391%
DATE : 04/07/10
PAGE : 031 -2
TABULATION OF BIDS
CALL ORDER
: 031
DIVISION
: 08
10:00 AM
COUNTIES : MONROE
====================================================================================================================================
|(
1 ) 01096
|(
2 ) 13008
|(
3 ) 23024
|MOBILE ASPHALT COMPANY, LLC |WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
1538.000 GAL |
5.00000
7690.00|
2.90000
4460.20|
4.61000
7090.18
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
430.00000
|
0030 424A340
1747.000 TON |
|
|
62.70000
55.00000
|
0050 424C351
725.000
Layer, Widening, 1 1/2" Maximum
0060 600A000
Mobilization
TON |
|
150.00000
|
|
0040 424B644
3218.000 TON |
|
|
860.00|
|
55.00000
109536.90|
|
300.00|
|
67.80000
118446.60|
|
|
|
|
58.50000
188253.00|
|
|
|
|
|
39875.00|
|
800.00
76.24000
133191.28
67.58000
217472.44
72.31000
52424.75
|
|
176990.00|
|
400.00000
66.00000
47850.00|
|
|
|
|
|
|
|
LUMP|
|
20000.00000
20000.00|
|
45000.00000
45000.00|
|
25015.24000
25015.24
0070 650A000
Topsoil
1691.000
CUYD|
|
10.00000
16910.00|
|
10.15000
17163.65|
|
13.14000
22219.74
0080 652A100
Seeding
3.000
ACRE|
|
800.00000
2400.00|
|
590.00000
1770.00|
|
808.15000
2424.45
DATE : 04/07/10
PAGE : 031 -3
TABULATION OF BIDS
CALL ORDER
: 031
DIVISION
: 08
10:00 AM
COUNTIES : MONROE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 13008
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 656A010
3.000 ACRE|
800.00000
2400.00|
485.00000
1455.00|
808.15000
2424.45
Mulching
|
|
|
0100 665J002
Silt Fence
400.000
LF
|
|
4.50000
1800.00|
|
3.75000
1500.00|
|
4.55000
1820.00
0110 665O001
Silt Fence Removal
400.000
LF
|
|
2.00000
800.00|
|
0.25000
100.00|
|
2.02000
808.00
0120 665Q002
Wattle
100.000
LF
|
|
8.00000
800.00|
|
6.45000
645.00|
|
8.08000
808.00
0130 698A000
LUMP|
to $ 22,600.00 )
|
0.00000
0.00|
|
0.00000
0.00|
|
4520.00000
4520.00
0140 701A231
4.000 MILE|
|
Stripe
|
2500.00000
2675.27000
10701.08
0150 701A235
2.000 MILE|
|
Stripe
|
2500.00000
2675.27000
5350.54
0160 701A245
1.000 MILE|
Stripe
|
1400.00000
1498.15000
1498.15
|
10000.00|
|
|
2685.00000
|
5000.00|
|
|
2685.00000
|
1400.00|
|
10740.00|
|
5370.00|
|
|
1500.00000
|
1500.00|
|
|
0170 701C000
1.000
MILE|
|
820.00000
820.00|
|
880.00000
880.00|
|
877.49000
877.49
0180 701C001
6.000
MILE|
|
880.00000
5280.00|
|
945.00000
5670.00|
|
941.70000
5650.20
0190 703A002
209.000 SQFT|
A
|
5.00000
1045.00|
|
5.35000
1118.15|
|
5.35000
1118.15
|
|
DATE : 04/07/10
PAGE : 031 -4
TABULATION OF BIDS
CALL ORDER
: 031
10:00 AM
DIVISION
: 08
COUNTIES : MONROE
====================================================================================================================================
|(
1 ) 01096
|(
2
) 13008
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 703B002
137.000 SQFT|
5.00000
685.00|
5.35000
732.95|
5.35000
732.95
|
|
0210 705A032
6.000 EACH|
|
5.50000
33.00|
|
6.00000
36.00|
|
5.89000
35.34
0220 705A037
202.000 EACH|
|
5.50000
1111.00|
|
6.00000
1212.00|
|
5.89000
1189.78
0230 740B000
Construction Signs
0240 740O000
Pilot Car
305.000
SQFT|
|
7.50000
2287.50|
|
7.50000
2287.50|
|
7.49000
2284.45
1.000
EACH|
|
500.00000
500.00|
|
1000.00000
1000.00|
|
1500.00000
1500.00
SECTION TOTALS
|
$
408,223.40|
$
457,490.05|
$
501,956.66
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
408,223.40|
$
457,490.05|
$
501,956.66
====================================================================================================================================
DATE : 04/07/10
PAGE : 031 -5
TABULATION OF BIDS
CALL ORDER
: 031
DIVISION
: 08
10:00 AM
COUNTIES : MONROE
====================================================================================================================================
|(
4 ) 19100
|(
)
|(
)
|SOUTHWEST ALABAMA CONSTRUCT |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
1538.000 GAL |
4.50000
6921.00|
|
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
500.00000
1000.00|
|
|
|
|
|
125784.00|
|
|
|
|
|
|
|
234914.00|
|
|
|
|
|
|
|
56912.50|
|
|
|
|
|
|
|
|
|
|
0030 424A340
1747.000 TON |
|
|
72.00000
|
0040 424B644
3218.000 TON |
|
|
73.00000
|
0050 424C351
725.000
0060 600A000
Mobilization
TON |
|
78.50000
LUMP|
|
34000.00000
34000.00|
|
|
|
0070 650A000
Topsoil
1691.000
CUYD|
|
20.00000
33820.00|
|
|
|
0080 652A100
Seeding
3.000
ACRE|
|
700.00000
2100.00|
|
|
|
DATE : 04/07/10
PAGE : 031 -6
TABULATION OF BIDS
CALL ORDER
: 031
DIVISION
: 08
10:00 AM
COUNTIES : MONROE
====================================================================================================================================
|(
4 ) 19100
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 656A010
3.000 ACRE|
700.00000
2100.00|
|
Mulching
|
|
|
0100 665J002
Silt Fence
400.000
LF
|
|
3.95000
1580.00|
|
|
|
0110 665O001
Silt Fence Removal
400.000
LF
|
|
1.00000
400.00|
|
|
|
0120 665Q002
Wattle
100.000
LF
|
|
5.95000
595.00|
|
|
|
0130 698A000
LUMP|
to $ 22,600.00 )
|
0.00000
0.00|
|
|
|
|
|
0140 701A231
4.000 MILE|
|
Stripe
|
2500.00000
10000.00|
|
|
|
|
|
0150 701A235
2.000 MILE|
|
Stripe
|
2500.00000
5000.00|
|
|
|
|
|
0160 701A245
1.000 MILE|
Stripe
|
1400.00000
1400.00|
|
|
|
|
|
0170 701C000
1.000
MILE|
|
820.00000
820.00|
|
|
|
0180 701C001
6.000
MILE|
|
880.00000
5280.00|
|
|
|
0190 703A002
209.000 SQFT|
A
|
5.00000
1045.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 031 -7
TABULATION OF BIDS
CALL ORDER
: 031
10:00 AM
DIVISION
: 08
COUNTIES : MONROE
====================================================================================================================================
|(
4 ) 19100
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 703B002
137.000 SQFT|
5.00000
685.00|
|
|
|
0210 705A032
6.000 EACH|
|
5.50000
33.00|
|
|
|
0220 705A037
202.000 EACH|
|
5.50000
1111.00|
|
|
|
0230 740B000
Construction Signs
0240 740O000
Pilot Car
305.000
SQFT|
|
6.50000
1982.50|
|
|
|
1.000
EACH|
|
5000.00000
5000.00|
|
|
|
SECTION TOTALS
|
$
532,483.00|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
532,483.00|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 032 -1
VENDOR RANKING
CALL ORDER
: 032
10:00 AM
DIVISION
: 03
CONTRACT TIME :
45
Working Days
from CR-6 to SR-174 in Margaret. Length 7.222 mi.
COUNTIES : ST. CLAIR
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
07002
$
1,403,637.18 100.0000%
2
04013
DUNN CONSTRUCTION COMPANY, INC.
$
1,420,396.35 101.1940%
3
01096
$
1,480,508.26 105.4766%
DATE : 04/07/10
PAGE : 032 -2
TABULATION OF BIDS
CALL ORDER
: 032
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 07002
|(
2 ) 04013
|(
3 ) 01096
|GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C010
144.000 SQYD|
37.56000
5408.64|
76.70000
11044.80|
38.50000
5544.00
|
|
|
0020 206D001
Removing Guardrail
|
|
1.17000
5250.96|
|
1.17000
5250.96|
|
1.10000
4936.80
0030 206E019
15.000 EACH|
116.60000
1749.00|
|
116.61000
1749.15|
|
110.00000
1650.00
0040 405A000
Tack Coat
4488.000
LF
4700.000
GAL |
|
4.00000
18800.00|
|
3.67000
17249.00|
|
3.52000
16544.00
0050 407B000
8.000
Pavement
MILE|
|
400.00000
3200.00|
|
241.89000
1935.12|
|
220.00000
1760.00
65.36000
545167.76
97.75000
24437.50
62.33000
536661.30
|
0060 424A341
8341.000 TON |
|
|
|
58.81000
|
0070 424B641
250.000 TON |
|
Binder Layer, Patching, 1 1/2" Maximum
|
104.06000
|
0080 424B643
8610.000 TON |
|
|
|
49.89000
490534.21|
|
|
60.83000
507383.03|
|
|
|
|
|
26015.00|
|
93.67000
23417.50|
|
|
|
|
|
429552.90|
|
58.22000
501274.20|
|
|
|
|
|
DATE : 04/07/10
PAGE : 032 -3
TABULATION OF BIDS
CALL ORDER
: 032
DIVISION
: 03
10:00 AM
====================================================================================================================================
|(
1 ) 07002
|(
2
) 04013
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 430B043
4100.000 TON |
15.79000
64739.00|
23.17000
94997.00|
22.50000
92250.00
|
|
|
Run)
|
|
|
0100 600A000
Mobilization
LUMP|
|
116232.43000
116232.43|
|
29343.39000
29343.39|
|
41120.00000
41120.00
|
|
18.02000
76585.00|
|
18.02000
76585.00|
|
17.00000
72250.00
0120 630C050
16.000 EACH|
|
2226.00000
35616.00|
|
2226.11000
35617.76|
|
2100.00000
33600.00
0130 698A000
LUMP|
to $ 73,000.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
0.00000
0.00
0140 701A231
15.000 MILE|
|
Stripe
|
2165.10000
2100.00000
31500.00
0150 701A235
10.000 MILE|
|
Stripe
|
2165.10000
2100.00000
21000.00
0160 701A245
4.000 MILE|
Stripe
|
1071.28000
1250.00000
5000.00
0170 701B205
282.000 LF |
2.26000
637.32|
|
0.53000
149.46|
|
0.50000
141.00
676.60000
6766.00|
|
586.13000
5861.30|
|
550.00000
5500.00
0110 630A001
4250.000 LF
0180 701C000
10.000
MILE|
|
|
32476.50|
|
|
2237.95000
|
21651.00|
|
|
2237.95000
|
4285.12|
|
33569.25|
|
22379.50|
|
|
1332.11000
|
5328.44|
|
|
DATE : 04/07/10
PAGE : 032 -4
TABULATION OF BIDS
CALL ORDER
: 032
10:00 AM
DIVISION
: 03
====================================================================================================================================
|(
1 ) 07002
|(
2
) 04013
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 701C001
29.000 MILE|
789.36000
22891.44|
639.41000
18542.89|
600.00000
17400.00
|
|
|
0200 703A002
1647.000 SQFT|
A
|
3.94000
4.00000
6588.00
0210 703B002
45.000 SQFT|
4.52000
203.40|
|
4.26000
191.70|
|
4.00000
180.00
0220 703D001
769.000
SQFT|
|
1.06000
815.14|
|
1.07000
822.83|
|
1.00000
769.00
0230 703E001
45.000
SQFT|
|
1.06000
47.70|
|
1.07000
48.15|
|
1.00000
45.00
0240 705A032
217.000 EACH|
|
4.52000
980.84|
|
5.33000
1156.61|
|
5.00000
1085.00
0250 705A037
735.000 EACH|
|
4.52000
3322.20|
|
5.33000
3917.55|
|
5.00000
3675.00
0260 705A038
85.000 EACH|
|
4.52000
384.20|
|
5.33000
453.05|
|
5.00000
425.00
0270 740B000
Construction Signs
0280 740E000
0290 740O000
Pilot Car
6489.18|
|
4.26000
|
7016.22|
|
|
746.000
SQFT|
|
7.37000
5498.02|
|
7.89000
5885.94|
|
7.40000
5520.40
50.000
EACH|
|
1.00000
50.00|
|
0.00000
0.00|
|
15.17000
758.50
1.000
EACH|
|
23455.98000
23455.98|
|
9226.55000
9226.55|
|
5000.00000
5000.00
SECTION TOTALS
|
$ 1,403,637.18|
$ 1,420,396.35|
$ 1,480,508.26
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,403,637.18|
$ 1,420,396.35|
$ 1,480,508.26
====================================================================================================================================
DATE : 04/07/10
PAGE : 034 -1
VENDOR RANKING
CALL ORDER
: 034
10:00 AM
DIVISION
: 02
CONTRACT TIME :
30
Working Days
for constructing the Resurfacing and Traffic Stripe on
Gusmus Avenue, West Sixth Street and South Broadway Avenue
in Muscle Shoals at sites as indicated by the plans.
Length 0.966 mi.
COUNTIES : COLBERT
(available days)
PROJECT(S) : STMOA-CN10(903)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
19074
S & M EQUIPMENT CO., INC.
$
314,063.75 100.0000%
2
01096
$
362,695.97 115.4848%
3
14031
NORTH ALABAMA PAVING, INC.
$
364,953.50 116.2036%
4
11014
JOE KEENUM EXCAVATION & CONSTRUCTION, INC.
$
375,128.03 119.4433%
5
18031
ROGERS GROUP, INC.
$
378,013.57 120.3621%
DATE : 04/07/10
PAGE : 034 -2
TABULATION OF BIDS
CALL ORDER
: 034
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2 ) 01096
|(
3 ) 14031
|S & M EQUIPMENT CO., INC.
|NORTH ALABAMA PAVING, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B108
24935.000 SQYD|
1.94000
48373.90|
1.80000
44883.00|
1.80000
44883.00
Bituminous Treatment G (With Polymer
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
3894.000
GAL |
|
3.55000
13823.70|
|
3.33000
12967.02|
|
2.00000
7788.00
0030 407B000
4.000
Pavement
MILE|
|
300.00000
1200.00|
|
388.98000
1555.92|
|
1000.00000
4000.00
4.00000
8100.00
69.50000
110991.50
69.50000
57824.00
69.50000
22240.00
|
|
0040 408A054
2025.000 SQYD|
|
|
5.00000
0050 424A340
1597.000 TON |
|
|
54.95000
54.95000
|
0070 424B642
320.000 TON |
|
|
|
5.50000
|
|
0060 424A360
832.000 TON |
|
|
10125.00|
|
|
52.70000
87755.15|
|
11137.50|
|
|
65.58000
104731.26|
|
|
|
|
|
45718.40|
|
64.88000
53980.16|
|
|
|
|
|
16864.00|
|
58.80000
18816.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 034 -3
TABULATION OF BIDS
CALL ORDER
: 034
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 424B657
700.000 TON |
51.20000
35840.00|
57.45000
40215.00|
69.50000
48650.00
|
|
|
|
|
|
|
0090 600A000
Mobilization
|
|
LUMP|
|
6000.00000
6000.00|
|
35818.33000
35818.33|
|
4000.00000
4000.00
0100 650A000
Topsoil
358.000
CUYD|
|
10.00000
3580.00|
|
19.02000
6809.16|
|
16.50000
5907.00
0110 652A100
Seeding
1.000
ACRE|
|
1100.00000
1100.00|
|
322.70000
322.70|
|
900.00000
900.00
0120 656A010
Mulching
1.000
ACRE|
|
1100.00000
1100.00|
|
225.90000
225.90|
|
900.00000
900.00
0130 698A000
LUMP|
to $ 16,500.00)
|
6000.00000
6000.00|
|
1.00000
1.00|
|
16500.00000
16500.00
0140 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3080.00000
1450.00000
2900.00
0150 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3080.00000
1450.00000
2900.00
0160 701A239
2.000 MILE|
|
Stripe (5" Wide)
|
1650.00000
900.00000
1800.00
|
6160.00|
|
|
3031.27000
|
6160.00|
|
|
3031.27000
|
3300.00|
|
|
6062.54|
|
6062.54|
|
|
1623.90000
3247.80|
|
|
DATE : 04/07/10
PAGE : 034 -4
TABULATION OF BIDS
CALL ORDER
: 034
10:00 AM
DIVISION
: 02
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 701C002
2.000 MILE|
935.00000
1870.00|
920.21000
1840.42|
900.00000
1800.00
|
|
0180 701C003
3.000 MILE|
935.00000
2805.00|
|
920.21000
2760.63|
|
900.00000
2700.00
0190 703A002
540.000 SQFT|
A
|
4.40000
2376.00|
|
4.33000
2338.20|
|
5.00000
2700.00
0200 703B002
514.000 SQFT|
4.40000
2261.60|
|
4.33000
2225.62|
|
5.00000
2570.00
0210 705A031
68.000 EACH|
|
5.50000
374.00|
|
5.41000
367.88|
|
6.00000
408.00
0220 705A037
67.000 EACH|
|
5.50000
368.50|
|
5.41000
362.47|
|
6.00000
402.00
0230 740B000
Construction Signs
|
|
557.000
SQFT|
|
7.70000
4288.90|
|
7.58000
4222.06|
|
8.00000
4456.00
36.000
SQFT|
|
7.70000
277.20|
|
7.58000
272.88|
|
8.00000
288.00
0250 740C002
12.000 SQFT|
|
Plaque)
|
7.70000
92.40|
|
7.58000
90.96|
|
8.00000
96.00
0240 740C000
|
|
0260 740E000
50.000
EACH|
|
15.00000
750.00|
|
17.43000
871.50|
|
15.00000
750.00
0270 740M001
Ballast For Cone
50.000
EACH|
|
10.00000
500.00|
|
9.29000
464.50|
|
10.00000
500.00
0280 741C010
2.000 EACH|
|
Sign Unit
|
2500.00000
5000.00|
|
21.51000
43.02|
|
4000.00000
8000.00
|
|
SECTION TOTALS
|
$
314,063.75|
$
362,695.97|
$
364,953.50
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
314,063.75|
$
362,695.97|
$
364,953.50
DATE : 04/07/10
PAGE : 034 -5
TABULATION OF BIDS
CALL ORDER
: 034
10:00 AM
DIVISION
: 02
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------====================================================================================================================================
DATE : 04/07/10
PAGE : 034 -6
TABULATION OF BIDS
CALL ORDER
: 034
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B108
24935.000 SQYD|
1.76500
44010.28|
1.85000
46129.75|
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
3894.000
GAL |
|
3.00000
11682.00|
|
3.00000
11682.00|
|
0030 407B000
4.000
Pavement
MILE|
|
600.00000
2400.00|
|
1100.00000
4400.00|
|
|
|
0040 408A054
2025.000 SQYD|
|
|
1.75000
0050 424A340
1597.000 TON |
|
|
68.00000
68.00000
|
0070 424B642
320.000 TON |
|
|
|
4.70000
|
|
0060 424A360
832.000 TON |
|
|
3543.75|
|
|
72.00000
108596.00|
|
9517.50|
|
|
65.56000
104699.32|
|
|
|
|
|
56576.00|
|
65.00000
54080.00|
|
|
|
|
|
23040.00|
|
65.00000
20800.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 034 -7
TABULATION OF BIDS
CALL ORDER
: 034
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 424B657
700.000 TON |
72.00000
50400.00|
65.00000
45500.00|
|
|
|
|
|
|
|
0090 600A000
Mobilization
|
|
LUMP|
|
18000.00000
18000.00|
|
39200.00000
39200.00|
|
0100 650A000
Topsoil
358.000
CUYD|
|
12.00000
4296.00|
|
16.00000
5728.00|
|
0110 652A100
Seeding
1.000
ACRE|
|
750.00000
750.00|
|
1500.00000
1500.00|
|
0120 656A010
Mulching
1.000
ACRE|
|
750.00000
750.00|
|
1500.00000
1500.00|
|
0130 698A000
LUMP|
to $ 16,500.00)
|
16500.00000
16500.00|
|
1.00000
1.00|
|
0140 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
2800.00000
0150 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
2800.00000
0160 701A239
2.000 MILE|
|
Stripe (5" Wide)
|
1500.00000
|
5600.00|
|
|
3100.00000
|
5600.00|
|
|
3100.00000
|
3000.00|
|
|
6200.00|
|
6200.00|
|
|
1700.00000
3400.00|
|
|
DATE : 04/07/10
PAGE : 034 -8
TABULATION OF BIDS
CALL ORDER
: 034
10:00 AM
DIVISION
: 02
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 701C002
2.000 MILE|
850.00000
1700.00|
950.00000
1900.00|
|
|
0180 701C003
3.000 MILE|
850.00000
2550.00|
|
950.00000
2850.00|
|
0190 703A002
540.000 SQFT|
A
|
4.00000
2160.00|
|
4.50000
2430.00|
|
0200 703B002
514.000 SQFT|
4.00000
2056.00|
|
5.50000
2827.00|
|
0210 705A031
68.000 EACH|
|
5.00000
340.00|
|
8.00000
544.00|
|
0220 705A037
67.000 EACH|
|
5.00000
335.00|
|
8.00000
536.00|
|
0230 740B000
Construction Signs
|
|
557.000
SQFT|
|
9.00000
5013.00|
|
7.00000
3899.00|
|
36.000
SQFT|
|
10.00000
360.00|
|
7.00000
252.00|
|
0250 740C002
12.000 SQFT|
|
Plaque)
|
10.00000
120.00|
|
7.00000
84.00|
|
0260 740E000
50.000
EACH|
|
10.00000
500.00|
|
16.00000
800.00|
|
0270 740M001
Ballast For Cone
50.000
EACH|
|
5.00000
250.00|
|
6.00000
300.00|
|
0280 741C010
2.000 EACH|
|
Sign Unit
|
2500.00000
5000.00|
|
527.00000
1054.00|
|
0240 740C000
|
|
|
|
SECTION TOTALS
|
$
375,128.03|
$
378,013.57|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
375,128.03|
$
378,013.57|
$
DATE : 04/07/10
PAGE : 034 -9
TABULATION OF BIDS
CALL ORDER
: 034
10:00 AM
DIVISION
: 02
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------====================================================================================================================================
DATE : 04/07/10
PAGE : 035 -1
VENDOR RANKING
CALL ORDER
: 035
10:00 AM
DIVISION
: 06
CONTRACT TIME : 180
Working Days
for constructing the Planing, Resurfacing, Traffic Stripe
and Signals on Madison Avenue from Coosa Street to North
Ripley Street in Montgomery. Length 0.686 mi.
COUNTIES : MONTGOMERY
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
2,714,965.15 100.0000%
DATE : 04/07/10
PAGE : 035 -2
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5 ) 18031
|(
)
|WIREGRASS CONSTRUCTION COMP |ROGERS GROUP, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
1991.000 SQYD|
10.00000
19910.00|
|
|
|
|
0020 206C001
3644.000
SQYD|
|
12.00000
43728.00|
|
|
|
0030 206D000
Removing Pipe
89.000
LF
|
|
35.00000
3115.00|
|
|
|
0040 206D002
Removing Curb
2248.000
LF
|
|
12.00000
26976.00|
|
|
|
0050 206D003
972.000
LF
|
|
12.00000
11664.00|
|
|
|
0060 210A000
2965.000
CUYD|
|
22.00000
65230.00|
|
|
|
0070 210D021
1000.000
CUYD|
|
23.00000
23000.00|
|
|
|
|
|
0080 214A000
|
426.000
CUYD|
|
15.00000
6390.00|
|
|
|
0090 214B001
111.000
CUYD|
|
25.00000
2775.00|
|
|
|
0100 305B077
535.000 TON |
|
Miscellaneous Use
|
65.00000
34775.00|
|
|
|
|
|
4512.00|
|
|
|
0110 405A000
Tack Coat
752.000
GAL |
|
6.00000
DATE : 04/07/10
PAGE : 035 -3
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 407B000
3.000 MILE|
1500.00000
4500.00|
|
|
|
|
Pavement
|
|
|
0130 408A052
5290.000 SQYD|
|
|
11.00000
0140 408A053
27205.000 SQYD|
|
|
2.50000
0150 424A360
2585.000 TON |
|
|
86.00000
|
0160 424B650
2612.000 TON |
|
|
80.00000
|
0170 424B654
1500.000 TON |
|
Binder Layer, Patching, 3/4" Maximum
|
100.00000
|
0180 424B658
500.000 TON |
|
|
|
78.00000
58190.00|
|
|
|
|
|
68012.50|
|
|
|
|
|
222310.00|
|
|
|
|
|
|
|
208960.00|
|
|
|
|
|
|
|
150000.00|
|
|
|
|
|
|
|
39000.00|
|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 035 -4
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 424B692
200.000 TON |
115.00000
23000.00|
|
|
|
|
|
|
|
|
0200 424C360
150.000 TON |
|
ESAL Range C/D
|
0210 502A000
Steel Reinforcement
115.00000
|
|
|
17250.00|
|
|
|
|
|
|
|
1852.000
LB
|
|
2.31000
4278.12|
|
|
|
0220 530A000
18.000
LF
|
|
188.67000
3396.06|
|
|
|
0230 530A001
99.000
LF
|
|
113.20000
11206.80|
|
|
|
0240 534E001
1000.000 LF
|
|
12.26000
12260.00|
|
|
|
|
|
|
0250 600A000
Mobilization
LUMP|
|
325000.00000
325000.00|
|
|
|
0260 601A000
1.000 EACH|
|
Laboratories
|
1500.00000
1500.00|
|
|
|
|
|
52395.00|
|
|
|
0270 606A000
6" Underdrain Pipe
1500.000
LF
|
|
34.93000
DATE : 04/07/10
PAGE : 035 -5
TABULATION OF BIDS
CALL ORDER
: 035
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0280 618A001
2284.000 SQYD|
63.40000
144805.60|
|
|
|
|
0290 618B002
1440.000
Concrete Driveway, 6" Thick
SQYD|
|
70.32000
101260.80|
|
|
|
0300 620A000
39.000
CUYD|
|
1729.09000
67434.51|
|
|
|
0310 621A011
15.000
EACH|
|
3227.63000
48414.45|
|
|
|
0320 621B011
20.000
Junction Box Units, Type 1 Or 1P
EACH|
|
864.55000
17291.00|
|
|
|
0330 621C008
Inlets, Type E
1.000
EACH|
|
7492.72000
7492.72|
|
|
|
0340 621C015
21.000
EACH|
|
3227.63000
67780.23|
|
|
|
0350 621C035
6.000
Inlets, Type B (Surface Grates)
EACH|
|
2997.09000
17982.54|
|
|
|
0360 621C040
Inlets, Type B (Partial)
EACH|
|
2305.45000
2305.45|
|
|
|
0370 621C114
14.000 EACH|
Inlets, Type S1 Or S3 (1 Wing) (Partial |
2305.45000
32276.30|
|
|
|
1.000
0380 621D001
Inlet Units, Type B
2.000
EACH|
|
864.55000
1729.10|
|
|
|
0390 621D008
Inlet Units, Type E
1.000
EACH|
|
1095.09000
1095.09|
|
|
|
0400 621D015
7.000
EACH|
|
864.54000
6051.78|
|
|
|
DATE : 04/07/10
PAGE : 035 -6
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0410 623A007
1115.000 LF |
38.90000
43373.50|
|
|
|
|
0420 623C003
5513.000
(Modified)
LF
|
|
13.20000
|
0430 641A514
104.000 LF
1 Inch Copper Water Service Line Laid
72771.60|
|
|
|
|
|
|
|
103.75000
10790.00|
|
|
|
EACH|
|
1729.09000
6916.36|
|
|
|
0450 641J600
6.000 EACH|
Double Check Backflow Assembly And Vaul |
576.36000
3458.16|
|
|
|
0440 641E500
Fire Hydrant Reset
0460 641P520
1 Inch Service Tap
4.000
6.000
EACH|
|
1095.09000
6570.54|
|
|
|
0470 641Q515
6.000
1 Inch Water Meter And Box Set
EACH|
|
345.82000
2074.92|
|
|
|
0480 641S500
Valve Box Reset
40.000
EACH|
|
206.50000
8260.00|
|
|
|
0490 645K500
34.000
EACH|
|
897.67000
30520.78|
|
|
|
0500 650A000
Topsoil
430.000
CUYD|
|
35.76000
15376.80|
|
|
|
0510 654A005
3891.000
Solid Sodding (Emerald Zoysia)
SQYD|
|
5.76000
22412.16|
|
|
|
0520 665E000
Polyethylene
1000.000
SQYD|
|
0.90000
900.00|
|
|
|
100.000
EACH|
|
5.30000
530.00|
|
|
|
0530 665G000
Sand Bags
DATE : 04/07/10
PAGE : 035 -7
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0540 665J002
2800.000 LF |
3.92000
10976.00|
|
Silt Fence
|
|
|
0550 665O001
Silt Fence Removal
2800.000
LF
|
|
0.40000
1120.00|
|
|
|
0560 665P005
39.000
EACH|
|
409.22000
15959.58|
|
|
|
0570 665Q002
Wattle
595.000
LF
|
|
8.53000
5075.35|
|
|
|
0580 674A000
8000.000
LF
|
|
7.57000
60560.00|
|
|
|
0590 680A000
LUMP|
|
31000.00000
31000.00|
|
|
|
0600 698A000
LUMP|
to $ 86,500.00)
|
17300.00000
17300.00|
|
|
|
|
|
0610 701A030
2.000 MILE|
|
Stripe
|
2452.61000
4905.22|
|
|
|
|
|
0620 701A034
2.000 MILE|
Stripe
|
2452.61000
4905.22|
|
|
|
|
|
0630 701A039
2.000 MILE|
Broken White, Class 2T, Type A Traffic |
Stripe
|
1778.14000
3556.28|
|
|
|
|
|
0640 701A044
2.000 MILE|
Stripe
|
1778.14000
3556.28|
|
|
|
|
|
DATE : 04/07/10
PAGE : 035 -8
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0650 701B007
71.000 LF |
2.45000
173.95|
|
Dotted, Class 2T, Type A Traffic Stripe |
|
|
0660 701C000
2.000
MILE|
|
1226.31000
2452.62|
|
|
|
0670 701C001
3.000
MILE|
|
1226.31000
3678.93|
|
|
|
0680 703A002
11000.000 SQFT|
A
|
4.91000
54010.00|
|
|
|
|
|
0690 703B002
2500.000 SQFT|
4.91000
12275.00|
|
|
|
0700 703D001
25000.000
SQFT|
|
1.23000
30750.00|
|
|
|
0710 705A030
105.000 EACH|
|
6.74000
707.70|
|
|
|
0720 705A031
105.000 EACH|
|
6.74000
707.70|
|
|
|
0730 705A037
125.000 EACH|
|
6.74000
842.50|
|
|
|
0740 710A115
53.000 SQFT|
|
30.66000
1624.98|
|
|
|
|
|
|
|
1257.06|
|
|
|
|
|
|
|
|
0750 710A126
41.000 SQFT|
|
|
|
30.66000
DATE : 04/07/10
PAGE : 035 -9
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0760 730A000
LUMP|
2000.00000
2000.00|
|
|
|
|
Unit ( Madison Ave. @ N. Decatur St. )
|
|
|
0770 730A001
LUMP|
|
Unit ( Madison Ave. @ N. Union St. )
|
2000.00000
2000.00|
|
|
|
|
|
0780 730C000
Control Unit ( Madison Ave. @ N.
Decatur St. )
8700.00000
8700.00|
|
|
|
|
|
|
|
|
|
8700.00|
|
|
|
|
|
|
|
LUMP|
|
0790 730C001
LUMP|
|
Control Unit ( Madison Ave. @ N. Union
St. )
|
8700.00000
|
0800 730E000
7.000 EACH|
|
2200.00000
15400.00|
|
|
|
0810 730F000
3.000 EACH|
Metal Traffic Signal Pole With 40 ft.
|
Mast Arm
|
6000.00000
18000.00|
|
|
|
|
|
0820 730F001
1.000 EACH|
Metal Traffic Signal Pole With 45 Ft.
|
Mast Arm
|
7000.00000
7000.00|
|
|
|
|
|
0830 730F002
3.000 EACH|
Metal Traffic Signal Pole With 50 Ft.
|
Mast Arm
|
7900.00000
23700.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 035 -10
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0840 730K000
8.000 EACH|
260.00000
2080.00|
|
|
|
|
0850 730L003
170.000
LF
|
|
5.00000
850.00|
|
|
|
0860 730L005
1300.000
LF
|
|
7.50000
9750.00|
|
|
|
0870 730N010
7.000 EACH|
Luminaire Extension Assembly, 6 Ft.
|
2350.00000
16450.00|
|
|
|
660.00000
11880.00|
|
|
|
|
|
1130.00|
|
|
|
|
|
0880 730P022
18.000
Section, Type LED
EACH|
|
|
0890 730P024
1.000
Section, Type LED
EACH|
|
1130.00000
|
0900 730Q011
16.000
EACH|
|
725.00000
11600.00|
|
|
|
0910 730R051
2.000
Controller Assembly, 170, 4 Phase
EACH|
|
11000.00000
22000.00|
|
|
|
0920 730U015
LUMP|
|
20000.00000
20000.00|
|
|
|
EACH|
|
475.00000
950.00|
|
|
|
|
|
6.50000
552.50|
|
|
|
0950 734F002
2.000 EACH|
Distribution Hardware SFDU 12 Fiber
|
190.00000
380.00|
|
|
|
0930 734C001
Drop Kit, Factory Produced
2.000
0940 734E029
85.000
Conduit PVC Schedule 40 1 1/4 Inch
LF
DATE : 04/07/10
PAGE : 035 -11
TABULATION OF BIDS
CALL ORDER
: 035
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0960 734H010
8.000 EACH|
47.00000
376.00|
|
Patch Cord Simplex SM ST 1 Meter
|
|
|
0970 734N021
2.000 EACH|
Fiber Optic Transceiver, RS-232 Remote |
W/ Power
|
0980 740B000
Construction Signs
1750.00000
3500.00|
|
|
|
|
|
860.000
SQFT|
|
7.97000
6854.20|
|
|
|
64.000
SQFT|
|
8.58000
549.12|
|
|
|
1000 740C002
30.000 SQFT|
|
Plaque)
|
8.58000
257.40|
|
|
|
|
|
0990 740C000
1010 740D000
Channelizing Drums
150.000
EACH|
|
75.54000
11331.00|
|
|
|
1020 740E000
50.000
EACH|
|
7.42000
371.00|
|
|
|
1030 740F002
12.000
EACH|
|
229.32000
2751.84|
|
|
|
1040 740I005
12.000 EACH|
110.61000
1327.32|
|
|
|
EACH|
|
5.52000
276.00|
|
|
|
1060 741C010
2.000 EACH|
|
Sign Unit
|
3065.76000
6131.52|
|
|
|
|
|
1050 740M001
Ballast For Cone
50.000
DATE : 04/07/10
PAGE : 035 -12
TABULATION OF BIDS
CALL ORDER
: 035
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 23024
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1070 742A001
2.000 EACH|
9565.18000
19130.36|
|
|
|
1080 756A022
35.000 LF
4" Electrical Conduit, 1 Line, Type 5
Installation
1090 756A028
520.000 LF
Installation
|
|
40.35000
|
|
|
|
51.87000
1412.25|
|
|
|
|
|
26972.40|
|
|
|
|
|
SECTION TOTALS
|
$ 2,714,965.15|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 2,714,965.15|
$
378,013.57|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 036 -1
VENDOR RANKING
CALL ORDER
: 036
DIVISION
: 02
CONTRACT TIME :
30
Working Days
RURAL
(2 sites) and on J.C. Mauldin Highway at sites as indicated
by the plans. Length 5.629 mi.
COUNTIES : LAUDERDALE
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
19074
$
494,656.14 100.0000%
2
01096
$
534,838.36 108.1233%
3
14031
$
558,488.00 112.9043%
4
11014
$
575,445.00 116.3323%
5
18031
ROGERS GROUP, INC.
$
630,393.32 127.4407%
DATE : 04/07/10
PAGE : 036 -2
TABULATION OF BIDS
CALL ORDER
: 036
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 19074
|(
2 ) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 212A000
595.000 STA |
12.00000
7140.00|
10.76000
6402.20|
2.00000
1190.00
|
|
|
0020 405A000
Tack Coat
2171.000
GAL |
|
3.55000
7707.05|
|
3.26000
7077.46|
|
2.00000
4342.00
0030 407B000
6.000
Pavement
MILE|
|
300.00000
1800.00|
|
288.27000
1729.62|
|
1000.00000
6000.00
70.00000
37800.00
70.00000
7000.00
70.00000
380590.00
70.00000
7000.00
|
0040 424A340
540.000 TON |
|
|
|
58.52000
|
0050 424A346
100.000 TON |
|
|
60.80000
|
0060 424A360
5437.000 TON |
|
|
57.47000
|
0070 424A366
100.000 TON |
|
|
|
60.25000
31600.80|
|
|
70.37000
37999.80|
|
|
|
|
|
6080.00|
|
76.62000
7662.00|
|
|
|
|
|
312464.39|
|
65.64000
356884.68|
|
|
|
|
|
6025.00|
|
76.62000
7662.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 036 -3
TABULATION OF BIDS
CALL ORDER
: 036
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 600A000
LUMP|
7500.00000
7500.00|
6482.54000
6482.54|
6000.00000
6000.00
Mobilization
|
|
|
0090 650A000
Topsoil
720.000
CUYD|
|
15.00000
10800.00|
|
28.49000
20512.80|
|
17.00000
12240.00
0100 652A100
Seeding
8.000
ACRE|
|
715.00000
5720.00|
|
421.14000
3369.12|
|
1000.00000
8000.00
0110 652C000
Mowing
4.000
ACRE|
|
220.00000
880.00|
|
26.32000
105.28|
|
1000.00000
4000.00
0120 656A010
Mulching
4.000
ACRE|
|
715.00000
2860.00|
|
252.69000
1010.76|
|
1000.00000
4000.00
0130 698A000
LUMP|
to $ 25,500.00)
|
7500.00000
7500.00|
|
1.00000
1.00|
|
25500.00000
25500.00
0140 701A231
12.000 MILE|
|
Stripe
|
2750.00000
1450.00000
17400.00
0150 701A235
10.000 MILE|
|
Stripe
|
2750.00000
1450.00000
14500.00
0160 701A245
2.000 MILE|
Stripe
|
1320.00000
900.00000
1800.00
|
33000.00|
|
|
2491.00000
|
27500.00|
|
|
2491.00000
|
2640.00|
|
29892.00|
|
24910.00|
|
|
1325.00000
|
2650.00|
|
|
0170 701C000
2.000
MILE|
|
990.00000
1980.00|
|
795.00000
1590.00|
|
900.00000
1800.00
0180 701C001
10.000
MILE|
|
990.00000
9900.00|
|
826.80000
8268.00|
|
900.00000
9000.00
DATE : 04/07/10
PAGE : 036 -4
TABULATION OF BIDS
CALL ORDER
: 036
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 703A002
186.000 SQFT|
4.40000
818.40|
5.30000
985.80|
5.00000
930.00
|
|
A
|
|
|
0200 703B002
124.000 SQFT|
6.05000
750.20|
|
5.30000
657.20|
|
5.00000
620.00
0210 705A037
711.000 EACH|
|
5.50000
3910.50|
|
5.30000
3768.30|
|
6.00000
4266.00
0220 740B000
Construction Signs
470.000
SQFT|
|
11.34000
5329.80|
|
10.93000
5137.10|
|
8.00000
3760.00
0230 740E000
30.000
EACH|
|
15.00000
450.00|
|
1.30000
39.00|
|
15.00000
450.00
0240 740M001
Ballast For Cone
30.000
EACH|
|
10.00000
300.00|
|
1.39000
41.70|
|
10.00000
300.00
SECTION TOTALS
|
$
494,656.14|
$
534,838.36|
$
558,488.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
494,656.14|
$
534,838.36|
$
558,488.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 036 -5
TABULATION OF BIDS
CALL ORDER
: 036
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 212A000
595.000 STA |
40.00000
23800.00|
45.00000
26775.00|
|
|
|
0020 405A000
Tack Coat
2171.000
GAL |
|
3.00000
6513.00|
|
3.00000
6513.00|
|
0030 407B000
6.000
Pavement
MILE|
|
600.00000
3600.00|
|
1200.00000
7200.00|
|
|
0040 424A340
540.000 TON |
|
|
|
62.00000
|
0050 424A346
100.000 TON |
|
|
73.00000
|
0060 424A360
5437.000 TON |
|
|
63.00000
|
0070 424A366
100.000 TON |
|
|
|
73.00000
33480.00|
|
|
85.29000
46056.60|
|
|
|
|
|
7300.00|
|
75.00000
7500.00|
|
|
|
|
|
342531.00|
|
69.06000
375479.22|
|
|
|
|
|
7300.00|
|
70.00000
7000.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 036 -6
TABULATION OF BIDS
CALL ORDER
: 036
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 600A000
LUMP|
26000.00000
26000.00|
46100.00000
46100.00|
Mobilization
|
|
|
0090 650A000
Topsoil
720.000
CUYD|
|
12.00000
8640.00|
|
16.00000
11520.00|
|
0100 652A100
Seeding
8.000
ACRE|
|
750.00000
6000.00|
|
1500.00000
12000.00|
|
0110 652C000
Mowing
4.000
ACRE|
|
100.00000
400.00|
|
250.00000
1000.00|
|
0120 656A010
Mulching
4.000
ACRE|
|
750.00000
3000.00|
|
1500.00000
6000.00|
|
0130 698A000
LUMP|
to $ 25,500.00)
|
23000.00000
23000.00|
|
1.00000
1.00|
|
0140 701A231
12.000 MILE|
|
Stripe
|
2500.00000
0150 701A235
10.000 MILE|
|
Stripe
|
2500.00000
0160 701A245
2.000 MILE|
Stripe
|
1200.00000
|
30000.00|
|
|
2500.00000
|
25000.00|
|
|
2500.00000
|
2400.00|
|
30000.00|
|
25000.00|
|
|
1200.00000
|
2400.00|
|
|
0170 701C000
2.000
MILE|
|
900.00000
1800.00|
|
900.00000
1800.00|
|
0180 701C001
10.000
MILE|
|
900.00000
9000.00|
|
900.00000
9000.00|
|
DATE : 04/07/10
PAGE : 036 -7
TABULATION OF BIDS
CALL ORDER
: 036
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 703A002
186.000 SQFT|
4.00000
744.00|
4.00000
744.00|
|
|
A
|
|
|
0200 703B002
124.000 SQFT|
5.50000
682.00|
|
5.50000
682.00|
|
0210 705A037
711.000 EACH|
|
5.00000
3555.00|
|
5.00000
3555.00|
|
0220 740B000
Construction Signs
470.000
SQFT|
|
22.00000
10340.00|
|
7.25000
3407.50|
|
0230 740E000
30.000
EACH|
|
10.00000
300.00|
|
16.00000
480.00|
|
0240 740M001
Ballast For Cone
30.000
EACH|
|
2.00000
60.00|
|
6.00000
180.00|
|
SECTION TOTALS
|
$
575,445.00|
$
630,393.32|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
575,445.00|
$
630,393.32|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 037 -1
VENDOR RANKING
CALL ORDER
: 037
10:00 AM
DIVISION
: 02
CONTRACT TIME :
30
Working Days
at various sites in Sheffield as indicated by the plans.
Length 1.770 mi.
COUNTIES : COLBERT
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
19074
$
360,009.79 100.0000%
2
01096
$
401,361.91 111.4864%
3
11014
$
405,622.47 112.6698%
4
14031
$
427,276.61 118.6847%
5
18031
ROGERS GROUP, INC.
$
434,604.85 120.7203%
DATE : 04/07/10
PAGE : 037 -2
TABULATION OF BIDS
CALL ORDER
: 037
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2 ) 01096
|(
3 ) 11014
|JOE KEENUM EXCAVATION & CONST.,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401A006
30553.000 SQYD|
1.75000
53467.75|
1.68000
51329.04|
1.59000
48579.27
Bituminous Treatment G
|
|
|
0020 407B000
4.000
Pavement
MILE|
|
300.00000
|
1.12000
0040 424A360
2368.000 TON |
|
|
56.50000
0060 600A000
Mobilization
302.60000
|
0030 408A052
30553.000 SQYD|
|
|
34219.36|
|
64.50000
|
133792.00|
|
1210.40|
|
1.47000
44912.91|
|
2400.00
0.80000
24442.40
69.00000
163392.00
78.00000
7800.00
|
69.36000
164244.48|
|
|
|
|
|
6450.00|
|
600.00000
|
|
|
0050 424B653
100.000 TON |
|
|
1200.00|
|
150.98000
15098.00|
|
|
|
|
|
LUMP|
|
9000.00000
9000.00|
|
13799.85000
13799.85|
|
30000.00000
30000.00
0070 698A000
LUMP|
to $ 21,000.00)
|
8500.00000
8500.00|
|
1.00000
1.00|
|
21000.00000
21000.00
0080 701A230
4.000 MILE|
|
Stripe (5" Wide)
|
2970.00000
2700.00000
10800.00
|
11880.00|
|
|
|
3017.67000
12070.68|
|
|
DATE : 04/07/10
PAGE : 037 -3
TABULATION OF BIDS
CALL ORDER
: 037
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 11014
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A239
4.000 MILE|
2970.00000
11880.00|
3017.67000
12070.68|
2700.00000
10800.00
|
|
|
Stripe (5" Wide)
|
|
|
0100 701A244
3.000 MILE|
Stripe (5" Wide)
|
0110 701B207
350.000 LF
(5" Wide)
|
|
1650.00000
4950.00|
|
1676.48000
|
2.20000
|
770.00|
|
5029.44|
|
1500.00000
4500.00
2.00000
700.00
|
2.24000
|
784.00|
|
|
0120 701C000
7.000
MILE|
|
825.00000
5775.00|
|
838.24000
5867.68|
|
750.00000
5250.00
0130 701C001
5.000
MILE|
|
858.00000
4290.00|
|
871.77000
4358.85|
|
780.00000
3900.00
0140 703A002
9700.000 SQFT|
A
|
3.85000
37345.00|
|
3.91000
37927.00|
|
3.50000
33950.00
0150 703B002
851.000 SQFT|
4.18000
3557.18|
|
4.25000
3616.75|
|
3.80000
3233.80
0160 703D001
4580.000
SQFT|
|
1.10000
5038.00|
|
1.12000
5129.60|
|
1.00000
4580.00
0170 705A030
112.000 EACH|
|
5.50000
616.00|
|
5.59000
626.08|
|
5.00000
560.00
0180 705A031
158.000 EACH|
|
5.50000
869.00|
|
5.59000
883.22|
|
5.00000
790.00
0190 705A032
55.000 EACH|
|
5.50000
302.50|
|
5.59000
307.45|
|
5.00000
275.00
|
|
DATE : 04/07/10
PAGE : 037 -4
TABULATION OF BIDS
CALL ORDER
: 037
10:00 AM
DIVISION
: 02
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 11014
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 705A037
328.000 EACH|
5.50000
1804.00|
5.59000
1833.52|
5.00000
1640.00
|
|
|
0210 705A038
34.000 EACH|
|
5.50000
187.00|
|
5.59000
190.06|
|
5.00000
170.00
0220 740B000
Construction Signs
SQFT|
|
7.70000
15061.20|
|
7.82000
15295.92|
|
9.00000
17604.00
SQFT|
|
7.70000
485.10|
|
7.82000
492.66|
|
9.00000
567.00
0240 740C002
21.000 SQFT|
|
Plaque)
|
7.70000
161.70|
|
7.82000
164.22|
|
9.00000
189.00
1956.000
0230 740C000
63.000
|
|
0250 740D000
Channelizing Drums
50.000
EACH|
|
40.00000
2000.00|
|
30.05000
1502.50|
|
50.00000
2500.00
0260 740E000
50.000
EACH|
|
17.99000
899.50|
|
18.03000
901.50|
|
15.00000
750.00
0270 740M001
Ballast For Cone
50.000
EACH|
|
10.19000
509.50|
|
10.22000
511.00|
|
5.00000
250.00
0280 741C010
2.000 EACH|
|
Sign Unit
|
2500.00000
5000.00|
|
601.71000
1203.42|
|
2500.00000
5000.00
|
|
SECTION TOTALS
|
$
360,009.79|
$
401,361.91|
$
405,622.47
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
360,009.79|
$
401,361.91|
$
405,622.47
====================================================================================================================================
DATE : 04/07/10
PAGE : 037 -5
TABULATION OF BIDS
CALL ORDER
: 037
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 14031
|(
5
) 18031
|(
)
|NORTH ALABAMA PAVING, INC. |ROGERS GROUP, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401A006
30553.000 SQYD|
1.62000
49495.86|
1.85000
56523.05|
Bituminous Treatment G
|
|
|
0020 407B000
4.000
Pavement
MILE|
|
1000.00000
|
1.75000
0040 424A360
2368.000 TON |
|
|
69.50000
0060 600A000
Mobilization
1100.00000
|
0030 408A052
30553.000 SQYD|
|
|
53467.75|
|
69.50000
|
164576.00|
|
4400.00|
|
|
1.00000
|
|
0050 424B653
100.000 TON |
|
|
4000.00|
|
30553.00|
|
|
64.60000
152972.80|
|
|
|
|
|
6950.00|
|
125.00000
12500.00|
|
|
|
|
|
LUMP|
|
5000.00000
5000.00|
|
67625.00000
67625.00|
|
0070 698A000
LUMP|
to $ 21,000.00)
|
21000.00000
21000.00|
|
1.00000
1.00|
|
0080 701A230
4.000 MILE|
|
Stripe (5" Wide)
|
1450.00000
|
5800.00|
|
|
|
3350.00000
13400.00|
|
|
DATE : 04/07/10
PAGE : 037 -6
TABULATION OF BIDS
CALL ORDER
: 037
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 14031
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A239
4.000 MILE|
900.00000
3600.00|
1700.00000
6800.00|
|
|
|
Stripe (5" Wide)
|
|
|
0100 701A244
3.000 MILE|
Stripe (5" Wide)
|
0110 701B207
350.000 LF
(5" Wide)
|
|
900.00000
2700.00|
|
1700.00000
|
2.00000
|
700.00|
|
5100.00|
|
|
1.50000
|
525.00|
|
|
0120 701C000
7.000
MILE|
|
900.00000
6300.00|
|
900.00000
6300.00|
|
0130 701C001
5.000
MILE|
|
900.00000
4500.00|
|
950.00000
4750.00|
|
0140 703A002
9700.000 SQFT|
A
|
5.00000
48500.00|
|
4.00000
38800.00|
|
0150 703B002
851.000 SQFT|
5.00000
4255.00|
|
5.00000
4255.00|
|
0160 703D001
4580.000
SQFT|
|
3.00000
13740.00|
|
1.75000
8015.00|
|
0170 705A030
112.000 EACH|
|
6.00000
672.00|
|
5.00000
560.00|
|
0180 705A031
158.000 EACH|
|
6.00000
948.00|
|
5.00000
790.00|
|
0190 705A032
55.000 EACH|
|
6.00000
330.00|
|
5.00000
275.00|
|
|
|
DATE : 04/07/10
PAGE : 037 -7
TABULATION OF BIDS
CALL ORDER
: 037
10:00 AM
DIVISION
: 02
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 14031
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 705A037
328.000 EACH|
6.00000
1968.00|
5.00000
1640.00|
|
|
|
0210 705A038
34.000 EACH|
|
6.00000
204.00|
|
5.00000
170.00|
|
0220 740B000
Construction Signs
SQFT|
|
8.00000
15648.00|
|
7.00000
13692.00|
|
SQFT|
|
8.00000
504.00|
|
7.00000
441.00|
|
0240 740C002
21.000 SQFT|
|
Plaque)
|
8.00000
168.00|
|
7.00000
147.00|
|
1956.000
0230 740C000
63.000
|
|
0250 740D000
Channelizing Drums
50.000
EACH|
|
60.00000
3000.00|
|
45.00000
2250.00|
|
0260 740E000
50.000
EACH|
|
15.00000
750.00|
|
16.00000
800.00|
|
0270 740M001
Ballast For Cone
50.000
EACH|
|
10.00000
500.00|
|
6.00000
300.00|
|
0280 741C010
2.000 EACH|
|
Sign Unit
|
4000.00000
8000.00|
|
510.00000
1020.00|
|
|
|
SECTION TOTALS
|
$
427,276.61|
$
434,604.85|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
427,276.61|
$
434,604.85|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 038 -1
VENDOR RANKING
CALL ORDER
: 038
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
on CR-41 (Danville Road) at various locations as indicated
by the plans. Length 1.906 mi.
COUNTIES : MORGAN
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
290,228.63 100.0000%
2
18037
$
323,873.37 111.5925%
3
01096
$
470,860.81 162.2379%
DATE : 04/07/10
PAGE : 038 -2
TABULATION OF BIDS
CALL ORDER
: 038
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 01096
|WIREGRASS CONSTRUCTION COMP |REED CONTRACTING SERVICES, |APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
1435.000 GAL |
4.50000
6457.50|
2.77000
3974.95|
3.65000
5237.75
Tack Coat
|
|
|
0020 407B000
5.000
Pavement
MILE|
|
250.00000
|
0.82000
0040 408A052
37228.000 SQYD|
|
|
0.82000
0050 424A356
533.000 TON |
|
|
58.25000
0.90000
30526.96|
|
50.00000
150.00000
31047.25|
|
8717.40|
|
0.94000
34994.32|
|
67.40000
35924.20|
|
|
|
|
59.64000
183154.44|
|
|
|
|
|
7500.00|
|
1509.20
2.25000
21793.50
2.31000
85996.68
83.96000
44750.68
79.87000
245280.77
153.16000
7658.00
|
|
153550.00|
|
301.84000
|
|
|
|
7942.52|
|
2487.50|
|
|
|
|
0070 424B655
50.000 TON |
|
|
497.50000
|
0030 408A051
9686.000 SQYD|
|
|
0060 424A361
3071.000 TON |
|
|
1250.00|
|
92.66000
4633.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 038 -3
TABULATION OF BIDS
CALL ORDER
: 038
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 430B043
20.000 TON |
75.00000
1500.00|
48.99000
979.80|
115.05000
2301.00
|
|
|
Run)
|
|
|
0090 600A000
Mobilization
LUMP|
|
10000.00000
10000.00|
|
2880.83000
2880.83|
|
6937.25000
6937.25
0100 698A000
LUMP|
to $ 17,000.00)
|
3000.00000
3000.00|
|
0.01000
0.01|
|
1.00000
1.00
0110 701A030
1.000 MILE|
|
Stripe
|
1350.00000
1618.79000
1618.79
0120 701A034
4.000 MILE|
Stripe
|
1350.00000
1618.79000
6475.16
0130 701A039
3.000 MILE|
Stripe
|
900.00000
948.94000
2846.82
0140 701A044
3.000 MILE|
Stripe
|
900.00000
948.94000
2846.82
0150 701C000
5.000
MILE|
|
600.00000
3000.00|
|
918.75000
4593.75|
|
976.85000
4884.25
0160 701C001
5.000
MILE|
|
700.00000
3500.00|
|
945.00000
4725.00|
|
1004.76000
5023.80
|
1350.00|
|
|
1522.50000
|
5400.00|
|
|
1522.50000
|
2700.00|
|
6090.00|
|
|
892.50000
|
2700.00|
|
1522.50|
|
2677.50|
|
|
892.50000
|
2677.50|
|
|
DATE : 04/07/10
PAGE : 038 -4
TABULATION OF BIDS
CALL ORDER
: 038
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 703A002
1558.000 SQFT|
3.50000
5453.00|
4.73000
7369.34|
5.02000
7821.16
|
|
A
|
|
|
0180 703B002
315.000 SQFT|
3.50000
1102.50|
|
4.73000
1489.95|
|
5.02000
1581.30
0190 703D001
990.000
SQFT|
|
1.00000
990.00|
|
2.63000
2603.70|
|
2.79000
2762.10
0200 705A031
180.000 EACH|
|
4.50000
810.00|
|
6.04000
1087.20|
|
6.42000
1155.60
0210 705A032
150.000 EACH|
|
4.50000
675.00|
|
6.04000
906.00|
|
6.42000
963.00
0220 705A037
283.000 EACH|
|
4.50000
1273.50|
|
6.04000
1709.32|
|
6.42000
1816.86
0230 705A038
75.000 EACH|
|
4.50000
337.50|
|
6.04000
453.00|
|
6.42000
481.50
0240 730H001
Loop Wire
671.000
LF
|
|
1.90000
1274.90|
|
2.10000
1409.10|
|
2.23000
1496.33
0250 730I001
60.000
LF
|
|
9.50000
570.00|
|
10.50000
630.00|
|
11.16000
669.60
0260 731A002
1.000
Traffic Counting Units, Type C
EACH|
|
2375.00000
2375.00|
|
2625.00000
2625.00|
|
2791.01000
2791.01
0270 740B000
Construction Signs
308.000
SQFT|
|
8.00000
2464.00|
|
10.34000
3184.72|
|
8.28000
2550.24
32.000
SQFT|
|
8.00000
256.00|
|
9.80000
313.60|
|
8.28000
264.96
0290 740C002
6.000 SQFT|
|
Plaque)
|
8.00000
48.00|
|
9.79000
58.74|
|
8.28000
49.68
0280 740C000
|
|
DATE : 04/07/10
PAGE : 038 -5
TABULATION OF BIDS
CALL ORDER
: 038
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 740E000
50.000 EACH|
15.00000
750.00|
0.01000
0.50|
17.67000
883.50
|
|
|
0310 740M001
Ballast For Cone
50.000
EACH|
|
8.50000
425.00|
|
0.01000
0.50|
|
8.25000
412.50
SECTION TOTALS
|
$
290,228.63|
$
323,873.37|
$
470,860.81
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
290,228.63|
$
323,873.37|
$
470,860.81
====================================================================================================================================
DATE : 04/07/10
PAGE : 039 -1
VENDOR RANKING
CALL ORDER
: 039
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
on 8th Street SE & on Point Mallard Drive SE from 16th
Avenue
SE to Point Mallard Circle SE in Decatur. Length 2.043 mi.
COUNTIES : MORGAN
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
281,811.14 100.0000%
2
18037
$
304,952.36 108.2116%
3
01096
$
415,591.08 147.4715%
DATE : 04/07/10
PAGE : 039 -2
TABULATION OF BIDS
CALL ORDER
: 039
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
1482.000 GAL |
3.75000
5557.50|
2.67000
3956.94|
3.78000
5601.96
Tack Coat
|
|
|
0020 407B000
4.000
Pavement
MILE|
|
350.00000
|
0.82000
0040 408A052
28333.000 SQYD|
|
|
0.82000
0050 424A336
1027.000 TON |
|
|
58.75000
0.90000
23233.06|
|
47.50000
150.00000
60336.25|
|
16810.20|
|
0.75000
21249.75|
|
62.78000
64475.06|
|
|
|
|
57.46000
133881.80|
|
|
|
|
|
3750.00|
|
908.04
1.44000
26896.32
1.74000
49299.42
80.32000
82488.64
72.10000
167993.00
213.16000
5329.00
|
|
110675.00|
|
227.01000
|
|
|
|
15315.96|
|
2243.32|
|
|
|
|
0070 424B640
25.000 TON |
|
|
560.83000
|
0030 408A051
18678.000 SQYD|
|
|
0060 424A341
2330.000 TON |
|
|
1400.00|
|
89.40000
2235.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 039 -3
TABULATION OF BIDS
CALL ORDER
: 039
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 430B043
16.000 TON |
85.00000
1360.00|
47.26000
756.16|
220.85000
3533.60
|
|
|
Run)
|
|
|
0090 600A000
Mobilization
LUMP|
|
10584.73000
10584.73|
|
2765.34000
2765.34|
|
16052.58000
16052.58
0100 698A000
LUMP|
to $ 19,000.00)
|
4000.00000
4000.00|
|
0.01000
0.01|
|
0.00000
0.00
0110 701A030
5.000 MILE|
|
Stripe
|
1350.00000
1606.80000
8034.00
0120 701A034
5.000 MILE|
Stripe
|
1350.00000
1606.80000
8034.00
0130 701A039
3.000 MILE|
Stripe
|
900.00000
1071.20000
3213.60
0140 701A044
3.000 MILE|
Stripe
|
900.00000
1071.20000
3213.60
0150 701B009
300.000 LF |
(5" Wide)
|
1.50000
1.79000
537.00
714.13000
3570.65
0160 701C000
5.000
MILE|
|
|
6750.00|
|
|
1522.50000
|
6750.00|
|
|
1522.50000
|
2700.00|
|
892.50000
892.50000
3000.00|
|
2677.50|
|
|
2.10000
|
600.00000
2677.50|
|
|
|
450.00|
|
7612.50|
|
|
|
2700.00|
|
7612.50|
|
630.00|
|
|
918.75000
4593.75|
|
DATE : 04/07/10
PAGE : 039 -4
TABULATION OF BIDS
CALL ORDER
: 039
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 701C001
10.000 MILE|
700.00000
7000.00|
945.00000
9450.00|
833.16000
8331.60
|
|
|
0180 703A002
1311.000 SQFT|
A
|
3.50000
4588.50|
|
4.73000
4.17000
5466.87
0190 703B002
48.000 SQFT|
5.00000
240.00|
|
4.73000
227.04|
|
5.95000
285.60
0200 703D001
1078.000
SQFT|
|
1.00000
1078.00|
|
2.63000
2835.14|
|
1.19000
1282.82
0210 705A031
41.000 EACH|
|
4.50000
184.50|
|
6.04000
247.64|
|
5.36000
219.76
0220 705A032
102.000 EACH|
|
4.50000
459.00|
|
6.04000
616.08|
|
5.36000
546.72
0230 705A037
265.000 EACH|
|
4.50000
1192.50|
|
6.04000
1600.60|
|
5.36000
1420.40
0240 705A038
51.000 EACH|
|
4.50000
229.50|
|
6.04000
308.04|
|
5.36000
273.36
0250 730H001
Loop Wire
|
6201.03|
|
|
400.000
LF
|
|
1.90000
760.00|
|
2.10000
840.00|
|
2.69000
1076.00
0260 730I001
30.000
LF
|
|
9.50000
285.00|
|
10.50000
315.00|
|
0.39000
11.70
0270 731A000
1.000
Traffic Counting Units, Type A
EACH|
|
1464.64000
1464.64|
|
1618.82000
1618.82|
|
5389.68000
5389.68
0280 740B000
Construction Signs
618.000
SQFT|
|
7.00000
4326.00|
|
9.96000
6155.28|
|
7.86000
4857.48
32.000
SQFT|
|
7.00000
224.00|
|
9.46000
302.72|
|
7.86000
251.52
0290 740C000
DATE : 04/07/10
PAGE : 039 -5
TABULATION OF BIDS
CALL ORDER
: 039
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 740C002
6.000 SQFT|
7.00000
42.00|
9.44000
56.64|
7.86000
47.16
|
|
|
Plaque)
|
|
|
0310 740E000
50.000
EACH|
|
15.00000
750.00|
|
0.01000
0.50|
|
18.19000
909.50
0320 740M001
Ballast For Cone
50.000
EACH|
|
8.50000
425.00|
|
0.01000
0.50|
|
10.31000
515.50
SECTION TOTALS
|
$
281,811.14|
$
304,952.36|
$
415,591.08
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
281,811.14|
$
304,952.36|
$
415,591.08
====================================================================================================================================
DATE : 04/07/10
PAGE : 040 -1
VENDOR RANKING
CALL ORDER
: 040
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
on Country Club Road, SE from Point Mallard Parkway, SE
(SR-67) to Somerville Road, SE in Decatur. Length 1.303 mi.
COUNTIES : MORGAN
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
130,346.10 100.0000%
2
18037
$
146,978.83 112.7604%
3
01096
$
205,570.31 157.7111%
4
14031
$
208,385.25 159.8707%
DATE : 04/07/10
PAGE : 040 -2
TABULATION OF BIDS
CALL ORDER
: 040
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
601.000 GAL |
4.00000
2404.00|
2.67000
1604.67|
3.79000
2277.79
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
250.00000
|
0.82000
0040 424A336
1655.000 TON |
|
|
45.00000
0070 600A000
Mobilization
16445.10|
|
150.00000
|
75.00000
74475.00|
|
1031.94|
|
0.84000
16846.20|
|
61.37000
101567.35|
|
|
|
|
89.32000
2233.00|
|
|
|
|
|
750.00|
|
454.52
1.66000
33291.30
79.19000
131059.45
206.47000
5161.75
269.08000
2690.80
|
|
3750.00|
|
227.26000
|
|
|
0060 430B043
10.000 TON |
|
Run)
|
515.97000
|
0030 408A051
20055.000 SQYD|
|
|
0050 424B640
25.000 TON |
|
|
500.00|
|
69.72000
|
697.20|
|
|
LUMP|
|
12750.00000
12750.00|
|
2707.85000
2707.85|
|
8337.78000
8337.78
0080 698A000
LUMP|
to $ 8,200.00)
|
2000.00000
2000.00|
|
0.01000
0.01|
|
0.00000
0.00
|
|
DATE : 04/07/10
PAGE : 040 -3
TABULATION OF BIDS
CALL ORDER
: 040
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A030
3.000 MILE|
1350.00000
4050.00|
1522.50000
4567.50|
1629.85000
4889.55
|
|
|
Stripe
|
|
|
0100 701A034
3.000 MILE|
Stripe
|
0110 701C001
6.000
1350.00000
4050.00|
|
1522.50000
|
4567.50|
|
1629.85000
4889.55
|
MILE|
|
700.00000
4200.00|
|
945.00000
5670.00|
|
1011.63000
6069.78
0120 703A002
229.000 SQFT|
A
|
4.00000
916.00|
|
4.73000
1083.17|
|
5.06000
1158.74
0130 705A037
174.000 EACH|
|
5.00000
870.00|
|
6.04000
1050.96|
|
6.46000
1124.04
0140 740B000
Construction Signs
|
|
310.000
SQFT|
|
7.00000
2170.00|
|
9.65000
2991.50|
|
7.87000
2439.70
32.000
SQFT|
|
7.00000
224.00|
|
9.45000
302.40|
|
7.87000
251.84
0160 740C002
6.000 SQFT|
|
Plaque)
|
7.00000
42.00|
|
9.43000
56.58|
|
7.87000
47.22
0150 740C000
|
|
0170 740E000
50.000
EACH|
|
10.00000
500.00|
|
0.01000
0.50|
|
18.21000
910.50
0180 740M001
Ballast For Cone
50.000
EACH|
|
5.00000
250.00|
|
0.01000
0.50|
|
10.32000
516.00
SECTION TOTALS
|
$
130,346.10|
$
146,978.83|
$
205,570.31
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
130,346.10|
$
146,978.83|
$
205,570.31
====================================================================================================================================
DATE : 04/07/10
PAGE : 040 -4
TABULATION OF BIDS
CALL ORDER
: 040
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 14031
|(
)
|(
)
|NORTH ALABAMA PAVING, INC. |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
601.000 GAL |
2.00000
1202.00|
|
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
1000.00000
|
0030 408A051
20055.000 SQYD|
|
|
1.75000
0040 424A336
1655.000 TON |
|
|
82.00000
|
0050 424B640
25.000 TON |
|
|
|
0060 430B043
10.000 TON |
|
Run)
|
0070 600A000
Mobilization
75.00000
25.00000
2000.00|
|
|
|
|
|
35096.25|
|
|
|
|
|
135710.00|
|
|
|
|
|
|
|
1875.00|
|
|
|
|
|
|
|
250.00|
|
|
|
|
|
LUMP|
|
3500.00000
3500.00|
|
|
|
0080 698A000
LUMP|
to $ 8,200.00)
|
8200.00000
8200.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 040 -5
TABULATION OF BIDS
CALL ORDER
: 040
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 14031
|(
)
|(
)
|NORTH ALABAMA PAVING, INC. |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A030
3.000 MILE|
1450.00000
4350.00|
|
|
|
|
Stripe
|
|
|
0100 701A034
3.000 MILE|
Stripe
|
0110 701C001
6.000
1450.00000
4350.00|
|
|
|
|
|
MILE|
|
900.00000
5400.00|
|
|
|
0120 703A002
229.000 SQFT|
A
|
6.00000
1374.00|
|
|
|
|
|
0130 705A037
174.000 EACH|
|
6.00000
1044.00|
|
|
|
0140 740B000
Construction Signs
310.000
SQFT|
|
8.00000
2480.00|
|
|
|
32.000
SQFT|
|
8.00000
256.00|
|
|
|
0160 740C002
6.000 SQFT|
|
Plaque)
|
8.00000
48.00|
|
|
|
|
|
0150 740C000
0170 740E000
50.000
EACH|
|
15.00000
750.00|
|
|
|
0180 740M001
Ballast For Cone
50.000
EACH|
|
10.00000
500.00|
|
|
|
SECTION TOTALS
|
$
208,385.25|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
208,385.25|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 041 -1
VENDOR RANKING
CALL ORDER
: 041
10:00 AM
DIVISION
: 04
CONTRACT TIME :
80
Working Days
on various city streets in Auburn as indicated by the plans.
Length 4.042 mi.
COUNTIES : LEE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
04016
D & J ENTERPRISES, INC.
$
1,412,385.30 100.0000%
2
05002
EAST ALABAMA PAVING COMPANY, INC.
$
1,424,109.56 100.8301%
DATE : 04/07/10
PAGE : 041 -2
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2 ) 05002
|(
)
|D & J ENTERPRISES, INC.
|EAST ALABAMA PAVING CO., IN |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
4000.00000
4000.00|
4000.00000
4000.00|
|
|
|
Allowable Bid $ 4,000.00 Per Acre)
(Approx. 1 Acre)
|
|
|
|
0020 206C002
50.000
SQYD|
|
0030 206D003
LF
|
|
10.50000
525.00|
|
20.00000
1000.00|
|
|
|
5.25000
23152.50|
|
2.00000
8820.00|
|
6.000
EACH|
|
525.00000
3150.00|
|
400.00000
2400.00|
|
843.000
CUYD|
|
6.30000
5310.90|
|
14.00000
11802.00|
|
0060 210D001
250.000
Measurement)
CUYD|
|
12.60000
3150.00|
|
18.00000
4500.00|
|
0040 206E001
Removing Inlets
0050 210A000
0070 214A000
4410.000
|
6.000
|
|
CUYD|
|
21.00000
126.00|
|
30.00000
180.00|
|
0080 301A012
5775.000 SQYD|
|
5.90000
34072.50|
|
7.00000
40425.00|
|
0090 401B108
68275.000 SQYD|
|
Additive)
|
2.75000
|
187756.25|
|
|
|
1.80000
122895.00|
|
|
DATE : 04/07/10
PAGE : 041 -3
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 405A000
1785.000 GAL |
5.25000
9371.25|
3.00000
5355.00|
Tack Coat
|
|
|
0110 407B000
10.000
Pavement
MILE|
|
300.00000
|
6.00000
0130 408A052
33500.000 SQYD|
|
|
1.35000
0140 408A053
2515.000 SQYD|
|
|
4.15000
0150 408A054
15010.000 SQYD|
|
|
2.10000
0160 424A360
8152.000 TON |
|
|
68.00000
3360.00|
|
45225.00|
|
5.00000
1.80000
2.00000
68.00000
5030.00|
|
|
2.25000
|
554336.00|
|
60300.00|
|
|
|
31521.00|
|
2800.00|
|
|
|
10437.25|
|
5000.00|
|
|
|
|
|
500.00000
|
0120 408A051
560.000 SQYD|
|
|
0170 424A366
200.000 TON |
|
|
3000.00|
|
33772.50|
|
|
77.08000
628356.16|
|
|
|
|
|
13600.00|
|
82.08000
16416.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 041 -4
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 424A369
100.000 TON |
68.00000
6800.00|
82.08000
8208.00|
|
|
|
|
|
|
|
0190 424B650
486.000 TON |
|
|
|
65.00000
|
0200 424B654
585.000 TON |
|
|
116.00000
|
0210 424B658
234.000 TON |
|
|
65.00000
|
0220 424B680
667.000 TON |
|
|
65.00000
|
0230 430B043
120.000 TON |
|
Run)
|
30.00000
31590.00|
|
|
71.79000
34889.94|
|
|
|
|
|
67860.00|
|
107.00000
62595.00|
|
|
|
|
|
15210.00|
|
74.96000
17540.64|
|
|
|
|
|
43355.00|
|
74.96000
49998.32|
|
|
|
|
|
3600.00|
|
|
30.00000
3600.00|
|
|
DATE : 04/07/10
PAGE : 041 -5
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0240 530A000
8.000 LF |
30.00000
240.00|
40.00000
320.00|
|
|
|
0250 530A002
8.000
LF
|
|
40.00000
320.00|
|
50.00000
400.00|
|
0260 530A003
39.000
LF
|
|
45.00000
1755.00|
|
75.00000
2925.00|
|
0270 530B014
8.000 LF
3 R.C.) (Extension)
|
|
85.00000
680.00|
|
80.00000
640.00|
|
|
0280 600A000
Mobilization
|
|
LUMP|
|
5000.00000
5000.00|
|
5000.00000
5000.00|
|
CUYD|
|
375.00000
9375.00|
|
325.00000
8125.00|
|
0300 619B018
1.000 EACH|
|
Treatment, Class 1
|
1600.00000
1600.00|
|
1050.00000
1050.00|
|
0290 614A000
Slope Paving
0310 620A000
25.000
|
|
5.000
CUYD|
|
325.00000
1625.00|
|
1000.00000
5000.00|
|
0320 621A011
4.000
EACH|
|
2400.00000
9600.00|
|
3150.00000
12600.00|
|
0330 621C015
3.000
EACH|
|
2600.00000
7800.00|
|
3000.00000
9000.00|
|
0340 621C017
2.000
EACH|
|
2900.00000
5800.00|
|
3200.00000
6400.00|
|
0350 621C094
2.000
Inlets, Type S1 Or S3 (Partial)
EACH|
|
2400.00000
4800.00|
|
2750.00000
5500.00|
|
DATE : 04/07/10
PAGE : 041 -6
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0360 621C109
1.000 EACH|
4800.00000
4800.00|
4500.00000
4500.00|
Inlets, Type PD
|
|
|
0370 623C003
4410.000
(Modified)
0380 641S500
Valve Box Reset
LF
|
|
11.50000
|
50715.00|
|
12.00000
|
52920.00|
|
|
20.000
EACH|
|
250.00000
5000.00|
|
300.00000
6000.00|
|
0390 645K500
20.000
EACH|
|
675.00000
13500.00|
|
750.00000
15000.00|
|
0400 650A000
Topsoil
150.000
CUYD|
|
12.50000
1875.00|
|
30.00000
4500.00|
|
0410 652A100
Seeding
1.000
ACRE|
|
950.00000
950.00|
|
1000.00000
1000.00|
|
0420 656A010
Mulching
1.000
ACRE|
|
950.00000
950.00|
|
1000.00000
1000.00|
|
0430 665A000
Temporary Seeding
1.000
ACRE|
|
550.00000
550.00|
|
600.00000
600.00|
|
0440 665B000
Temporary Mulching
1.000
ACRE|
|
550.00000
550.00|
|
600.00000
600.00|
|
0450 665G000
Sand Bags
41.000
EACH|
|
10.00000
410.00|
|
8.00000
328.00|
|
0460 665J002
Silt Fence
2965.000
LF
|
|
3.00000
8895.00|
|
4.00000
11860.00|
|
0470 665O001
Silt Fence Removal
2965.000
LF
|
|
1.00000
2965.00|
|
2.00000
5930.00|
|
94.000
LF
|
|
10.00000
940.00|
|
8.00000
752.00|
|
0480 665Q002
Wattle
DATE : 04/07/10
PAGE : 041 -7
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0490 666A001
1.000 ACRE|
50.00000
50.00|
0.00000
0.00|
|
|
|
0500 698A000
LUMP|
to $ 37,500.00)
|
10000.00000
0510 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
4350.00000
0520 701A230
6.000 MILE|
|
Stripe (5" Wide)
|
4250.00000
0530 701A239
4.000 MILE|
|
Stripe (5" Wide)
|
2700.00000
0540 701A244
3.000 MILE|
Stripe (5" Wide)
|
2700.00000
0550 701B207
2430.000 LF
(5" Wide)
|
|
10000.00|
|
0.00000
|
8700.00|
|
|
3600.00000
|
25500.00|
|
3500.00000
2200.00000
|
4131.00|
|
8800.00|
|
|
2200.00000
|
1.70000
21000.00|
|
|
|
8100.00|
|
7200.00|
|
|
|
10800.00|
|
0.00|
|
6600.00|
|
|
1.40000
|
3402.00|
|
|
0560 701C000
10.000
MILE|
|
1025.00000
10250.00|
|
850.00000
8500.00|
|
0570 701C001
14.000
MILE|
|
1190.00000
16660.00|
|
980.00000
13720.00|
|
DATE : 04/07/10
PAGE : 041 -8
TABULATION OF BIDS
CALL ORDER
: 041
DIVISION
: 04
10:00 AM
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0580 703A002
3087.000 SQFT|
5.60000
17287.20|
4.60000
14200.20|
|
|
A
|
|
|
0590 703B002
562.000 SQFT|
7.15000
4018.30|
|
5.90000
3315.80|
|
0600 703D001
3685.000
SQFT|
|
3.85000
14187.25|
|
3.20000
11792.00|
|
0610 705A030
226.000 EACH|
|
7.25000
1638.50|
|
6.00000
1356.00|
|
0620 705A031
227.000 EACH|
|
7.25000
1645.75|
|
6.00000
1362.00|
|
0630 705A032
139.000 EACH|
|
7.25000
1007.75|
|
6.00000
834.00|
|
0640 705A037
408.000 EACH|
|
7.25000
2958.00|
|
6.00000
2448.00|
|
0650 705A038
74.000 EACH|
|
7.25000
536.50|
|
6.00000
444.00|
|
0660 730H001
Loop Wire
2474.000
LF
|
|
4.25000
10514.50|
|
3.50000
8659.00|
|
0670 730I001
330.000
LF
|
|
1.85000
610.50|
|
1.50000
495.00|
|
0680 740B000
Construction Signs
934.000
SQFT|
|
13.00000
12142.00|
|
10.00000
9340.00|
|
64.000
SQFT|
|
14.40000
921.60|
|
10.00000
640.00|
|
0700 740C002
12.000 SQFT|
|
Plaque)
|
14.40000
172.80|
|
14.00000
168.00|
|
0690 740C000
|
|
DATE : 04/07/10
PAGE : 041 -9
TABULATION OF BIDS
CALL ORDER
: 041
10:00 AM
DIVISION
: 04
COUNTIES : LEE
====================================================================================================================================
|(
1 ) 04016
|(
2
) 05002
|(
)
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0710 740D000
100.000 EACH|
50.00000
5000.00|
50.00000
5000.00|
Channelizing Drums
|
|
|
0720 740E000
50.000
EACH|
|
16.00000
800.00|
|
15.00000
750.00|
|
0730 740M001
Ballast For Cone
50.000
EACH|
|
11.00000
550.00|
|
15.00000
750.00|
|
1.000
EACH|
|
3000.00000
3000.00|
|
1500.00000
1500.00|
|
0740 740O000
Pilot Car
SECTION TOTALS
|
$ 1,412,385.30|
$ 1,424,109.56|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,412,385.30|
$ 1,424,109.56|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 043 -1
VENDOR RANKING
CALL ORDER
: 043
10:00 AM
DIVISION
: 02
CONTRACT TIME :
30
Working Days
for constructing the Resurfacing and Traffic Stripe in
Tuscumbia at various sites as indicated by the plans.
Length 1.2150 mi.
COUNTIES : COLBERT
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
19074
$
261,182.69 100.0000%
2
01096
$
272,856.75 104.4697%
3
14031
$
303,050.18 116.0300%
4
11014
$
313,124.78 119.8873%
5
18031
ROGERS GROUP, INC.
$
320,239.75 122.6114%
DATE : 04/07/10
PAGE : 043 -2
TABULATION OF BIDS
CALL ORDER
: 043
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2 ) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B108
28168.000 SQYD|
1.88000
52955.84|
1.80000
50702.40|
1.76000
49575.68
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
75.000
GAL |
|
3.55000
266.25|
|
4.45000
333.75|
|
2.00000
150.00
0030 407B000
3.000
Pavement
MILE|
|
300.00000
900.00|
|
206.84000
620.52|
|
1000.00000
3000.00
69.50000
155888.50
69.50000
27800.00
|
0040 424A340
2243.000 TON |
|
|
54.90000
|
0050 424B642
400.000 TON |
|
|
0060 600A000
Mobilization
|
62.90000
|
123140.70|
|
|
67.35000
151066.05|
|
|
|
|
|
25160.00|
|
71.74000
28696.00|
|
|
|
|
|
LUMP|
|
8000.00000
8000.00|
|
7530.74000
7530.74|
|
6000.00000
6000.00
0070 698A000
LUMP|
to $ 12,100.00)
|
7000.00000
7000.00|
|
1.00000
1.00|
|
12100.00000
12100.00
0080 701A235
3.000 MILE|
|
Stripe
|
2750.00000
1450.00000
4350.00
|
8250.00|
|
|
|
2795.41000
8386.23|
|
|
DATE : 04/07/10
PAGE : 043 -3
TABULATION OF BIDS
CALL ORDER
: 043
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
1 ) 19074
|(
2
) 01096
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A240
1.000 MILE|
1375.00000
1375.00|
1397.70000
1397.70|
850.00000
850.00
|
|
|
Stripe
|
|
|
0100 701C000
2.000
MILE|
|
935.00000
1870.00|
|
950.44000
1900.88|
|
900.00000
1800.00
0110 701C001
5.000
MILE|
|
935.00000
4675.00|
|
950.44000
4752.20|
|
900.00000
4500.00
2.20000
1320.00|
|
2.24000
1344.00|
|
2.00000
1200.00
6.00000
17700.00
0120 701G014
600.000 LF
Solid White, Class 1, Type B Traffic
Stripe
|
|
|
|
11357.50|
|
|
0130 703A002
2950.000 SQFT|
A
|
3.85000
3.91000
0140 740B000
Construction Signs
492.000
SQFT|
|
7.70000
3788.40|
|
7.83000
3852.36|
|
8.00000
3936.00
0150 740D000
Channelizing Drums
20.000
EACH|
|
50.00000
1000.00|
|
6.41000
128.20|
|
60.00000
1200.00
0160 740E000
200.000
EACH|
|
16.35000
3270.00|
|
2.19000
438.00|
|
15.00000
3000.00
0170 740M001
Ballast For Cone
200.000
EACH|
|
9.27000
1854.00|
|
0.50000
100.00|
|
10.00000
2000.00
0180 741C010
2.000 EACH|
|
Sign Unit
|
2500.00000
5000.00|
|
36.11000
72.22|
|
4000.00000
8000.00
|
|
11534.50|
|
|
|
SECTION TOTALS
|
$
261,182.69|
$
272,856.75|
$
303,050.18
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
261,182.69|
$
272,856.75|
$
303,050.18
====================================================================================================================================
DATE : 04/07/10
PAGE : 043 -4
TABULATION OF BIDS
CALL ORDER
: 043
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B108
28168.000 SQYD|
1.71000
48167.28|
2.00000
56336.00|
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
75.000
GAL |
|
3.00000
225.00|
|
3.00000
225.00|
|
0030 407B000
3.000
Pavement
MILE|
|
600.00000
1800.00|
|
1100.00000
3300.00|
|
|
0040 424A340
2243.000 TON |
|
|
69.00000
|
0050 424B642
400.000 TON |
|
|
0060 600A000
Mobilization
|
85.00000
|
154767.00|
|
|
70.75000
158692.25|
|
|
|
|
|
34000.00|
|
75.00000
30000.00|
|
|
|
|
|
LUMP|
|
17000.00000
17000.00|
|
31150.00000
31150.00|
|
0070 698A000
LUMP|
to $ 12,100.00)
|
12100.00000
12100.00|
|
1.00000
1.00|
|
0080 701A235
3.000 MILE|
|
Stripe
|
2700.00000
|
8100.00|
|
|
|
2700.00000
8100.00|
|
|
DATE : 04/07/10
PAGE : 043 -5
TABULATION OF BIDS
CALL ORDER
: 043
DIVISION
: 02
10:00 AM
COUNTIES : COLBERT
====================================================================================================================================
|(
4 ) 11014
|(
5
) 18031
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A240
1.000 MILE|
1800.00000
1800.00|
1800.00000
1800.00|
|
|
|
Stripe
|
|
|
0100 701C000
2.000
MILE|
|
1000.00000
2000.00|
|
1000.00000
2000.00|
|
0110 701C001
5.000
MILE|
|
1000.00000
5000.00|
|
1000.00000
5000.00|
|
2.00000
1200.00|
|
2.00000
1200.00|
|
0120 701G014
600.000 LF
Solid White, Class 1, Type B Traffic
Stripe
|
|
|
|
12537.50|
|
|
0130 703A002
2950.000 SQFT|
A
|
4.25000
4.25000
0140 740B000
Construction Signs
492.000
SQFT|
|
9.00000
4428.00|
|
7.00000
3444.00|
|
0150 740D000
Channelizing Drums
20.000
EACH|
|
50.00000
1000.00|
|
50.00000
1000.00|
|
0160 740E000
200.000
EACH|
|
15.00000
3000.00|
|
16.00000
3200.00|
|
0170 740M001
Ballast For Cone
200.000
EACH|
|
5.00000
1000.00|
|
6.00000
1200.00|
|
0180 741C010
2.000 EACH|
|
Sign Unit
|
2500.00000
5000.00|
|
527.00000
1054.00|
|
|
|
12537.50|
|
|
|
SECTION TOTALS
|
$
313,124.78|
$
320,239.75|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
313,124.78|
$
320,239.75|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 044 -1
VENDOR RANKING
CALL ORDER
: 044
10:00 AM
DIVISION
: 02
CONTRACT TIME :
30
Working Days
in Florence at various sites as indicated on the plans.
Length 1.404 mi.
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
19074
$
335,499.88 100.0000%
2
11014
$
389,068.18 115.9667%
3
18031
ROGERS GROUP, INC.
$
410,814.18 122.4484%
4
14031
$
412,901.25 123.0705%
5
01096
$
458,152.67 136.5582%
DATE : 04/07/10
PAGE : 044 -2
TABULATION OF BIDS
CALL ORDER
: 044
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 19074
|(
2 ) 11014
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
112.000 SQYD|
10.00000
1120.00|
10.00000
1120.00|
10.00000
1120.00
|
|
|
0020 209A000
16.000
EACH|
|
250.00000
4000.00|
|
150.00000
2400.00|
|
120.00000
1920.00
0030 401B108
37500.000 SQYD|
|
Additive)
|
1.76000
66000.00|
|
1.60000
60000.00|
|
1.85000
69375.00
0040 405A000
Tack Coat
|
|
100.000
GAL |
|
3.55000
355.00|
|
3.00000
300.00|
|
3.00000
300.00
0050 407B000
3.000
Pavement
MILE|
|
300.00000
900.00|
|
600.00000
1800.00|
|
1200.00000
3600.00
1.45000
54375.00
71.00000
179701.00
110.00000
11000.00
|
|
0060 408A052
37500.000 SQYD|
|
|
0.99000
0070 424A360
2531.000 TON |
|
|
59.21000
|
0.80000
|
|
0080 424B655
100.000 TON |
|
|
37125.00|
|
|
62.41000
149860.51|
|
30000.00|
|
|
72.00000
182232.00|
|
|
|
|
|
6241.00|
|
85.00000
8500.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 044 -3
TABULATION OF BIDS
CALL ORDER
: 044
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 19074
|(
2
) 11014
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 600A000
LUMP|
9500.00000
9500.00|
33500.00000
33500.00|
39300.00000
39300.00
Mobilization
|
|
|
0100 618A000
112.000
SQYD|
|
35.00000
3920.00|
|
30.00000
3360.00|
|
45.00000
5040.00
0110 698A000
LUMP|
to $ 16,000.00)
|
5000.00000
5000.00|
|
16000.00000
16000.00|
|
1.00000
1.00
0120 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3010.00000
2800.00000
5600.00
0130 701A230
1.000 MILE|
|
Stripe (5" Wide)
|
3010.00000
2800.00000
2800.00
0140 701A239
1.000 MILE|
|
Stripe (5" Wide)
|
1935.00000
1800.00000
1800.00
0150 701A244
1.000 MILE|
Stripe (5" Wide)
|
1935.00000
1800.00000
1800.00
0160 701C002
2.000 MILE|
913.75000
1827.50|
|
850.00000
1700.00|
|
850.00000
1700.00
0170 701C003
2.000 MILE|
913.75000
1827.50|
|
850.00000
1700.00|
|
850.00000
1700.00
5.38000
1463.36|
|
5.00000
1360.00|
|
5.00000
1360.00
0180 701G146
272.000 LF
Stripe (5"Wide)
|
|
|
|
6020.00|
|
|
2800.00000
|
3010.00|
|
|
2800.00000
|
1935.00|
|
1800.00000
1800.00|
|
|
1800.00000
|
|
2800.00|
|
|
|
1935.00|
|
5600.00|
|
1800.00|
|
|
|
DATE : 04/07/10
PAGE : 044 -4
TABULATION OF BIDS
CALL ORDER
: 044
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 19074
|(
2
) 11014
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 701G150
136.000 LF |
4.30000
584.80|
4.00000
544.00|
4.00000
544.00
Broken Yellow, Class W, Type A Traffic |
|
|
Stripe (5" Wide)
|
|
|
0200 701G253
6476.000 LF
Stripe (5" Wide)
|
|
1.48000
|
9584.48|
|
1.38000
|
8936.88|
|
1.38000
8936.88
|
0210 701H006
136.000 LF |
2.15000
292.40|
|
2.00000
272.00|
|
2.00000
272.00
0220 703A002
2407.000 SQFT|
A
|
4.30000
10350.10|
|
4.00000
9628.00|
|
4.00000
9628.00
0230 703B002
23.000 SQFT|
5.38000
123.74|
|
5.00000
115.00|
|
5.00000
115.00
0240 703D001
447.000
SQFT|
|
1.61000
719.67|
|
1.50000
670.50|
|
1.50000
670.50
0250 705A030
59.000 EACH|
|
5.38000
317.42|
|
5.00000
295.00|
|
5.00000
295.00
0260 705A031
100.000 EACH|
|
5.38000
538.00|
|
5.00000
500.00|
|
5.00000
500.00
0270 705A037
150.000 EACH|
|
5.38000
807.00|
|
5.00000
750.00|
|
5.00000
750.00
0280 730H001
Loop Wire
270.000
LF
|
|
2.68000
723.60|
|
2.44000
658.80|
|
2.44000
658.80
0290 740B000
Construction Signs
366.000
SQFT|
|
7.70000
2818.20|
|
9.00000
3294.00|
|
7.00000
2562.00
|
|
DATE : 04/07/10
PAGE : 044 -5
TABULATION OF BIDS
CALL ORDER
: 044
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
1 ) 19074
|(
2
) 11014
|(
3 ) 18031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 740C000
36.000 SQFT|
7.70000
277.20|
9.00000
324.00|
7.00000
252.00
|
|
|
0310 740C002
12.000 SQFT|
|
Plaque)
|
7.70000
92.40|
|
9.00000
|
108.00|
|
7.00000
84.00
|
0320 740D000
Channelizing Drums
20.000
EACH|
|
50.00000
1000.00|
|
50.00000
1000.00|
|
45.00000
900.00
0330 740E000
50.000
EACH|
|
16.35000
817.50|
|
15.00000
750.00|
|
16.00000
800.00
0340 740M001
Ballast For Cone
50.000
EACH|
|
8.27000
413.50|
|
5.00000
250.00|
|
6.00000
300.00
0350 741C010
2.000 EACH|
|
Sign Unit
|
2000.00000
4000.00|
|
2500.00000
5000.00|
|
527.00000
1054.00
|
|
SECTION TOTALS
|
$
335,499.88|
$
389,068.18|
$
410,814.18
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
335,499.88|
$
389,068.18|
$
410,814.18
====================================================================================================================================
DATE : 04/07/10
PAGE : 044 -6
TABULATION OF BIDS
CALL ORDER
: 044
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
4 ) 14031
|(
5
) 01096
|(
)
|NORTH ALABAMA PAVING, INC. |APAC MID-SOUTH, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C000
112.000 SQYD|
2.00000
224.00|
0.00000
0.00|
|
|
|
0020 209A000
16.000
EACH|
|
50.00000
800.00|
|
166.21000
2659.36|
|
0030 401B108
37500.000 SQYD|
|
Additive)
|
1.65000
61875.00|
|
1.96000
73500.00|
|
0040 405A000
Tack Coat
|
|
100.000
GAL |
|
2.00000
200.00|
|
3.79000
379.00|
|
0050 407B000
3.000
Pavement
MILE|
|
1000.00000
3000.00|
|
227.29000
681.87|
|
|
|
0060 408A052
37500.000 SQYD|
|
|
1.70000
0070 424A360
2531.000 TON |
|
|
69.75000
|
2.34000
|
|
0080 424B655
100.000 TON |
|
|
63750.00|
|
|
69.75000
176537.25|
|
87750.00|
|
|
77.06000
195038.86|
|
|
|
|
|
6975.00|
|
188.94000
18894.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 044 -7
TABULATION OF BIDS
CALL ORDER
: 044
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
4 ) 14031
|(
5
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 600A000
LUMP|
6500.00000
6500.00|
11215.75000
11215.75|
Mobilization
|
|
|
0100 618A000
112.000
SQYD|
|
37.00000
4144.00|
|
89.25000
9996.00|
|
0110 698A000
LUMP|
to $ 16,000.00)
|
16000.00000
16000.00|
|
0.00000
0.00|
|
0120 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
1450.00000
0130 701A230
1.000 MILE|
|
Stripe (5" Wide)
|
1450.00000
0140 701A239
1.000 MILE|
|
Stripe (5" Wide)
|
800.00000
0150 701A244
1.000 MILE|
Stripe (5" Wide)
|
800.00000
0160 701C002
2.000 MILE|
900.00000
1800.00|
|
1101.01000
2202.02|
|
0170 701C003
2.000 MILE|
900.00000
1800.00|
|
1101.01000
2202.02|
|
2.00000
544.00|
|
6.48000
1762.56|
|
0180 701G146
272.000 LF
Stripe (5"Wide)
|
|
|
|
2900.00|
|
|
3626.85000
|
1450.00|
|
|
3626.85000
|
800.00|
|
2331.55000
2331.55|
|
|
2331.55000
|
|
3626.85|
|
|
|
800.00|
|
7253.70|
|
2331.55|
|
|
|
DATE : 04/07/10
PAGE : 044 -8
TABULATION OF BIDS
CALL ORDER
: 044
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
4 ) 14031
|(
5
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0190 701G150
136.000 LF |
5.00000
680.00|
5.18000
704.48|
Broken Yellow, Class W, Type A Traffic |
|
|
Stripe (5" Wide)
|
|
|
0200 701G253
6476.000 LF
Stripe (5" Wide)
|
|
5.00000
|
32380.00|
|
1.79000
|
11592.04|
|
|
0210 701H006
136.000 LF |
2.00000
272.00|
|
2.59000
352.24|
|
0220 703A002
2407.000 SQFT|
A
|
5.00000
12035.00|
|
5.18000
12468.26|
|
0230 703B002
23.000 SQFT|
5.00000
115.00|
|
6.48000
149.04|
|
0240 703D001
447.000
SQFT|
|
2.00000
894.00|
|
1.94000
867.18|
|
0250 705A030
59.000 EACH|
|
6.00000
354.00|
|
6.48000
382.32|
|
0260 705A031
100.000 EACH|
|
6.00000
600.00|
|
6.48000
648.00|
|
0270 705A037
150.000 EACH|
|
6.00000
900.00|
|
6.48000
972.00|
|
0280 730H001
Loop Wire
270.000
LF
|
|
3.00000
810.00|
|
3.67000
990.90|
|
0290 740B000
Construction Signs
366.000
SQFT|
|
8.00000
2928.00|
|
9.07000
3319.62|
|
|
|
DATE : 04/07/10
PAGE : 044 -9
TABULATION OF BIDS
CALL ORDER
: 044
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
4 ) 14031
|(
5
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 740C000
36.000 SQFT|
8.00000
288.00|
9.07000
326.52|
|
|
|
0310 740C002
12.000 SQFT|
|
Plaque)
|
8.00000
96.00|
|
9.07000
|
108.84|
|
|
0320 740D000
Channelizing Drums
20.000
EACH|
|
60.00000
1200.00|
|
91.65000
1833.00|
|
0330 740E000
50.000
EACH|
|
15.00000
750.00|
|
18.33000
916.50|
|
0340 740M001
Ballast For Cone
50.000
EACH|
|
10.00000
500.00|
|
11.00000
550.00|
|
0350 741C010
2.000 EACH|
|
Sign Unit
|
4000.00000
8000.00|
|
73.32000
146.64|
|
|
|
SECTION TOTALS
|
$
412,901.25|
$
458,152.67|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
412,901.25|
$
458,152.67|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 046 -1
VENDOR RANKING
CALL ORDER
: 046
10:00 AM
DIVISION
: 02
CONTRACT TIME : 110
Working Days
for constructing the Planing, Resurfacing, Traffic Stripe
and Signals on SR-133 from Mangum Street to SR-20 in
Florence. Length 6.384 mi.
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01096
$
4,211,398.12 100.0000%
2
18031
ROGERS GROUP, INC.
$
4,345,607.84 103.1868%
3
11014
$
4,484,069.80 106.4746%
DATE : 04/07/10
PAGE : 046 -2
TABULATION OF BIDS
CALL ORDER
: 046
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 01096
|(
2 ) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C002
88.000 SQYD|
30.68000
2699.84|
30.00000
2640.00|
20.00000
1760.00
|
|
|
0020 206E019
7.000 EACH|
114.90000
804.30|
|
110.00000
770.00|
|
110.00000
770.00
0030 305B077
3800.000 TON |
|
Miscellaneous Use
|
21.30000
80940.00|
|
18.00000
68400.00|
|
17.00000
64600.00
0040 327A021
9711.000
Plant Mix Bituminous Base, Mix 2
TON |
|
56.73000
550905.03|
|
69.85000
678313.35|
|
46.00000
446706.00
0050 405A000
Tack Coat
22091.000
GAL |
|
3.24000
71574.84|
|
2.55000
56332.05|
|
2.75000
60750.25
0060 407B000
37.000
Pavement
MILE|
|
333.08000
12323.96|
|
800.00000
29600.00|
|
700.00000
25900.00
0.55000
154685.30
|
0070 408A052
281246.000 SQYD|
|
|
0080 410H000
|
1.000
|
|
0.20000
56249.20|
|
|
0.43000
|
120935.78|
|
|
EACH|
|
25381.52000
25381.52|
|
60000.00000
60000.00|
|
35000.00000
35000.00
0090 424A360
26391.000 TON |
|
|
65.47000
1727818.77|
|
59.00000
1557069.00|
|
65.00000
1715415.00
|
|
|
|
|
DATE : 04/07/10
PAGE : 046 -3
TABULATION OF BIDS
CALL ORDER
: 046
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424A369
166.000 TON |
84.07000
13955.62|
60.00000
9960.00|
70.00000
11620.00
|
|
|
|
|
|
|
0110 424B651
6937.000 TON |
|
Mix, ESAL Range C/D
|
|
49.53000
|
0120 424B653
500.000 TON |
|
|
100.14000
|
0130 424B657
4635.000 TON |
|
|
61.72000
|
0140 424C360
7514.000 TON |
|
ESAL Range C/D
|
49.44000
|
0150 424C370
1142.000 TON |
|
|
|
64.22000
343589.61|
|
|
48.00000
332976.00|
|
|
|
|
|
50070.00|
|
75.00000
37500.00|
|
|
|
|
|
286072.20|
|
58.00000
268830.00|
|
|
|
|
|
371492.16|
|
48.00000
360672.00|
|
|
|
|
|
73339.24|
|
70.00000
79940.00|
|
|
|
|
|
54.00000
374598.00
71.00000
35500.00
63.00000
292005.00
53.00000
398242.00
62.50000
71375.00
DATE : 04/07/10
PAGE : 046 -4
TABULATION OF BIDS
CALL ORDER
: 046
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0160 428C000
48955.000 LF |
0.18000
8811.90|
0.25000
12238.75|
0.11000
5385.05
Scoring Bituminous Pavement Surface By |
|
|
Cutting
|
|
|
0170 600A000
Mobilization
LUMP|
|
40576.75000
40576.75|
|
142174.71000
142174.71|
|
100000.00000
100000.00
|
|
20.37000
509.25|
|
19.50000
487.50|
|
19.50000
487.50
0190 630C070
7.000 EACH|
|
1869.67000
13087.69|
|
1790.00000
12530.00|
|
1790.00000
12530.00
0180 630A001
25.000 LF
0200 652A100
Seeding
1.000
ACRE|
|
104.45000
104.45|
|
1500.00000
1500.00|
|
700.00000
700.00
0210 656A010
Mulching
1.000
ACRE|
|
104.45000
104.45|
|
1500.00000
1500.00|
|
700.00000
700.00
0220 665J002
Silt Fence
1000.000
LF
|
|
3.25000
3250.00|
|
10.00000
10000.00|
|
3.25000
3250.00
0230 665O001
Silt Fence Removal
1000.000
LF
|
|
1.34000
1340.00|
|
4.00000
4000.00|
|
0.50000
500.00
300.000
LF
|
|
7.15000
2145.00|
|
20.00000
6000.00|
|
7.00000
2100.00
LUMP|
|
3760.22000
3760.22|
|
10000.00000
10000.00|
|
15000.00000
15000.00
0260 698A000
LUMP|
to $ 189,300.00)
|
1.00000
1.00|
|
19000.00000
19000.00|
|
189300.00000
189300.00
0270 701A227
16.000 MILE|
|
Stripe (5" Wide)
|
2989.38000
2700.00000
43200.00
0240 665Q002
Wattle
0250 680A000
|
47830.08|
|
|
|
2700.00000
43200.00|
|
|
DATE : 04/07/10
PAGE : 046 -5
TABULATION OF BIDS
CALL ORDER
: 046
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0280 701A230
18.000 MILE|
2989.38000
53808.84|
2700.00000
48600.00|
2700.00000
48600.00
|
|
|
Stripe (5" Wide)
|
|
|
0290 701A239
14.000 MILE|
|
Stripe (5" Wide)
|
1660.77000
0300 701A244
8.000 MILE|
Stripe (5" Wide)
|
1660.77000
0310 701B207
9504.000 LF
(5" Wide)
|
|
23250.78|
|
1500.00000
|
13286.16|
|
|
13685.76|
|
1500.00000
21000.00
1500.00000
12000.00
1.30000
12355.20
|
1500.00000
|
1.44000
21000.00|
|
12000.00|
|
|
1.30000
|
12355.20|
|
|
0320 701C000
43.000
MILE|
|
797.17000
34278.31|
|
720.00000
30960.00|
|
720.00000
30960.00
0330 701C001
66.000
MILE|
|
863.60000
56997.60|
|
780.00000
51480.00|
|
780.00000
51480.00
3.21000
6837.30|
|
2.90000
6177.00|
|
2.90000
6177.00
3.50000
7455.00
3.50000
7455.00
0340 701G142
2130.000 LF
Stripe (5" Wide)
0350 701G146
2130.000 LF
Stripe (5"Wide)
0360 701G154
2130.000 LF
Stripe (5" Wide)
|
|
|
|
|
|
3.88000
|
|
|
|
8264.40|
|
|
3.50000
|
3.88000
8264.40|
|
|
7455.00|
|
|
3.50000
7455.00|
|
|
DATE : 04/07/10
PAGE : 046 -6
TABULATION OF BIDS
CALL ORDER
: 046
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0370 701G251
600.000 LF |
7.20000
4320.00|
6.50000
3900.00|
6.50000
3900.00
|
|
|
Stripe (6" Wide) (Rumble Strip)
|
|
|
0380 701H001
4260.000 LF
|
|
0.55000
2343.00|
|
0.50000
2130.00|
|
0.50000
2130.00
0390 701H006
2130.000 LF |
0.55000
1171.50|
|
0.50000
1065.00|
|
0.50000
1065.00
0400 703A002
18528.000 SQFT|
A
|
3.88000
71888.64|
|
3.50000
64848.00|
|
3.50000
64848.00
0410 703B002
1374.000 SQFT|
3.88000
5331.12|
|
3.50000
4809.00|
|
3.50000
4809.00
0420 703D001
6892.000
SQFT|
|
1.66000
11440.72|
|
1.50000
10338.00|
|
1.50000
10338.00
0430 705A030
140.000 EACH|
|
5.54000
775.60|
|
5.00000
700.00|
|
5.00000
700.00
0440 705A031
843.000 EACH|
|
5.54000
4670.22|
|
5.00000
4215.00|
|
5.00000
4215.00
0450 705A037
1686.000 EACH|
|
5.54000
9340.44|
|
5.00000
8430.00|
|
5.00000
8430.00
0460 730A012
LUMP|
|
Unit (Partial) ( Cox Creek
Parkway/Chisolm Road)
|
522.25000
522.25|
|
500.00000
500.00|
|
500.00000
500.00
1.95000
57856.50
0470 730H001
Loop Wire
|
|
29670.000
LF
|
|
2.04000
|
|
|
|
|
60526.80|
|
1.95000
57856.50|
|
DATE : 04/07/10
PAGE : 046 -7
TABULATION OF BIDS
CALL ORDER
: 046
DIVISION
: 02
10:00 AM
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0480 730I001
1615.000 LF |
1.04000
1679.60|
1.00000
1615.00|
1.00000
1615.00
|
|
|
0490 730K000
12.000
EACH|
|
0500 730L005
LF
0510 730M016
820.000 LF
Interconnect Cable, Aerial Lashed, #14
AWG, 9 Conductors, IM SA 20-1
288.000
417.80000
5013.60|
|
400.00000
4800.00|
|
400.00000
4800.00
|
|
5.22000
1503.36|
|
5.00000
1440.00|
|
5.00000
1440.00
|
|
2.09000
1713.80|
|
2.00000
1640.00|
|
2.00000
1640.00
|
0520 730R022
1.000 EACH|
0530 740B000
Construction Signs
|
|
8157.60000
8157.60|
|
7810.00000
7810.00|
|
7810.00000
7810.00
1052.000
SQFT|
|
7.47000
7858.44|
|
7.00000
7364.00|
|
8.00000
8416.00
0540 740C000
108.000
SQFT|
|
7.47000
806.76|
|
7.00000
756.00|
|
9.00000
972.00
0550 740C002
36.000 SQFT|
|
Plaque)
|
7.47000
268.92|
|
7.00000
252.00|
|
9.00000
324.00
0560 740D000
Channelizing Drums
700.000
EACH|
|
3.37000
2359.00|
|
40.00000
28000.00|
|
45.00000
31500.00
0570 740E000
200.000
EACH|
|
1.04000
208.00|
|
20.00000
4000.00|
|
10.00000
2000.00
0580 740M001
Ballast For Cone
200.000
EACH|
|
1.04000
208.00|
|
7.00000
1400.00|
|
1.00000
200.00
0590 741C010
2.000 EACH|
|
Sign Unit
|
940.06000
1880.12|
|
1844.00000
3688.00|
|
2500.00000
5000.00
|
|
|
|
SECTION TOTALS
|
$ 4,211,398.12|
$ 4,345,607.84|
$ 4,484,069.80
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 4,211,398.12|
$ 4,345,607.84|
$ 4,484,069.80
DATE : 04/07/10
PAGE : 046 -8
TABULATION OF BIDS
CALL ORDER
: 046
10:00 AM
DIVISION
: 02
====================================================================================================================================
|(
1 ) 01096
|(
2
) 18031
|(
3 ) 11014
|ROGERS GROUP, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------====================================================================================================================================
DATE : 04/07/10
PAGE : 047 -1
VENDOR RANKING
CALL ORDER
: 047
DIVISION
: 01
CONTRACT TIME :
30
Working Days
RURAL
for constructing the Resurfacing and Traffic Stripe on South
Seneca Drive from the Trinity south city limit to Deanna
Bridges Highway (Old SR-24) in Trinity. Length 0.445 mi.
COUNTIES : MORGAN
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
40,009.60 100.0000%
2
18037
$
41,631.63 104.0541%
3
14031
$
46,091.00 115.1999%
4
01096
$
56,277.98 140.6612%
DATE : 04/07/10
PAGE : 047 -2
TABULATION OF BIDS
CALL ORDER
: 047
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 14031
|WIREGRASS CONSTRUCTION COMP |REED CONTRACTING SERVICES, |NORTH ALABAMA PAVING, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
366.000 GAL |
3.75000
1372.50|
2.67000
977.22|
2.00000
732.00
Tack Coat
|
|
|
0020 407B000
1.000
Pavement
MILE|
|
250.00000
|
28.51000
0040 424A336
300.000 TON |
|
|
61.78000
0070 600A000
Mobilization
285.10|
|
150.00000
|
75.00000
18534.00|
|
736.19|
|
157.39000
1573.90|
|
69.44000
20832.00|
|
|
|
|
110.31000
5515.50|
|
|
|
|
|
1125.00|
|
1000.00
25.00000
250.00
80.00000
24000.00
68.00000
3400.00
25.00000
375.00
|
|
7500.00|
|
1000.00000
|
|
|
0060 430B043
15.000 TON |
|
Run)
|
736.19000
|
0030 408A051
10.000 SQYD|
|
|
0050 424B640
50.000 TON |
|
|
250.00|
|
73.18000
|
1097.70|
|
|
LUMP|
|
2000.00000
2000.00|
|
1605.28000
1605.28|
|
4000.00000
4000.00
0080 698A000
LUMP|
to $ 2,500.00)
|
500.00000
500.00|
|
0.01000
0.01|
|
2500.00000
2500.00
|
|
DATE : 04/07/10
PAGE : 047 -3
TABULATION OF BIDS
CALL ORDER
: 047
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A030
1.000 MILE|
1350.00000
1350.00|
1522.50000
1522.50|
1450.00000
1450.00
|
|
|
Stripe
|
|
|
0100 701A034
1.000 MILE|
Stripe
|
1350.00000
0110 701A044
1.000 MILE|
Stripe
|
900.00000
0120 701C000
1.000
MILE|
|
750.00000
750.00|
|
918.75000
0130 701C001
2.000
MILE|
|
800.00000
1600.00|
|
0140 705A037
62.000 EACH|
|
10.00000
0150 740B000
Construction Signs
1350.00|
|
1522.50000
1450.00000
1450.00
900.00000
900.00
918.75|
|
900.00000
900.00
945.00000
1890.00|
|
900.00000
1800.00
620.00|
|
6.04000
374.48|
|
6.00000
372.00
|
900.00|
|
1522.50|
|
|
892.50000
|
892.50|
|
|
214.000
SQFT|
|
7.00000
1498.00|
|
10.15000
2172.10|
|
8.00000
1712.00
0160 740E000
50.000
EACH|
|
5.00000
250.00|
|
0.01000
0.50|
|
15.00000
750.00
0170 740M001
Ballast For Cone
50.000
EACH|
|
2.50000
125.00|
|
0.01000
0.50|
|
10.00000
500.00
SECTION TOTALS
|
$
40,009.60|
$
41,631.63|
$
46,091.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
40,009.60|
$
41,631.63|
$
46,091.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 047 -4
TABULATION OF BIDS
CALL ORDER
: 047
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
366.000 GAL |
3.45000
1262.70|
|
Tack Coat
|
|
|
0020 407B000
1.000
Pavement
MILE|
|
597.27000
|
0030 408A051
10.000 SQYD|
|
|
100.58000
0040 424A336
300.000 TON |
|
|
85.42000
|
0050 424B640
50.000 TON |
|
|
|
0060 430B043
15.000 TON |
|
Run)
|
0070 600A000
Mobilization
129.30000
130.80000
597.27|
|
|
|
|
|
1005.80|
|
|
|
|
|
25626.00|
|
|
|
|
|
|
|
6465.00|
|
|
|
|
|
|
|
1962.00|
|
|
|
|
|
LUMP|
|
9056.45000
9056.45|
|
|
|
0080 698A000
LUMP|
to $ 2,500.00)
|
1.00000
1.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 047 -5
TABULATION OF BIDS
CALL ORDER
: 047
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 701A030
1.000 MILE|
1509.84000
1509.84|
|
|
|
|
Stripe
|
|
|
0100 701A034
1.000 MILE|
Stripe
|
1509.84000
0110 701A044
1.000 MILE|
Stripe
|
1006.56000
1509.84|
|
|
|
|
|
1006.56|
|
|
|
|
|
0120 701C000
1.000
MILE|
|
838.80000
838.80|
|
|
|
0130 701C001
2.000
MILE|
|
894.72000
1789.44|
|
|
|
0140 705A037
62.000 EACH|
|
11.18000
693.16|
|
|
|
0150 740B000
Construction Signs
214.000
SQFT|
|
7.83000
1675.62|
|
|
|
0160 740E000
50.000
EACH|
|
16.68000
834.00|
|
|
|
0170 740M001
Ballast For Cone
50.000
EACH|
|
8.89000
444.50|
|
|
|
SECTION TOTALS
|
$
56,277.98|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
56,277.98|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 048 -1
VENDOR RANKING
CALL ORDER
: 048
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
on Indian Hills Road from Lincoya Circle to Ben Poole Road
in Decatur. Length 0.926 mi.
COUNTIES : MORGAN
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
99,651.44 100.0000%
2
14031
$
132,049.40 132.5113%
3
01096
$
169,087.38 169.6788%
4
18037
$
0.0000%
DATE : 04/07/10
PAGE : 048 -2
TABULATION OF BIDS
CALL ORDER
: 048
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 14031
|(
3 ) 01096
|WIREGRASS CONSTRUCTION COMP |NORTH ALABAMA PAVING, INC. |APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
396.000 GAL |
4.00000
1584.00|
2.00000
792.00|
3.79000
1500.84
Tack Coat
|
|
|
0020 407B000
1.000
Pavement
MILE|
|
250.00000
|
0.82000
0040 408A052
10909.000 SQYD|
|
|
0.82000
0050 424A336
117.000 TON |
|
|
51.00000
1.75000
8945.38|
|
51.00000
150.00000
5967.00|
|
3732.75|
|
1.85000
20181.65|
|
82.00000
9594.00|
|
|
|
|
72.00000
64800.00|
|
|
|
|
|
15000.00|
|
253.89
2.49000
5311.17
2.12000
23127.08
122.09000
14284.53
77.61000
69849.00
205.56000
20556.00
|
|
45900.00|
|
253.89000
|
|
|
|
1749.06|
|
1000.00|
|
|
|
|
0070 424B640
100.000 TON |
|
|
1000.00000
|
0030 408A051
2133.000 SQYD|
|
|
0060 424A341
900.000 TON |
|
|
250.00|
|
67.75000
6775.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 048 -3
TABULATION OF BIDS
CALL ORDER
: 048
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 14031
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 430B043
40.000 TON |
75.00000
3000.00|
25.00000
1000.00|
155.74000
6229.60
|
|
|
Run)
|
|
|
0090 600A000
Mobilization
LUMP|
|
3500.00000
3500.00|
|
4500.00000
4500.00|
|
12306.64000
12306.64
0100 698A000
LUMP|
to $ 5,400.00)
|
1500.00000
1500.00|
|
5400.00000
5400.00|
|
0.00000
0.00
0110 701A030
2.000 MILE|
|
Stripe
|
1350.00000
1630.73000
3261.46
0120 701A034
2.000 MILE|
Stripe
|
1350.00000
1630.73000
3261.46
0130 701A044
1.000 MILE|
Stripe
|
900.00000
955.95000
955.95
0140 701C000
1.000
MILE|
|
750.00000
750.00|
|
900.00000
900.00|
|
984.06000
984.06
0150 701C001
3.000
MILE|
|
800.00000
2400.00|
|
900.00000
2700.00|
|
1012.18000
3036.54
0160 705A032
7.000 EACH|
|
5.00000
35.00|
|
6.00000
42.00|
|
6.47000
45.29
0170 705A037
103.000 EACH|
|
5.00000
515.00|
|
6.00000
618.00|
|
6.47000
666.41
|
2700.00|
|
|
1450.00000
|
2700.00|
|
|
1450.00000
|
900.00|
|
2900.00|
|
2900.00|
|
|
900.00000
|
900.00|
|
|
DATE : 04/07/10
PAGE : 048 -4
TABULATION OF BIDS
CALL ORDER
: 048
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 14031
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 740B000
220.000 SQFT|
7.00000
1540.00|
8.00000
1760.00|
7.87000
1731.40
Construction Signs
|
|
|
0190 740C000
32.000
SQFT|
|
7.00000
224.00|
|
8.00000
256.00|
|
7.87000
251.84
0200 740C002
6.000 SQFT|
|
Plaque)
|
7.00000
42.00|
|
8.00000
48.00|
|
7.87000
47.22
0210 740E000
50.000
EACH|
|
6.50000
325.00|
|
15.00000
750.00|
|
18.22000
911.00
0220 740M001
Ballast For Cone
50.000
EACH|
|
2.50000
125.00|
|
10.00000
500.00|
|
10.32000
516.00
|
|
SECTION TOTALS
|
$
99,651.44|
$
132,049.40|
$
169,087.38
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
99,651.44|
$
132,049.40|
$
169,087.38
====================================================================================================================================
DATE : 04/07/10
PAGE : 049 -1
VENDOR RANKING
CALL ORDER
: 049
DIVISION
: 04
CONTRACT TIME :
50
Working Days
ANNISTON
CR-187 (Friendship Road) from SR-21 to CR-193 (Boiling
Springs Road) in Oxford. Length 3.572 mi.
COUNTIES : CALHOUN
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
13022
MCCARTNEY CONSTRUCTION CO., INC.
$
625,330.26 100.0000%
2
01096
$
746,284.76 119.3425%
DATE : 04/07/10
PAGE : 049 -2
TABULATION OF BIDS
CALL ORDER
: 049
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2 ) 01096
|(
)
|MCCARTNEY CONSTRUCTION CO., |APAC MID-SOUTH, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206D001
339.000 LF |
1.16000
393.24|
1.16000
393.24|
Removing Guardrail
|
|
|
0020 206E008
1.000 EACH|
0030 210A000
1575.00000
1575.00|
|
1575.00000
1575.00|
|
325.000
CUYD|
|
30.00000
9750.00|
|
23.10000
7507.50|
|
0040 210D001
650.000
Measurement)
CUYD|
|
30.00000
19500.00|
|
23.10000
15015.00|
|
0050 405A000
Tack Coat
|
|
|
2624.000
GAL |
|
3.25000
8528.00|
|
3.50000
9184.00|
|
0060 407B000
4.000
Pavement
MILE|
|
1150.00000
4600.00|
|
923.45000
3693.80|
|
|
|
0070 408A051
13984.000 SQYD|
|
|
1.35000
0080 424A360
4184.000 TON |
|
|
56.00000
|
1.79000
|
|
0090 424A366
200.000 TON |
|
|
18878.40|
|
|
67.00000
234304.00|
|
25031.36|
|
|
80.72000
337732.48|
|
|
|
|
|
13400.00|
|
108.30000
21660.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 049 -3
TABULATION OF BIDS
CALL ORDER
: 049
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 424B654
250.000 TON |
99.00000
24750.00|
116.62000
29155.00|
|
|
|
|
|
|
|
0110 424B658
250.000 TON |
|
|
|
58.00000
|
0120 430B043
310.000 TON |
|
Run)
|
28.50000
14500.00|
|
|
91.24000
22810.00|
|
|
|
|
|
8835.00|
|
34.34000
|
10645.40|
|
|
0130 600A000
Mobilization
LUMP|
|
34875.00000
34875.00|
|
9240.00000
9240.00|
|
0140 629D000
12.000
Bridge Guardrail Retrofit, Type IC
EACH|
|
5355.00000
64260.00|
|
5355.00000
64260.00|
|
|
|
20.00000
5580.00|
|
20.06000
5596.74|
|
EACH|
|
1815.00000
21780.00|
|
1811.25000
21735.00|
|
0170 630C050
11.000 EACH|
|
2785.00000
30635.00|
|
2782.50000
30607.50|
|
0150 630A001
279.000 LF
0160 630C003
12.000
0180 650A000
Topsoil
220.000
CUYD|
|
30.00000
6600.00|
|
34.65000
7623.00|
|
0190 652A100
Seeding
1.000
ACRE|
|
1050.00000
1050.00|
|
1050.00000
1050.00|
|
DATE : 04/07/10
PAGE : 049 -4
TABULATION OF BIDS
CALL ORDER
: 049
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 656A010
1.000 ACRE|
1050.00000
1050.00|
1050.00000
1050.00|
Mulching
|
|
|
0210 659A036
1980.000 SQYD|
|
(2D)
|
2.10000
0220 665J002
Silt Fence
1400.000
LF
|
|
3.40000
4760.00|
|
5.25000
7350.00|
|
0230 665O001
Silt Fence Removal
1400.000
LF
|
|
1.30000
1820.00|
|
2.63000
3682.00|
|
100.000
LF
|
|
8.40000
840.00|
|
8.40000
840.00|
|
ACRE|
|
105.00000
105.00|
|
105.00000
105.00|
|
LUMP|
|
3800.00000
3800.00|
|
18900.00000
18900.00|
|
0270 698A000
LUMP|
to $ 28,750.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
0280 701A227
7.000 MILE|
|
Stripe (5" Wide)
|
2756.25000
0290 701A230
7.000 MILE|
|
Stripe (5" Wide)
|
2756.25000
0240 665Q002
Wattle
0250 666A001
0260 680A000
1.000
0300 701B207
136.000 LF
(5" Wide)
|
|
|
4158.00|
|
2.10000
|
|
|
19293.75|
|
|
2782.50000
|
19293.75|
|
299.20|
|
|
19477.50|
|
|
2782.50000
|
2.20000
4158.00|
|
19477.50|
|
|
2.23000
303.28|
|
|
DATE : 04/07/10
PAGE : 049 -5
TABULATION OF BIDS
CALL ORDER
: 049
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0310 701C001
7.000 MILE|
661.50000
4630.50|
667.80000
4674.60|
|
|
|
0320 701G146
1219.000 LF
Stripe (5"Wide)
|
|
3.86000
|
0330 701G154
1219.000 LF
Stripe (5" Wide)
|
|
|
|
3.86000
4705.34|
|
7.17000
3943.50|
|
4754.10|
|
|
3.90000
|
|
0350 701H001
2438.000 LF
3.90000
|
|
0340 701G252
550.000 LF
4705.34|
|
4754.10|
|
|
7.23000
|
3976.50|
|
|
|
|
0.56000
1365.28|
|
0.56000
1365.28|
|
0360 703A002
620.000 SQFT|
A
|
3.86000
2393.20|
|
3.90000
2418.00|
|
0370 703B002
67.000 SQFT|
3.86000
258.62|
|
3.90000
261.30|
|
0380 703D001
528.000
SQFT|
|
1.10000
580.80|
|
1.11000
586.08|
|
0390 705A030
12.000 EACH|
|
4.41000
52.92|
|
4.45000
53.40|
|
0400 705A032
40.000 EACH|
|
4.41000
176.40|
|
4.45000
178.00|
|
0410 705A037
242.000 EACH|
|
4.41000
1067.22|
|
4.45000
1076.90|
|
|
|
DATE : 04/07/10
PAGE : 049 -6
TABULATION OF BIDS
CALL ORDER
: 049
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A038
30.000 EACH|
4.41000
132.30|
4.45000
133.50|
|
|
|
0430 730A012
LUMP|
|
Unit (Partial) ( Friendship Rd. &
Cheaha Rd.)
|
|
0440 730C000
LUMP|
|
Control Unit ( Friendship Rd. & Cheaha
Rd.)
|
0450 730T000
Wood Pole
1470.00000
7875.00000
|
1470.00|
|
1470.00000
1470.00|
|
|
|
|
|
7875.00|
|
7875.00000
7875.00|
|
|
|
|
|
1.000
EACH|
|
787.50000
787.50|
|
787.50000
787.50|
|
656.000
SQFT|
|
8.00000
5248.00|
|
7.79000
5110.24|
|
18.000
SQFT|
|
8.00000
144.00|
|
7.79000
140.22|
|
0480 740C002
6.000 SQFT|
|
Plaque)
|
8.00000
48.00|
|
7.79000
46.74|
|
0460 740B000
Construction Signs
0470 740C000
|
|
0490 740D000
Channelizing Drums
50.000
EACH|
|
25.00000
1250.00|
|
50.40000
2520.00|
|
0500 740E000
50.000
EACH|
|
2.00000
100.00|
|
23.10000
1155.00|
|
0510 740M001
Ballast For Cone
50.000
EACH|
|
1.00000
50.00|
|
16.80000
840.00|
|
DATE : 04/07/10
PAGE : 049 -7
TABULATION OF BIDS
CALL ORDER
: 049
10:00 AM
DIVISION
: 04
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0520 740O000
1.000 EACH|
5133.00000
5133.00|
2250.00000
2250.00|
Pilot Car
|
|
|
SECTION TOTALS
|
$
625,330.26|
$
746,284.76|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
625,330.26|
$
746,284.76|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 050 -1
VENDOR RANKING
CALL ORDER
: 050
10:00 AM
DIVISION
: 04
CONTRACT TIME :
65
Working Days
for constructing the Traffic Signal Improvements on South
Noble Street at Greenbrier-Dear Road and on Lenlock Lane at
Bill Robison Parkway in Anniston.
COUNTIES : CALHOUN
(available days)
STMOA-7425(600)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
20003
TEMPLE ELECTRIC COMPANY, INC.
$
155,199.50 100.0000%
DATE : 04/07/10
PAGE : 050 -2
TABULATION OF BIDS
CALL ORDER
: 050
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 20003
|(
2 ) 01096
|(
)
|TEMPLE ELECTRIC COMPANY, IN |APAC MID-SOUTH, INC.
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 600A000
LUMP|
10000.00000
10000.00|
|
Mobilization
|
|
|
0020 698A000
LUMP|
to $ 4,100.00)
|
0.00000
0.00|
|
|
|
|
|
0030 701G263
60.000 LF
Stripe
9.75000
585.00|
|
|
|
|
|
2068.00|
|
|
|
|
|
6500.00|
|
|
|
|
|
|
|
|
|
5800.00|
|
|
|
|
|
|
|
|
|
3200.00000
16000.00|
|
|
|
10320.00000
10320.00|
|
|
|
|
|
|
|
|
0040 703A002
88.000 SQFT|
A
|
0050 730C000
Control Unit ( Lenlock Ln @ Bill
Robison Pkwy)
0060 730C001
Control Unit ( S. Noble St. At
Greenbrier-Dear Road)
LUMP|
|
LUMP|
|
0070 730E000
5.000 EACH|
|
0080 730F000
1.000
Metal Traffic Signal Pole With 25'
45' Mast Arm Assembly
EACH|
&
|
|
23.50000
6500.00000
5800.00000
DATE : 04/07/10
PAGE : 050 -3
TABULATION OF BIDS
CALL ORDER
: 050
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 20003
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 730G001
4.000 EACH|
4875.00000
19500.00|
|
|
|
|
0100 730H001
Loop Wire
3190.000
LF
|
|
3.75000
11962.50|
|
|
|
0110 730I001
3030.000
LF
|
|
1.50000
4545.00|
|
|
|
0120 730J010
12.000
EACH|
|
175.00000
2100.00|
|
|
|
9.000
EACH|
|
275.00000
2475.00|
|
|
|
0130 730K000
0140 730L002
30.000
LF
|
|
10.00000
300.00|
|
|
|
0150 730L003
45.000
LF
|
|
7.00000
315.00|
|
|
|
0160 730L005
1100.000
LF
|
|
10.00000
11000.00|
|
|
|
0170 730N010
2.000 EACH|
|
950.00000
1900.00|
|
|
|
0180 730P022
13.000
Section, Type LED
750.00000
9750.00|
|
|
|
|
|
1500.00|
|
|
|
|
|
19900.00|
|
|
|
0190 730P024
1.000
Section, Type LED
EACH|
|
|
EACH|
|
1500.00000
|
0200 730R022
2.000 EACH|
9950.00000
DATE : 04/07/10
PAGE : 050 -4
TABULATION OF BIDS
CALL ORDER
: 050
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 20003
|(
2
) 01096
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0210 730T000
2.000 EACH|
750.00000
1500.00|
|
Wood Pole
|
|
|
0220 740B000
Construction Signs
596.000
SQFT|
|
14.00000
8344.00|
|
|
|
0230 740E000
190.000
EACH|
|
10.00000
1900.00|
|
|
|
0240 740M001
Ballast For Cone
190.000
EACH|
|
1.00000
190.00|
|
|
|
0250 741C010
1.000 EACH|
|
Sign Unit
|
3500.00000
3500.00|
|
|
|
|
|
40.00000
320.00|
|
|
|
45.00000
2925.00|
|
|
|
|
|
0260 745A000
Uniformed Police Officer
8.000
HOUR|
|
0270 756A022
65.000 LF
4" Electrical Conduit, 1 Line, Type 5
Installation
|
|
|
SECTION TOTALS
|
$
155,199.50|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
155,199.50|
$
746,284.76|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 051 -1
VENDOR RANKING
CALL ORDER
: 051
DIVISION
: 06
CONTRACT TIME : 125
Working Days
MONTGOMERY
for constructing the Additional Lanes (Grade, Drainage,
Pavement, Bridge Widening, Signals and Traffic Counting) on
Perry Hill Road from I-85 to Harrison Road in Montgomery.
Length 0.511 mi.
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
04061
DUBOSE CONSTRUCTION COMPANY, LLC
$
1,695,426.00 100.0000%
2
07064
GROUND & PIPE CONSTRUCTION, LLC
$
1,766,225.27 104.1759%
3
23024
$
1,965,699.37 115.9413%
DATE : 04/07/10
PAGE : 051 -2
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2 ) 07064
|(
3 ) 23024
|DUBOSE CONSTRUCTION COMPANY |GROUND & PIPE CONSTRUCTION, |WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
8000.00000
8000.00|
8000.00000
8000.00
|
|
|
Allowable Bid $ 4,000.00 Per Acre) (
Approximately
|
|
|
|
0020 206A050
LUMP|
Removal Of Old Bridge, Partial, Station |
112+02
|
0030 206C000
|
15000.00000
15000.00|
|
|
48760.00000
|
48760.00|
|
35000.00000
35000.00
|
11.000
SQYD|
|
15.00000
165.00|
|
13.71000
150.81|
|
174.89000
1923.79
232.000
SQYD|
|
20.00000
4640.00|
|
21.94000
5090.08|
|
23.89000
5542.48
0050 206C010
316.000
SQYD|
|
10.00000
3160.00|
|
21.94000
6933.04|
|
17.54000
5542.64
0060 206D000
Removing Pipe
954.000
LF
|
|
15.00000
14310.00|
|
2.44000
2327.76|
|
18.72000
17858.88
60.000
LF
|
|
10.00000
600.00|
|
21.20000
1272.00|
|
23.77000
1426.20
762.000
LF
|
|
10.00000
7620.00|
|
3.66000
2788.92|
|
12.96000
9875.52
14.000
EACH|
|
750.00000
10500.00|
|
365.70000
5119.80|
|
253.34000
3546.76
0100 206E003
Removing Manholes
1.000
EACH|
|
1250.00000
1250.00|
|
609.50000
609.50|
|
443.34000
443.34
0110 206E042
8.000
EACH|
|
500.00000
4000.00|
|
365.70000
2925.60|
|
443.34000
3546.72
0040 206C008
0070 206D001
Removing Guardrail
0080 206D003
0090 206E001
Removing Inlets
DATE : 04/07/10
PAGE : 051 -3
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 210A000
1185.000 CUYD|
20.00000
23700.00|
5.49000
6505.65|
27.73000
32860.05
|
|
|
0130 210D011
199.000
Borrow Excavation (A-4 Or Better)
CUYD|
|
30.00000
5970.00|
|
14.63000
2911.37|
|
26.63000
5299.37
0140 214A000
2142.000
CUYD|
|
20.00000
42840.00|
|
18.29000
39177.18|
|
3.34000
7154.28
0150 214B001
3183.000
CUYD|
|
25.00000
79575.00|
|
20.72000
65951.76|
|
49.44000
157367.52
0160 301A004
67.000 SQYD|
|
10.00000
670.00|
|
15.85000
1061.95|
|
67.13000
4497.71
0170 405A000
Tack Coat
|
|
765.000
GAL |
|
3.75000
2868.75|
|
16.70000
12775.50|
|
17.00000
13005.00
0180 407B000
2.000
Pavement
MILE|
|
1950.00000
3900.00|
|
389.55000
779.10|
|
385.25000
770.50
4.99000
22280.35
89.39000
122732.47
83.67000
138390.18
|
|
0190 408A052
4465.000 SQYD|
|
|
4.75000
0200 424A280
1373.000 TON |
|
Size Mix, ESAL Range E
|
84.50000
|
5.01000
|
|
0210 424A286
1654.000 TON |
|
|
21208.75|
|
|
78.00000
116018.50|
|
22369.65|
|
|
89.04000
122251.92|
|
|
|
|
|
129012.00|
|
83.48000
138075.92|
|
|
|
|
|
DATE : 04/07/10
PAGE : 051 -4
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 424B281
442.000 TON |
76.50000
33813.00|
86.81000
38370.02|
86.09000
38051.78
|
|
|
Mix, ESAL Range E
|
|
|
|
0230 424B581
486.000 TON |
|
Mix, ESAL Range E
|
|
71.25000
|
0240 424B684
7.000 TON |
|
|
175.00000
|
0250 424C280
771.000 TON |
|
ESAL Range E
|
64.50000
|
34627.50|
|
|
77.91000
37864.26|
|
|
|
|
|
1225.00|
|
389.55000
2726.85|
|
|
|
|
|
49729.50|
|
73.46000
56637.66|
|
|
|
|
|
76.73000
37290.78
325.54000
2278.78
72.95000
56244.45
0260 430B012
37.000 TON |
25.00000
925.00|
|
54.86000
2029.82|
|
66.86000
2473.82
0270 450B000
50.000 SQYD|
|
Slab
|
44.00000
2200.00|
|
159.00000
7950.00|
|
160.41000
8020.50
1.01000
1656.40
0280 502A000
Steel Reinforcement
1640.000
LB
|
|
|
0.85000
1394.00|
|
|
1.33000
2181.20|
|
DATE : 04/07/10
PAGE : 051 -5
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 505M002
108.000 LF |
53.10000
5734.80|
42.40000
4579.20|
48.25000
5211.00
|
|
|
12x53)
|
|
|
0300 508A000
Structural Steel
86.000
|
|
3.75000
322.50|
|
5.30000
455.80|
|
3.52000
302.72
0310 510A000
8.000 CUYD|
|
725.00000
5800.00|
|
583.00000
4664.00|
|
402.09000
3216.72
0320 511A000
EACH|
|
150.00000
1800.00|
|
106.00000
1272.00|
|
150.78000
1809.36
0330 512C007
3.000 EACH|
|
4500.00000
13500.00|
|
4505.00000
13515.00|
|
3819.81000
11459.43
0340 512D002
1.000
Section, 34'-0" Long
4000.00000
3417.72000
3417.72
12.000
LB
EACH|
|
|
|
4000.00|
|
|
3975.00000
|
3975.00|
|
|
0350 517A002
33.000
Galvanized Steel Pipe Handrail
LF
|
|
45.00000
1485.00|
|
106.00000
3498.00|
|
75.39000
2487.87
0360 530A000
32.000
LF
|
|
30.00000
960.00|
|
66.41000
2125.12|
|
97.71000
3126.72
0370 530A001
144.000
LF
|
|
35.00000
5040.00|
|
30.48000
4389.12|
|
63.01000
9073.44
0380 530A002
36.000
LF
|
|
45.00000
1620.00|
|
38.07000
1370.52|
|
74.50000
2682.00
0390 532A032
LF
|
|
250.00000
5000.00|
|
408.25000
8165.00|
|
317.54000
6350.80
20.000
DATE : 04/07/10
PAGE : 051 -6
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0400 533A857
1744.000 LF |
35.00000
61040.00|
30.48000
53157.12|
58.38000
101814.72
18" Storm Sewer Pipe
|
|
|
0410 533A858
688.000
LF
|
|
45.00000
30960.00|
|
38.07000
26192.16|
|
67.67000
46556.96
0420 533A859
136.000
LF
|
|
55.00000
7480.00|
|
46.52000
6326.72|
|
98.73000
13427.28
0430 533A860
188.000
LF
|
|
65.00000
12220.00|
|
55.61000
10454.68|
|
90.56000
17025.28
LUMP|
|
150000.00000
150000.00|
|
212656.50000
212656.50|
|
230075.00000
230075.00
31.000
EACH|
|
250.00000
7750.00|
|
222.60000
6900.60|
|
166.08000
5148.48
5.000
EACH|
|
300.00000
1500.00|
|
222.60000
1113.00|
|
166.08000
830.40
35.000
CUYD|
|
302.50000
10587.50|
|
317.63000
11117.05|
|
304.08000
10642.80
0480 618A000
70.000
SQYD|
|
35.20000
2464.00|
|
36.96000
2587.20|
|
35.38000
2476.60
0490 618B003
300.000 SQYD|
|
Wire Mesh)
|
39.60000
11880.00|
|
41.58000
12474.00|
|
39.81000
11943.00
0500 619A002
3.000 EACH|
660.00000
1980.00|
|
693.00000
2079.00|
|
663.44000
1990.32
0510 619A003
1.000 EACH|
770.00000
770.00|
|
808.50000
808.50|
|
774.01000
774.01
1000.00000
2000.00|
|
1732.50000
3465.00|
|
1658.60000
3317.20
0440 600A000
Mobilization
0450 602A000
0460 602C000
0470 614A000
Slope Paving
0520 620A000
2.000
CUYD|
|
|
|
DATE : 04/07/10
PAGE : 051 -7
TABULATION OF BIDS
CALL ORDER
: 051
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0530 621A011
7.000 EACH|
2475.00000
17325.00|
2656.50000
18595.50|
2543.19000
17802.33
|
|
|
0540 621A057
6.000
Junction Boxes, Type Partial
EACH|
|
2640.00000
15840.00|
|
2425.50000
14553.00|
|
2322.04000
13932.24
0550 621B011
2.000
EACH|
|
2640.00000
5280.00|
|
693.00000
1386.00|
|
663.44000
1326.88
0560 621C001
Inlets, Type B
1.000
EACH|
|
3500.00000
3500.00|
|
3389.09000
3389.09|
|
2462.77000
2462.77
0570 621C015
24.000
EACH|
|
2970.00000
71280.00|
|
2598.75000
62370.00|
|
2487.90000
59709.60
0580 621C016
3.000
EACH|
|
3300.00000
9900.00|
|
2772.00000
8316.00|
|
2653.76000
7961.28
0590 621C017
2.000
EACH|
|
660.00000
1320.00|
|
2772.00000
5544.00|
|
2653.76000
5307.52
0600 621C027
Inlets, Type C
EACH|
|
660.00000
660.00|
|
2310.00000
2310.00|
|
2211.47000
2211.47
0610 621C058
2.000 EACH|
Inlets, Type S4 (1 Wing) (Modified)
|
2970.00000
5940.00|
|
3118.50000
6237.00|
|
2985.48000
5970.96
0620 621C099
1.000 EACH|
Inlets, Type S4 (2 Wing) (Modified)
|
3300.00000
3300.00|
|
3465.00000
3465.00|
|
3317.20000
3317.20
0630 621D015
1.000
15.000
EACH|
|
660.00000
9900.00|
|
693.00000
10395.00|
|
663.44000
9951.60
0640 621D042
8.000
Inlet Units, Type S4 (Modified)
EACH|
|
660.00000
5280.00|
|
693.00000
5544.00|
|
663.44000
5307.52
0650 621E001
Manholes, Type M
EACH|
|
3000.00000
21000.00|
|
1462.80000
10239.60|
|
1398.50000
9789.50
7.000
DATE : 04/07/10
PAGE : 051 -8
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0660 623A001
700.000 LF |
20.00000
14000.00|
24.73000
17311.00|
21.61000
15127.00
|
|
|
0670 623C000
2527.000
LF
|
|
11.00000
27797.00|
|
12.16000
30728.32|
|
11.04000
27898.08
0680 637A001
100.000
Fence Reset (Includes All Types)
LF
|
|
10.00000
1000.00|
|
20.72000
2072.00|
|
37.43000
3743.00
0690 641A514
30.000 LF
1 Inch Copper Water Service Line Laid
|
|
20.00000
600.00|
|
45.10000
1353.00|
|
45.34000
1360.20
0700 641A516
10.000 LF
1 1/2 Inch Copper Water Service Line
Laid
|
|
25.00000
250.00|
|
83.60000
836.00|
|
84.04000
840.40
|
0710 641A612
51.000 LF
6 Inch Ductile Iron Water Main Laid
|
|
|
|
50.00000
2550.00|
|
29.76000
1517.76|
|
29.92000
1525.92
0720 641E500
Fire Hydrant Reset
1.000
EACH|
|
3250.00000
3250.00|
|
1462.80000
1462.80|
|
1470.42000
1470.42
0730 641J516
6 Inch Gate Valve With Box
2.000
EACH|
|
1500.00000
3000.00|
|
1122.70000
2245.40|
|
1128.56000
2257.12
0740 641R515
2.000
1 Inch Water Meter And Box Reset
EACH|
|
750.00000
1500.00|
|
609.50000
1219.00|
|
612.68000
1225.36
0750 641S500
Valve Box Reset
19.000
EACH|
|
500.00000
9500.00|
|
304.75000
5790.25|
|
306.34000
5820.46
0760 645K500
10.000
EACH|
|
500.00000
5000.00|
|
426.65000
4266.50|
|
428.87000
4288.70
0770 650A000
Topsoil
247.000
CUYD|
|
25.00000
6175.00|
|
18.29000
4517.63|
|
36.87000
9106.89
3134.000
SQYD|
|
3.85000
12065.90|
|
4.29000
13444.86|
|
3.02000
9464.68
0780 654A001
DATE : 04/07/10
PAGE : 051 -9
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0790 665J002
1176.000 LF |
3.45000
4057.20|
3.84000
4515.84|
2.60000
3057.60
Silt Fence
|
|
|
0800 665O001
Silt Fence Removal
|
|
0.60000
705.60|
|
0.67000
787.92|
|
0.70000
823.20
0810 665P005
43.000
EACH|
|
350.00000
15050.00|
|
3.90000
167.70|
|
216.12000
9293.16
0820 665Q002
Wattle
590.000
LF
|
|
7.40000
4366.00|
|
8.24000
4861.60|
|
4.52000
2666.80
0830 674A000
750.000
LF
|
|
1.00000
750.00|
|
0.24000
180.00|
|
4.55000
3412.50
LUMP|
|
100000.00000
100000.00|
|
63600.00000
63600.00|
|
30000.00000
30000.00
0850 698A000
LUMP|
to $ 120,000.00)
|
0.00000
0.00|
|
26818.00000
26818.00|
|
111800.00000
111800.00
0860 701A231
1.000 MILE|
|
Stripe
|
3000.00000
3387.78000
3387.78
0870 701A235
1.000 MILE|
|
Stripe
|
3000.00000
3387.78000
3387.78
0880 701A240
1.000 MILE|
|
Stripe
|
3000.00000
2477.74000
2477.74
0890 701A245
1.000 MILE|
Stripe
|
3000.00000
2477.74000
2477.74
0840 680A000
1176.000
LF
|
3000.00|
|
|
3525.98000
|
3000.00|
|
|
3525.98000
|
3000.00|
|
|
3525.98|
|
|
2578.82000
|
3000.00|
|
3525.98|
|
2578.82|
|
|
2578.82000
2578.82|
|
|
DATE : 04/07/10
PAGE : 051 -10
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0900 701B205
1171.000 LF |
2.00000
2342.00|
3.34000
3911.14|
3.21000
3758.91
|
|
0910 701C000
1.000
MILE|
|
1000.00000
1000.00|
|
1410.17000
1410.17|
|
1354.90000
1354.90
0920 701C001
2.000
MILE|
|
1000.00000
2000.00|
|
1762.99000
3525.98|
|
1693.89000
3387.78
0930 701D008
1.000 MILE|
2500.00000
2500.00|
|
2782.50000
2782.50|
|
8469.45000
8469.45
5.00000
280.00|
|
4.45000
249.20|
|
4.28000
239.68
7.49000
449.40
7.49000
419.44
4.28000
8791.12
22.46000
2785.04
4.28000
1823.28
0940 701G140
56.000 LF
Stripe
0950 701G144
60.000 LF
Stripe
0960 701G152
56.000 LF
Stripe
|
|
|
|
|
|
5.00000
|
|
|
300.00|
|
|
7.79000
|
5.00000
|
280.00|
|
|
7.79000
|
0970 703A002
2054.000 SQFT|
A
|
5.00000
0980 703A011
124.000 SQFT|
A
|
20.00000
0990 703B002
426.000 SQFT|
5.00000
10270.00|
|
4.45000
9140.30|
|
|
23.37000
|
2130.00|
|
436.24|
|
|
|
2480.00|
|
467.40|
|
2897.88|
|
|
4.45000
1895.70|
|
DATE : 04/07/10
PAGE : 051 -11
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1000 703C001
90.000 SQFT|
3.50000
315.00|
5.01000
450.90|
4.81000
432.90
|
|
|
Markings Or Legends (Plastic)
|
|
|
1010 703D001
502.000
SQFT|
|
2.00000
1004.00|
|
1.00000
502.00|
|
0.96000
481.92
1020 705A011
27.000 EACH|
|
6.00000
162.00|
|
7.79000
210.33|
|
7.49000
202.23
1030 705A012
100.000 EACH|
|
6.00000
600.00|
|
7.79000
779.00|
|
7.49000
749.00
1040 705A030
26.000 EACH|
|
10.00000
260.00|
|
7.79000
202.54|
|
7.49000
194.74
1050 705A031
66.000 EACH|
|
10.00000
660.00|
|
7.79000
514.14|
|
7.49000
494.34
1060 705A037
72.000 EACH|
|
10.00000
720.00|
|
7.79000
560.88|
|
7.49000
539.28
1070 710A115
67.000 SQFT|
|
18.00000
1206.00|
|
33.39000
2237.13|
|
26.73000
1790.91
26.73000
400.95
10.69000
1346.94
|
1080 710A126
15.000 SQFT|
|
|
1090 710B001
126.000
Galvanized Steel)
18.00000
|
LF
|
|
|
10.00000
|
|
|
|
270.00|
|
31.16000
467.40|
|
|
|
|
|
1260.00|
|
|
11.13000
1402.38|
|
|
DATE : 04/07/10
PAGE : 051 -12
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1100 726A000
155.000 LF |
100.00000
15500.00|
60.95000
9447.25|
45.23000
7010.65
|
|
1110 730A001
LUMP|
|
Unit ( Perry Hill Road @ Interstate
Park Drive)
|
1900.00000
|
1120 730A002
LUMP|
|
Unit ( Perry Hill Road @ Beth Manor
Drive)
|
1900.00000
|
1130 730A003
LUMP|
|
Unit ( Perry Hill Road @ Harrison Road)
|
1900.00000
1140 730C001
Control Unit ( Perry Hill Road @
Interstate Park Drive)
7700.00000
LUMP|
|
3500.00000
3500.00|
|
|
|
|
|
1900.00|
|
3000.00000
3000.00|
|
|
|
|
|
1900.00|
|
3000.00000
|
7700.00|
|
3000.00|
|
10800.00000
10800.00|
|
|
|
|
|
|
7300.00000
|
LUMP|
|
7200.00000
7300.00|
|
10800.00000
10800.00|
|
|
|
|
|
7200.00|
|
1237.42000
1237.42
1237.42000
1237.42
1237.42000
1237.42
4734.55000
4734.55
4734.55000
4734.55
4734.55000
4734.55
|
|
1150 730C002
LUMP|
|
Control Unit ( Perry Hill Road @ Beth
Manor Drive)
|
1160 730C003
Control Unit ( Perry Hill Road @
Harrison Road)
1900.00|
|
9500.00000
9500.00|
|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 051 -13
TABULATION OF BIDS
CALL ORDER
: 051
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1170 730E000
12.000 EACH|
2300.00000
27600.00|
3500.00000
42000.00|
1989.32000
23871.84
|
|
|
1180 730G001
12.000
EACH|
|
4520.00000
54240.00|
|
4600.00000
55200.00|
|
4650.11000
55801.32
1190 730L003
50.000
LF
|
|
7.00000
350.00|
|
4.00000
200.00|
|
4.32000
216.00
1200 730L005
400.000
LF
|
|
8.00000
3200.00|
|
4.75000
1900.00|
|
4.98000
1992.00
1210 730M015
2272.000 LF |
Interconnect Cable, Aerial
|
Self-Supporting, #14 AWG, 9 Conductors,
IMSA 20-3
|
3.50000
7952.00|
|
3.50000
7952.00|
|
2.61000
5929.92
|
|
|
|
|
1220 730N000
12.000 EACH|
|
790.00000
9480.00|
|
1250.00000
15000.00|
|
1115.79000
13389.48
1230 730P022
13.000
Section, Type LED
700.00000
9100.00|
|
850.00000
11050.00|
|
762.96000
9918.48
1113.78000
10024.02
EACH|
|
|
1240 730P024
9.000
Section, Type LED
EACH|
|
|
1200.00000
|
1250 730Q011
2.000
10800.00|
|
|
1250.00000
|
11250.00|
|
|
EACH|
|
760.00000
1520.00|
|
1300.00000
2600.00|
|
862.47000
1724.94
1260 730R022
3.000 EACH|
12300.00000
36900.00|
|
13500.00000
40500.00|
|
13870.92000
41612.76
750.00000
3000.00|
|
748.00000
2992.00|
|
502.61000
2010.44
1270 730T000
Wood Pole
4.000
EACH|
|
DATE : 04/07/10
PAGE : 051 -14
TABULATION OF BIDS
CALL ORDER
: 051
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1280 730U015
LUMP|
20000.00000
20000.00|
21150.00000
21150.00|
21231.09000
21231.09
Video Detection System (Perry Hill Road |
|
|
@ Interstate Park
|
|
|
1290 730U016
LUMP|
@ Beth Manor Drive)
|
20000.00000
1300 730U017
LUMP|
@ Harrison Road)
|
18000.00000
20000.00|
|
21150.00000
|
18000.00|
|
21150.00|
|
21231.09000
21231.09
21231.09000
21231.09
|
17500.00000
|
17500.00|
|
|
1310 731A003
1.000
Traffic Counting Units, Type D
EACH|
|
8600.00000
8600.00|
|
9650.00000
9650.00|
|
6619.32000
6619.32
1320 740B000
Construction Signs
625.000
SQFT|
|
7.30000
4562.50|
|
7.79000
4868.75|
|
9.29000
5806.25
1330 740D000
Channelizing Drums
175.000
EACH|
|
75.00000
13125.00|
|
53.42000
9348.50|
|
48.12000
8421.00
1340 740E000
50.000
EACH|
|
10.00000
500.00|
|
5.57000
278.50|
|
18.27000
913.50
1350 740F002
10.000
EACH|
|
275.00000
2750.00|
|
200.34000
2003.40|
|
187.14000
1871.40
1360 740I005
6.000 EACH|
175.00000
1050.00|
|
303.63000
1821.78|
|
187.14000
1122.84
EACH|
|
2.00000
100.00|
|
5.57000
278.50|
|
10.66000
533.00
1380 741C010
2.000 EACH|
|
Sign Unit
|
2500.00000
5000.00|
|
2277.20000
4554.40|
|
2138.75000
4277.50
1370 740M001
Ballast For Cone
50.000
|
|
DATE : 04/07/10
PAGE : 051 -15
TABULATION OF BIDS
CALL ORDER
: 051
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
1 ) 04061
|(
2
) 07064
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------1390 750K020
LUMP|
4000.00000
4000.00|
4500.00000
4500.00|
1507.82000
1507.82
Modification Of Roadway Lighting
|
|
|
1400 999 000
1500.000
HOUR|
|
0.80000
1200.00|
|
0.80000
1200.00|
|
0.80000
1200.00
SECTION TOTALS
|
$ 1,695,426.00|
$ 1,766,225.27|
$ 1,965,699.37
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,695,426.00|
$ 1,766,225.27|
$ 1,965,699.37
====================================================================================================================================
DATE : 04/07/10
PAGE : 052 -1
VENDOR RANKING
CALL ORDER
: 052
10:00 AM
DIVISION
: 06
CONTRACT TIME :
30
Working Days
Alabama River Parkway from SR-143 just east of the
Prattville city limit to Jackson Lake Road. Length 1.520
mi.
COUNTIES : ELMORE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01023
ASPHALT CONTRACTORS, INC.
$
404,206.85 100.0000%
2
23024
$
411,020.07 101.6856%
3
01096
$
458,929.55 113.5383%
DATE : 04/07/10
PAGE : 052 -2
TABULATION OF BIDS
CALL ORDER
: 052
DIVISION
: 06
10:00 AM
COUNTIES : ELMORE
====================================================================================================================================
|(
1 ) 01023
|(
2 ) 23024
|(
3 ) 01096
|ASPHALT CONTRACTORS, INC.
|WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206E008
4.000 EACH|
250.00000
1000.00|
235.00000
940.00|
250.00000
1000.00
|
|
0020 405A000
Tack Coat
4422.000
GAL |
|
3.00000
13266.00|
|
0.40000
1768.80|
|
3.25000
14371.50
0030 407B000
5.000
Pavement
MILE|
|
200.00000
1000.00|
|
127.69000
638.45|
|
165.00000
825.00
4.60000
5078.40
75.60000
147193.20
60.75000
161595.00
65.00000
6500.00
|
|
0040 408A053
1104.000 SQYD|
|
|
6.00000
0050 424A356
1947.000 TON |
|
|
63.25000
57.00000
|
0070 424B655
100.000 TON |
|
|
|
8.93000
|
|
0060 424A358
2660.000 TON |
|
|
6624.00|
|
|
85.00000
123147.75|
|
9858.72|
|
|
54.00000
105138.00|
|
|
|
|
|
151620.00|
|
54.00000
143640.00|
|
|
|
|
|
8500.00|
|
74.33000
7433.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 052 -3
TABULATION OF BIDS
CALL ORDER
: 052
DIVISION
: 06
10:00 AM
COUNTIES : ELMORE
====================================================================================================================================
|(
1 ) 01023
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 430B043
603.000 TON |
24.50000
14773.50|
35.00000
21105.00|
26.75000
16130.25
|
|
|
Run)
|
|
|
0090 600A000
Mobilization
LUMP|
|
21600.00000
21600.00|
|
47320.00000
47320.00|
|
41000.00000
41000.00
|
|
19.00000
950.00|
|
17.86000
893.00|
|
19.00000
950.00
EACH|
|
1400.00000
5600.00|
|
1316.00000
5264.00|
|
1400.00000
5600.00
0120 630C070
4.000 EACH|
|
1600.00000
6400.00|
|
1504.00000
6016.00|
|
1600.00000
6400.00
0130 698A000
LUMP|
to $ 20,500.00)
|
0.00000
0.00|
|
12000.00000
12000.00|
|
0.00000
0.00
0140 701A030
4.000 MILE|
|
Stripe
|
1350.00000
1435.00000
5740.00
0150 701A034
4.000 MILE|
Stripe
|
1350.00000
1435.00000
5740.00
0160 701A039
4.000 MILE|
Stripe
|
850.00000
902.00000
3608.00
0170 701B007
813.000 LF |
1.20000
1.30000
1056.90
0100 630A001
50.000 LF
0110 630C003
4.000
|
5400.00|
|
|
1350.00000
|
5400.00|
|
|
1350.00000
|
3400.00|
|
5400.00|
|
|
850.00000
|
975.60|
|
5400.00|
|
3400.00|
|
|
1.20000
975.60|
|
DATE : 04/07/10
PAGE : 052 -4
TABULATION OF BIDS
CALL ORDER
: 052
DIVISION
: 06
10:00 AM
COUNTIES : ELMORE
====================================================================================================================================
|(
1 ) 01023
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 701C000
7.000 MILE|
780.00000
5460.00|
780.00000
5460.00|
830.00000
5810.00
|
|
|
0190 701C001
13.000
MILE|
|
0200 701G251
800.000 LF
|
|
850.00000
11050.00|
|
850.00000
11050.00|
|
902.00000
11726.00
6.80000
5440.00|
|
6.80000
5440.00|
|
7.25000
5800.00
4.80000
4132.80
4.80000
652.80
|
|
3874.50|
|
|
0210 703A004
861.000 SQFT|
|
Type A
|
4.50000
4.50000
0220 703B004
136.000 SQFT|
Traffic Control Legends, Class 2T, Type |
A
|
4.50000
0230 703D001
1722.000
SQFT|
|
1.00000
1722.00|
|
1.00000
1722.00|
|
1.10000
1894.20
0240 705A030
8.000 EACH|
|
5.00000
40.00|
|
5.00000
40.00|
|
5.30000
42.40
0250 705A031
202.000 EACH|
|
5.00000
1010.00|
|
5.00000
1010.00|
|
5.30000
1070.60
0260 705A032
128.000 EACH|
|
5.00000
640.00|
|
5.00000
640.00|
|
5.30000
678.40
0270 705A037
151.000 EACH|
|
5.00000
755.00|
|
5.00000
755.00|
|
5.30000
800.30
0280 705A038
64.000 EACH|
|
5.00000
320.00|
|
5.00000
320.00|
|
5.30000
339.20
|
612.00|
|
3874.50|
|
|
4.50000
|
612.00|
|
|
DATE : 04/07/10
PAGE : 052 -5
TABULATION OF BIDS
CALL ORDER
: 052
10:00 AM
DIVISION
: 06
COUNTIES : ELMORE
====================================================================================================================================
|(
1 ) 01023
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 740B000
308.000 SQFT|
8.00000
2464.00|
7.00000
2156.00|
7.45000
2294.60
Construction Signs
|
|
|
0300 740E000
75.000
EACH|
|
14.50000
1087.50|
|
5.00000
375.00|
|
6.00000
450.00
0310 740M001
Ballast For Cone
75.000
EACH|
|
1.00000
75.00|
|
5.00000
375.00|
|
6.00000
450.00
SECTION TOTALS
|
$
404,206.85|
$
411,020.07|
$
458,929.55
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
404,206.85|
$
411,020.07|
$
458,929.55
====================================================================================================================================
DATE : 04/07/10
PAGE : 053 -1
VENDOR RANKING
CALL ORDER
: 053
DIVISION
: 06
CONTRACT TIME :
30
Working Days
MONTGOMERY
on CR-75 (McQueen Smith Road) from CR-2 (East Main Street)
to SR-14 in Prattville. Length 1.467 mi.
COUNTIES : AUTAUGA
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01023
$
435,796.50 100.0000%
2
23024
$
481,202.34 110.4190%
3
01096
$
562,088.45 128.9796%
DATE : 04/07/10
PAGE : 053 -2
TABULATION OF BIDS
CALL ORDER
: 053
DIVISION
: 06
10:00 AM
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 01023
|(
2 ) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
3750.000 GAL |
2.85000
10687.50|
0.40000
1500.00|
3.50000
13125.00
Tack Coat
|
|
|
0020 407B000
7.000
Pavement
MILE|
|
|
0030 408A052
52000.000 SQYD|
|
|
0040 410H000
275.00000
1.000
1925.00|
|
100.00000
|
1.00000
52000.00|
|
700.00|
|
230.00000
1610.00
1.60000
83200.00
|
1.03000
|
53560.00|
|
|
EACH|
|
4620.00000
4620.00|
|
8700.00000
8700.00|
|
9000.00000
9000.00
0050 424A361
4450.000 TON |
|
|
55.45000
246752.50|
|
57.35000
255207.50|
|
71.05000
316172.50
92.50000
46250.00
72.50000
21750.00
|
0060 424A364
500.000 TON |
|
|
63.00000
|
0070 424A366
300.000 TON |
|
|
|
57.25000
|
|
|
|
31500.00|
|
72.35000
36175.00|
|
|
|
|
|
17175.00|
|
67.35000
20205.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 053 -3
TABULATION OF BIDS
CALL ORDER
: 053
10:00 AM
DIVISION
: 06
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 01023
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 600A000
LUMP|
21050.00000
21050.00|
45000.00000
45000.00|
15000.00000
15000.00
Mobilization
|
|
|
0090 698A000
LUMP|
to $ 27,000.00)
|
0.00000
0.00|
|
5400.00000
0.00000
0.00
0100 701A227
1.000 MILE|
|
Stripe (5" Wide)
|
2900.00000
3075.00000
3075.00
0110 701A230
3.000 MILE|
|
Stripe (5" Wide)
|
2800.00000
3000.00000
9000.00
0120 701A239
3.000 MILE|
|
Stripe (5" Wide)
|
1550.00000
1645.00000
4935.00
0130 701A244
3.000 MILE|
Stripe (5" Wide)
|
1550.00000
1645.00000
4935.00
0140 701C002
6.000 MILE|
720.00000
4320.00|
|
768.10000
4608.60|
|
765.00000
4590.00
0150 701C003
4.000 MILE|
750.00000
3000.00|
|
800.10000
3200.40|
|
795.00000
3180.00
0160 703A002
1200.000 SQFT|
A
|
4.00000
4800.00|
|
4.27000
5124.00|
|
4.42000
5304.00
|
2900.00|
|
|
3093.71000
|
8400.00|
|
2987.03000
1653.54000
4960.62|
|
|
1653.54000
|
|
8961.09|
|
|
|
4650.00|
|
3093.71|
|
|
|
4650.00|
|
5400.00|
|
4960.62|
|
|
|
DATE : 04/07/10
PAGE : 053 -4
TABULATION OF BIDS
CALL ORDER
: 053
DIVISION
: 06
10:00 AM
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 01023
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 703B002
315.000 SQFT|
4.00000
1260.00|
4.27000
1345.05|
4.25000
1338.75
|
|
0180 703D002
1200.000
(Paint)
SQFT|
|
1.00000
|
0190 703E002
315.000
(Paint)
SQFT|
|
1200.00|
|
1.07000
|
1.00000
|
315.00|
|
1284.00|
|
1.10000
1320.00
1.10000
346.50
|
1.07000
|
337.05|
|
|
0200 705A002
250.000 EACH|
Pavement Markers, Class A, Type 2-A
|
5.00000
1250.00|
|
5.33000
1332.50|
|
5.30000
1325.00
0210 705A037
400.000 EACH|
|
5.00000
2000.00|
|
5.33000
2132.00|
|
5.30000
2120.00
0220 740B000
Construction Signs
624.000
SQFT|
|
7.75000
4836.00|
|
7.20000
4492.80|
|
7.45000
4648.80
32.000
SQFT|
|
10.25000
328.00|
|
7.20000
230.40|
|
7.45000
238.40
0240 740C002
10.000 SQFT|
|
Plaque)
|
10.25000
102.50|
|
7.20000
72.00|
|
7.45000
74.50
0230 740C000
0250 740D000
Channelizing Drums
|
|
100.000
EACH|
|
9.50000
950.00|
|
30.00000
3000.00|
|
65.00000
6500.00
0260 740E000
50.000
EACH|
|
18.00000
900.00|
|
19.50000
975.00|
|
10.00000
500.00
0270 740M001
Ballast For Cone
50.000
EACH|
|
1.00000
50.00|
|
9.50000
475.00|
|
5.00000
250.00
DATE : 04/07/10
PAGE : 053 -5
TABULATION OF BIDS
CALL ORDER
: 053
10:00 AM
DIVISION
: 06
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 01023
|(
2
) 23024
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0280 740O000
1.000 EACH|
2200.00000
2200.00|
670.00000
670.00|
1500.00000
1500.00
Pilot Car
|
|
|
0290 741C010
1.000 EACH|
|
Sign Unit
|
1975.00000
1975.00|
|
|
3500.00000
3500.00|
|
800.00000
800.00
|
SECTION TOTALS
|
$
435,796.50|
$
481,202.34|
$
562,088.45
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
435,796.50|
$
481,202.34|
$
562,088.45
====================================================================================================================================
DATE : 04/07/10
PAGE : 054 -1
VENDOR RANKING
CALL ORDER
: 054
DIVISION
: 06
CONTRACT TIME :
30
Working Days
MONTGOMERY
(Gin Shop Hill Road) from SR-206 (West Fourth Street) to
SR-6 (US-82) in Prattville. Length 1.083 mi.
COUNTIES : AUTAUGA
10:00 AM
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
189,090.41 100.0000%
2
01023
$
202,657.50 107.1749%
3
01096
$
232,869.45 123.1524%
DATE : 04/07/10
PAGE : 054 -2
TABULATION OF BIDS
CALL ORDER
: 054
DIVISION
: 06
10:00 AM
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 01023
|(
3 ) 01096
|WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 210D021
300.000 CUYD|
6.00000
1800.00|
16.25000
4875.00|
24.15000
7245.00
|
|
|
|
|
|
0020 405A000
Tack Coat
1200.000
GAL |
|
0.40000
480.00|
|
3.10000
3720.00|
|
3.25000
3900.00
0030 407B000
2.000
Pavement
MILE|
|
100.00000
200.00|
|
245.00000
490.00|
|
250.00000
500.00
77.60000
116400.00
65.25000
13050.00
72.35000
21705.00
22100.00000
22100.00
|
0040 424A341
1500.000 TON |
|
|
52.47000
|
0050 424A344
200.000 TON |
|
|
65.11000
|
0060 424A347
300.000 TON |
|
|
0070 600A000
Mobilization
|
52.47000
|
LUMP|
|
30000.00000
78705.00|
|
|
63.25000
94875.00|
|
|
|
|
|
13022.00|
|
75.00000
15000.00|
|
|
|
|
|
15741.00|
|
64.50000
19350.00|
|
|
|
|
|
30000.00|
|
16600.00000
16600.00|
|
DATE : 04/07/10
PAGE : 054 -3
TABULATION OF BIDS
CALL ORDER
: 054
DIVISION
: 06
10:00 AM
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 23024
|(
2
) 01023
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 641S500
3.000 EACH|
25.00000
75.00|
125.00000
375.00|
150.00000
450.00
Valve Box Reset
|
|
|
0090 645K500
2.000
EACH|
|
150.00000
300.00|
|
1575.00000
3150.00|
|
250.00000
500.00
0100 650A000
Topsoil
300.000
CUYD|
|
6.00000
1800.00|
|
21.25000
6375.00|
|
22.50000
6750.00
0110 652A100
Seeding
2.000
ACRE|
|
500.00000
1000.00|
|
850.00000
1700.00|
|
850.00000
1700.00
0120 652C000
Mowing
2.000
ACRE|
|
200.00000
400.00|
|
270.00000
540.00|
|
270.00000
540.00
0130 656A010
Mulching
2.000
ACRE|
|
500.00000
1000.00|
|
750.00000
1500.00|
|
750.00000
1500.00
0140 665J002
Silt Fence
1000.000
LF
|
|
3.47000
3470.00|
|
3.60000
3600.00|
|
3.60000
3600.00
0150 665O001
Silt Fence Removal
1000.000
LF
|
|
0.48000
480.00|
|
0.40000
400.00|
|
0.40000
400.00
250.000
LF
|
|
9.46000
2365.00|
|
7.80000
1950.00|
|
7.80000
1950.00
0170 698A000
LUMP|
to $ 10,000.00)
|
10000.00000
10000.00|
|
0.00000
0.00|
|
0.00000
0.00
0180 701A227
3.000 MILE|
|
Stripe (5" Wide)
|
2000.00000
2865.00000
8595.00
0190 701A230
3.000 MILE|
|
Stripe (5" Wide)
|
2000.00000
2865.00000
8595.00
0160 665Q002
Wattle
|
6000.00|
|
|
2700.00000
|
6000.00|
|
|
8100.00|
|
|
2700.00000
8100.00|
|
|
DATE : 04/07/10
PAGE : 054 -4
TABULATION OF BIDS
CALL ORDER
: 054
10:00 AM
DIVISION
: 06
COUNTIES : AUTAUGA
====================================================================================================================================
|(
1 ) 23024
|(
2
) 01023
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 701C003
3.000 MILE|
750.00000
2250.00|
750.00000
2250.00|
796.00000
2388.00
|
|
0210 703A002
500.000 SQFT|
A
|
4.00000
0220 740B000
Construction Signs
2000.00|
|
4.00000
|
2000.00|
|
4.25000
2125.00
|
621.000
SQFT|
|
7.21000
4477.41|
|
7.50000
4657.50|
|
7.45000
4626.45
0230 740E000
50.000
EACH|
|
0.25000
12.50|
|
6.00000
300.00|
|
5.00000
250.00
0240 740M001
Ballast For Cone
50.000
EACH|
|
0.25000
12.50|
|
1.00000
50.00|
|
2.00000
100.00
1.000
EACH|
|
7500.00000
7500.00|
|
2700.00000
2700.00|
|
3900.00000
3900.00
0250 740O000
Pilot Car
SECTION TOTALS
|
$
189,090.41|
$
202,657.50|
$
232,869.45
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
189,090.41|
$
202,657.50|
$
232,869.45
====================================================================================================================================
DATE : 04/07/10
PAGE : 055 -1
VENDOR RANKING
CALL ORDER
: 055
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
on Austinville Road SW & on 14th Street SW from Carridale
Street SW to Central Parkway SW in Decatur. Length 0.524
mi.
COUNTIES : MORGAN
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
103,721.68 100.0000%
2
18037
$
107,351.26 103.4993%
3
14031
$
146,811.80 141.5440%
4
01096
$
159,139.05 153.4289%
DATE : 04/07/10
PAGE : 055 -2
TABULATION OF BIDS
CALL ORDER
: 055
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
429.000 GAL |
4.50000
1930.50|
2.67000
1145.43|
2.00000
858.00
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
250.00000
|
0.82000
0040 408A052
10301.000 SQYD|
|
|
0.82000
0050 424A356
219.000 TON |
|
|
55.00000
0.75000
8446.82|
|
55.00000
150.00000
12045.00|
|
2983.50|
|
0.75000
7725.75|
|
65.18000
14274.42|
|
|
|
|
60.58000
51493.00|
|
|
|
|
|
3750.00|
|
2000.00
1.90000
7558.20
1.90000
19571.90
82.00000
17958.00
72.00000
61200.00
72.00000
1800.00
|
|
46750.00|
|
1000.00000
|
|
|
|
3261.96|
|
946.00|
|
|
|
|
0070 424B655
25.000 TON |
|
|
473.00000
|
0030 408A051
3978.000 SQYD|
|
|
0060 424A361
850.000 TON |
|
|
500.00|
|
110.32000
2758.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 055 -3
TABULATION OF BIDS
CALL ORDER
: 055
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 600A000
LUMP|
5000.00000
5000.00|
2056.89000
2056.89|
5000.00000
5000.00
Mobilization
|
|
|
0090 698A000
LUMP|
to $ 6,300.00)
|
1200.00000
0100 701A034
2.000 MILE|
Stripe
|
1350.00000
0110 701A039
1.000 MILE|
Stripe
|
900.00000
0120 701A044
1.000 MILE|
Stripe
|
900.00000
0130 701A080
1.000 MILE|
|
Stripe (6" Wide)
|
1350.00000
1200.00|
|
0.01000
|
2700.00|
|
1522.50000
892.50000
3045.00|
|
1450.00000
2900.00
892.50|
|
900.00000
900.00
900.00000
900.00
1700.00000
1700.00
|
892.50000
|
1350.00|
|
6300.00
|
|
900.00|
|
6300.00000
|
|
900.00|
|
0.01|
|
892.50|
|
|
1732.50000
|
1732.50|
|
|
0140 701C000
2.000
MILE|
|
750.00000
1500.00|
|
918.75000
1837.50|
|
900.00000
1800.00
0150 701C001
2.000
MILE|
|
800.00000
1600.00|
|
945.00000
1890.00|
|
900.00000
1800.00
0160 703A002
898.000 SQFT|
A
|
3.50000
3143.00|
|
4.73000
4247.54|
|
5.00000
4490.00
|
|
DATE : 04/07/10
PAGE : 055 -4
TABULATION OF BIDS
CALL ORDER
: 055
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 14031
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 703B002
90.000 SQFT|
3.50000
315.00|
4.73000
425.70|
5.00000
450.00
|
|
0180 703D001
286.000
SQFT|
|
2.00000
572.00|
|
2.63000
752.18|
|
3.00000
858.00
0190 705A032
100.000 EACH|
|
5.00000
500.00|
|
6.04000
604.00|
|
6.00000
600.00
0200 705A037
93.000 EACH|
|
5.00000
465.00|
|
6.04000
561.72|
|
6.00000
558.00
0210 730H001
Loop Wire
1626.000
LF
|
|
1.90000
3089.40|
|
2.10000
3414.60|
|
2.45000
3983.70
0220 730I001
60.000
LF
|
|
9.50000
570.00|
|
10.50000
630.00|
|
0.40000
24.00
0230 740B000
Construction Signs
256.000
SQFT|
|
7.00000
1792.00|
|
10.07000
2577.92|
|
8.00000
2048.00
32.000
SQFT|
|
7.00000
224.00|
|
11.66000
373.12|
|
8.00000
256.00
0250 740C002
6.000 SQFT|
|
Plaque)
|
7.00000
42.00|
|
15.08000
90.48|
|
8.00000
48.00
0240 740C000
|
|
0260 740E000
50.000
EACH|
|
15.00000
750.00|
|
0.01000
0.50|
|
15.00000
750.00
0270 740M001
Ballast For Cone
50.000
EACH|
|
8.50000
425.00|
|
0.01000
0.50|
|
10.00000
500.00
SECTION TOTALS
|
$
103,721.68|
$
107,351.26|
$
146,811.80
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
103,721.68|
$
107,351.26|
$
146,811.80
====================================================================================================================================
DATE : 04/07/10
PAGE : 055 -5
TABULATION OF BIDS
CALL ORDER
: 055
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
429.000 GAL |
3.77000
1617.33|
|
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
226.43000
|
0030 408A051
3978.000 SQYD|
|
|
1.91000
0040 408A052
10301.000 SQYD|
|
|
1.93000
0050 424A356
219.000 TON |
|
|
101.58000
|
0060 424A361
850.000 TON |
|
|
78.74000
|
0070 424B655
25.000 TON |
|
|
|
208.67000
452.86|
|
|
|
|
|
7597.98|
|
|
|
|
|
19880.93|
|
|
|
|
|
22246.02|
|
|
|
|
|
|
|
66929.00|
|
|
|
|
|
|
|
5216.75|
|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 055 -6
TABULATION OF BIDS
CALL ORDER
: 055
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 600A000
LUMP|
9076.23000
9076.23|
|
Mobilization
|
|
|
0090 698A000
LUMP|
to $ 6,300.00)
|
0.00000
0100 701A034
2.000 MILE|
Stripe
|
1623.91000
0110 701A039
1.000 MILE|
Stripe
|
951.95000
0120 701A044
1.000 MILE|
Stripe
|
951.95000
0130 701A080
1.000 MILE|
|
Stripe (6" Wide)
|
1847.89000
0.00|
|
|
|
|
|
3247.82|
|
|
|
|
|
951.95|
|
|
|
|
|
951.95|
|
|
|
|
|
1847.89|
|
|
|
|
|
0140 701C000
2.000
MILE|
|
979.95000
1959.90|
|
|
|
0150 701C001
2.000
MILE|
|
1007.95000
2015.90|
|
|
|
0160 703A002
898.000 SQFT|
A
|
5.04000
4525.92|
|
|
|
|
|
DATE : 04/07/10
PAGE : 055 -7
TABULATION OF BIDS
CALL ORDER
: 055
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 703B002
90.000 SQFT|
5.04000
453.60|
|
|
|
0180 703D001
286.000
SQFT|
|
2.80000
800.80|
|
|
|
0190 705A032
100.000 EACH|
|
6.44000
644.00|
|
|
|
0200 705A037
93.000 EACH|
|
6.44000
598.92|
|
|
|
0210 730H001
Loop Wire
1626.000
LF
|
|
2.69000
4373.94|
|
|
|
0220 730I001
60.000
LF
|
|
0.39000
23.40|
|
|
|
0230 740B000
Construction Signs
256.000
SQFT|
|
7.84000
2007.04|
|
|
|
32.000
SQFT|
|
7.84000
250.88|
|
|
|
0250 740C002
6.000 SQFT|
|
Plaque)
|
7.84000
47.04|
|
|
|
|
|
0240 740C000
0260 740E000
50.000
EACH|
|
18.14000
907.00|
|
|
|
0270 740M001
Ballast For Cone
50.000
EACH|
|
10.28000
514.00|
|
|
|
SECTION TOTALS
|
$
159,139.05|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
159,139.05|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 056 -1
VENDOR RANKING
CALL ORDER
: 056
10:00 AM
DIVISION
: 07
CONTRACT TIME :
60
Working Days
on Westgate Parkway from SR-12 (US-84) to Fay Lane and on
Honeysuckle Road from SR-52 (Hartford Highway) to SR-12
(US-84) in Dothan. Length 3.61 mi.
COUNTIES : HOUSTON
(available days)
STMOA-9412(602)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
01096
$
1,366,769.41 100.0000%
2
01053
ANDERSON COLUMBIA CO., INC.
$
1,599,999.99 117.0644%
3
23024
$
1,615,159.58 118.1735%
DATE : 04/07/10
PAGE : 056 -2
TABULATION OF BIDS
CALL ORDER
: 056
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 01096
|(
2 ) 01053
|(
3 ) 23024
|ANDERSON COLUMBIA CO., INC. |WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206D001
250.000 LF |
3.00000
750.00|
3.49000
872.50|
3.02000
755.00
Removing Guardrail
|
|
|
0020 206D002
Removing Curb
|
|
5.90000
855.50|
|
10.35000
1500.75|
|
6.61000
958.45
1.000
EACH|
|
124.00000
124.00|
|
116.36000
116.36|
|
175.00000
175.00
0040 210D021
350.000
CUYD|
|
25.00000
8750.00|
|
29.09000
10181.50|
|
25.14000
8799.00
0030 209A000
145.000
LF
|
0050 260A001
2.000 CUYD|
0060 405A000
Tack Coat
|
|
350.00000
700.00|
|
407.26000
814.52|
|
351.98000
703.96
8805.000
GAL |
|
3.11000
27383.55|
|
2.49000
21924.45|
|
5.92000
52125.60
0070 407B000
14.000
Pavement
MILE|
|
186.57000
2611.98|
|
673.16000
9424.24|
|
425.00000
5950.00
1.09000
127899.51
|
0080 408A052
117339.000 SQYD|
|
|
0090 410H000
1.000
|
0.99000
116165.61|
|
|
1.30000
|
152540.70|
|
|
EACH|
|
24000.00000
24000.00|
|
17175.14000
17175.14|
|
50000.00000
50000.00
0100 424A361
9683.000 TON |
|
|
65.66000
635785.78|
|
72.19000
699015.77|
|
70.00000
677810.00
|
|
|
|
|
DATE : 04/07/10
PAGE : 056 -3
TABULATION OF BIDS
CALL ORDER
: 056
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 01053
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424A364
200.000 TON |
106.04000
21208.00|
114.53000
22906.00|
112.00000
22400.00
|
|
|
|
|
|
|
0120 424A366
200.000 TON |
|
|
74.85000
|
0130 424A367
200.000 TON |
|
|
70.82000
|
0140 424B650
3833.000 TON |
|
|
0150 502A000
Steel Reinforcement
|
61.32000
|
LB
115.54000
23108.00|
|
|
|
|
|
14164.00|
|
114.53000
22906.00|
|
|
|
|
|
235039.56|
|
73.53000
281840.49|
|
|
|
|
|
75.00000
15000.00
75.00000
15000.00
61.50000
235729.50
|
|
5.00000
1100.00|
|
5.82000
1280.40|
|
5.03000
1106.60
0160 524B011
6.000 CUYD|
Culvert Concrete Extension (Cast In
|
Place)
|
2750.00000
16500.00|
|
3199.87000
19199.22|
|
2765.53000
16593.18
149000.00000
149000.00
0170 600A000
Mobilization
220.000
14970.00|
|
|
LUMP|
|
|
32500.00000
32500.00|
|
|
62411.69000
62411.69|
|
DATE : 04/07/10
PAGE : 056 -4
TABULATION OF BIDS
CALL ORDER
: 056
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 01053
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 614A000
4.000 CUYD|
350.00000
1400.00|
407.26000
1629.04|
351.98000
1407.92
Slope Paving
|
|
|
0190 618A000
86.000
SQYD|
|
33.50000
2881.00|
|
38.98000
3352.28|
|
33.69000
2897.34
0200 622A001
1.000
Manhole Covers Reset (Storm)
EACH|
|
608.98000
608.98|
|
581.80000
581.80|
|
400.00000
400.00
0210 623B000
LF
|
|
20.00000
2900.00|
|
23.27000
3374.15|
|
20.11000
2915.95
0220 630A001
25.000 LF
|
|
195.00000
4875.00|
|
226.89000
5672.25|
|
196.10000
4902.50
0230 630C050
2.000 EACH|
|
2200.00000
4400.00|
|
2559.90000
5119.80|
|
2212.43000
4424.86
145.000
0240 634A002
54.000
LF
|
|
25.00000
1350.00|
|
29.09000
1570.86|
|
25.14000
1357.56
0250 634E000
74.000 LF
Industrial Fence, 6 Feet High, Special
Mounting
|
|
72.00000
5328.00|
|
83.78000
6199.72|
|
72.41000
5358.34
0260 641S500
Valve Box Reset
|
|
|
18.000
EACH|
|
283.45000
5102.10|
|
500.72000
9012.96|
|
50.00000
900.00
0270 645K500
7.000
EACH|
|
608.80000
4261.60|
|
559.63000
3917.41|
|
400.00000
2800.00
0280 654A003
Solid Sodding (Centipede)
SQYD|
|
7.00000
1071.00|
|
3.49000
533.97|
|
7.04000
1077.12
0290 659A025
153.000 SQYD|
|
(1A)
|
2.00000
306.00|
|
3.49000
533.97|
|
2.01000
307.53
153.000
|
|
DATE : 04/07/10
PAGE : 056 -5
TABULATION OF BIDS
CALL ORDER
: 056
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 01053
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0300 665J002
83.000 LF |
5.45000
452.35|
1.04000
86.32|
5.48000
454.84
Silt Fence
|
|
|
0310 665O001
Silt Fence Removal
|
|
2.00000
166.00|
|
0.64000
53.12|
|
2.01000
166.83
LUMP|
|
1000.00000
1000.00|
|
1285.99000
1285.99|
|
500.00000
500.00
0330 698A000
LUMP|
to $ 73,100.00)
|
0.00000
0.00|
|
1.16000
1.16|
|
14620.00000
14620.00
0340 701A227
8.000 MILE|
|
Stripe (5" Wide)
|
2850.00000
3049.04000
24392.32
0350 701A230
7.000 MILE|
|
Stripe (5" Wide)
|
2850.00000
3049.04000
21343.28
0360 701A239
5.000 MILE|
|
Stripe (5" Wide)
|
1750.00000
1872.22000
9361.10
0370 701A244
6.000 MILE|
Stripe (5" Wide)
|
1750.00000
1872.22000
11233.32
2.14000
5219.46
0320 680A000
83.000
LF
0380 701B207
2439.000 LF
(5" Wide)
|
|
|
|
22800.00|
|
|
3316.24000
|
19950.00|
|
|
3316.24000
|
8750.00|
|
2036.28000
4878.00|
|
|
10181.40|
|
|
2036.28000
|
2.00000
23213.68|
|
|
|
10500.00|
|
26529.92|
|
12217.68|
|
|
2.33000
5682.87|
|
|
DATE : 04/07/10
PAGE : 056 -6
TABULATION OF BIDS
CALL ORDER
: 056
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 01053
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0390 701C000
13.000 MILE|
790.00000
10270.00|
919.23000
11949.99|
845.17000
10987.21
|
|
|
0400 701C001
16.000
MILE|
|
820.00000
13120.00|
|
954.14000
15266.24|
|
877.27000
14036.32
0410 701D008
1.000 MILE|
2500.00000
2500.00|
|
2908.98000
2908.98|
|
2674.60000
2674.60
0420 701D015
1.000 MILE|
2500.00000
2500.00|
|
2908.98000
2908.98|
|
2674.60000
2674.60
5.00000
2040.00|
|
5.82000
2374.56|
|
5.35000
2182.80
5.35000
2182.80
5.35000
2182.80
5.35000
2182.80
4.49000
22548.78
4.81000
9196.72
0430 701G142
408.000 LF
Stripe (5" Wide)
0440 701G146
408.000 LF
Stripe (5"Wide)
0450 701G150
408.000 LF
Stripe (5" Wide)
0460 701G154
408.000 LF
Stripe (5" Wide)
|
|
|
|
|
|
5.00000
|
|
|
5.82000
|
5.00000
|
|
|
2040.00|
|
|
2040.00|
|
|
5.82000
|
5.00000
|
2040.00|
|
4.20000
0480 703B002
1912.000 SQFT|
4.50000
21092.40|
|
5.82000
2374.56|
|
|
4.89000
|
8604.00|
|
2374.56|
|
|
|
0470 703A002
5022.000 SQFT|
A
|
2374.56|
|
24557.58|
|
|
5.24000
10018.88|
|
DATE : 04/07/10
PAGE : 056 -7
TABULATION OF BIDS
CALL ORDER
: 056
10:00 AM
DIVISION
: 07
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 01096
|(
2
) 01053
|(
3 ) 23024
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0490 703D001
7457.000 SQFT|
2.00000
14914.00|
2.33000
17374.81|
2.14000
15957.98
|
|
|
0500 703E001
1705.000
SQFT|
|
2.00000
3410.00|
|
2.33000
3972.65|
|
2.14000
3648.70
0510 705A030
511.000 EACH|
|
5.00000
2555.00|
|
5.82000
2974.02|
|
5.35000
2733.85
0520 705A032
75.000 EACH|
|
5.00000
375.00|
|
5.82000
436.50|
|
5.35000
401.25
0530 705A037
877.000 EACH|
|
5.00000
4385.00|
|
5.82000
5104.14|
|
5.35000
4691.95
0540 705A038
37.000 EACH|
|
5.00000
185.00|
|
5.82000
215.34|
|
5.35000
197.95
0550 740B000
Construction Signs
856.000
SQFT|
|
7.00000
5992.00|
|
8.73000
7472.88|
|
7.49000
6411.44
0560 740D000
Channelizing Drums
50.000
EACH|
|
45.00000
2250.00|
|
57.01000
2850.50|
|
56.00000
2800.00
0570 740E000
60.000
EACH|
|
9.69000
581.40|
|
15.13000
907.80|
|
16.00000
960.00
0580 740I005
2.000 EACH|
150.00000
300.00|
|
133.81000
267.62|
|
160.48000
320.96
EACH|
|
6.46000
387.60|
|
11.06000
663.60|
|
9.00000
540.00
0600 741C010
2.000 EACH|
|
Sign Unit
|
1500.00000
3000.00|
|
1861.75000
3723.50|
|
1500.00000
3000.00
0610 742A001
2.000 EACH|
3300.00000
3300.00000
6600.00
0590 740M001
Ballast For Cone
60.000
|
6600.00|
|
|
4479.83000
8959.66|
|
SECTION TOTALS
|
$ 1,366,769.41|
$ 1,599,999.99|
$ 1,615,159.58
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,366,769.41|
$ 1,599,999.99|
$ 1,615,159.58
====================================================================================================================================
DATE : 04/07/10
PAGE : 057 -1
VENDOR RANKING
CALL ORDER
: 057
10:00 AM
DIVISION
: 04
CONTRACT TIME :
60
Working Days
for constructing the Resurfacing, Drainage Improvements and
Traffic Stripe on Alexandria-Jacksonville Road from the
Jacksonville city limit to Francis Street in Jacksonville.
Length 1.192 mi.
COUNTIES : CALHOUN
(available days)
PROJECT(S) : STMOA-STPOA-7431(600)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
13022
$
378,683.21 100.0000%
2
10040
J&D ENTERPRISES, LLC
$
418,064.73 110.3996%
DATE : 04/07/10
PAGE : 057 -2
TABULATION OF BIDS
CALL ORDER
: 057
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2 ) 10040
|(
)
|MCCARTNEY CONSTRUCTION CO., |J&D ENTERPRISES, LLC
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206B000
LUMP|
2000.00000
2000.00|
7500.00000
7500.00|
Removal Of Old Box Culvert, Station
|
|
|
35+55.53
|
|
|
0020 206E039
1.000 EACH|
Removing Mailboxes (Including Reset
|
With a New 2 Inch Metal Or 4 Inch
Timber Post)
|
0030 210A000
200.00000
|
200.00|
|
250.00000
250.00|
|
|
|
|
|
1100.000
CUYD|
|
1.00000
1100.00|
|
15.00000
16500.00|
|
0040 210D001
100.000
Measurement)
CUYD|
|
27.50000
2750.00|
|
20.00000
2000.00|
|
0050 214A000
|
|
|
100.000
CUYD|
|
26.00000
2600.00|
|
12.00000
1200.00|
|
0060 214B001
150.000
CUYD|
|
42.00000
6300.00|
|
35.00000
5250.00|
|
0070 305B077
108.000 TON |
|
Miscellaneous Use
|
32.00000
3456.00|
|
28.00000
3024.00|
|
0080 401B108
17304.000 SQYD|
|
Additive)
|
1.50000
0090 405A000
Tack Coat
2.50000
519.000
GAL |
|
|
25956.00|
|
|
3.25000
|
1297.50|
|
56238.00|
|
|
3.00000
1557.00|
|
DATE : 04/07/10
PAGE : 057 -3
TABULATION OF BIDS
CALL ORDER
: 057
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 10040
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 407B000
2.000 MILE|
1100.00000
2200.00|
895.00000
1790.00|
|
|
|
Pavement
|
|
|
0110 408A051
1903.000 SQYD|
|
|
4.50000
0120 424A360
1475.000 TON |
|
|
62.00000
72.00000
|
0140 424A369
45.000 TON |
|
|
74.00000
|
0150 424B654
300.000 TON |
|
|
116.00000
|
0160 430B043
259.000 TON |
|
Run)
|
8.00000
|
|
0130 424A366
40.000 TON |
|
|
8563.50|
|
25.00000
91450.00|
|
15224.00|
|
|
71.53000
105506.75|
|
|
|
|
|
2880.00|
|
85.00000
3400.00|
|
|
|
|
|
3330.00|
|
90.00000
4050.00|
|
|
|
|
|
34800.00|
|
90.00000
27000.00|
|
|
|
|
|
6475.00|
|
|
28.00000
7252.00|
|
|
DATE : 04/07/10
PAGE : 057 -4
TABULATION OF BIDS
CALL ORDER
: 057
10:00 AM
DIVISION
: 04
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 10040
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 502A000
15940.000 LB |
1.60000
25504.00|
1.00000
15940.00|
Steel Reinforcement
|
|
|
0180 524A011
83.000
Culvert Concrete (Cast In Place)
CUYD|
|
690.00000
57270.00|
|
580.00000
48140.00|
|
0190 600A000
Mobilization
LUMP|
|
33545.00000
33545.00|
|
22565.00000
22565.00|
|
0200 602A000
7.000
EACH|
|
280.00000
1960.00|
|
157.00000
1099.00|
|
0210 602C000
2.000
EACH|
|
280.00000
560.00|
|
250.00000
500.00|
|
0220 610C001
30.000
TON |
|
50.00000
1500.00|
|
60.00000
1800.00|
|
0230 610D003
33.000
SQYD|
|
6.00000
198.00|
|
5.00000
165.00|
|
5.000
CUYD|
|
725.00000
3625.00|
|
775.00000
3875.00|
|
0250 622A002
6.000
EACH|
|
500.00000
3000.00|
|
498.00000
2988.00|
|
0270 641S500
Valve Box Reset
2.000
EACH|
|
175.00000
350.00|
|
187.00000
374.00|
|
0280 650A000
Topsoil
30.000
CUYD|
|
33.00000
990.00|
|
35.00000
1050.00|
|
0290 652A100
Seeding
1.000
ACRE|
|
1050.00000
1050.00|
|
1500.00000
1500.00|
|
1102.000
SQYD|
|
5.25000
5785.50|
|
5.00000
5510.00|
|
0240 620A000
0300 654A000
Solid Sodding
DATE : 04/07/10
PAGE : 057 -5
TABULATION OF BIDS
CALL ORDER
: 057
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 10040
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0310 656A010
1.000 ACRE|
1050.00000
1050.00|
1500.00000
1500.00|
Mulching
|
|
|
0320 659A036
200.000 SQYD|
|
(2D)
|
2.10000
420.00|
|
4.00000
|
800.00|
|
|
0330 665A000
Temporary Seeding
1.000
ACRE|
|
945.00000
945.00|
|
875.00000
875.00|
|
0340 665B000
Temporary Mulching
1.000
ACRE|
|
1050.00000
1050.00|
|
875.00000
875.00|
|
200.000
SQYD|
|
2.50000
500.00|
|
5.00000
1000.00|
|
60.000
TON |
|
48.00000
2880.00|
|
50.00000
3000.00|
|
0350 665E000
Polyethylene
0360 665I000
0370 665J002
Silt Fence
150.000
LF
|
|
5.25000
787.50|
|
5.00000
750.00|
|
0380 665O001
Silt Fence Removal
150.000
LF
|
|
2.10000
315.00|
|
1.00000
150.00|
|
0390 665Q002
Wattle
150.000
LF
|
|
8.40000
1260.00|
|
9.70000
1455.00|
|
LUMP|
|
6530.00000
6530.00|
|
7500.00000
7500.00|
|
0410 698A000
LUMP|
to $ 23,000.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
0420 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3087.00000
0400 680A000
|
6174.00|
|
|
|
3411.00000
6822.00|
|
|
DATE : 04/07/10
PAGE : 057 -6
TABULATION OF BIDS
CALL ORDER
: 057
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 13022
|(
2
) 10040
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0430 701A230
2.000 MILE|
3087.00000
6174.00|
3411.00000
6822.00|
|
|
|
Stripe (5" Wide)
|
|
|
0440 701E000
12506.000
|
|
0.17000
2126.02|
|
0.20000
2501.20|
|
0450 703A002
1355.000 SQFT|
A
|
3.31000
4485.05|
|
4.12000
5582.60|
|
0460 703D001
510.000
SQFT|
|
1.93000
984.30|
|
1.20000
612.00|
|
0470 705A037
136.000 EACH|
|
7.44000
1011.84|
|
5.88000
799.68|
|
0480 740B000
Construction Signs
690.000
SQFT|
|
8.00000
5520.00|
|
9.00000
6210.00|
|
0490 740D000
Channelizing Drums
50.000
EACH|
|
54.00000
2700.00|
|
60.00000
3000.00|
|
0500 740E000
50.000
EACH|
|
2.00000
100.00|
|
13.75000
687.50|
|
0510 740F002
10.000
EACH|
|
205.00000
2050.00|
|
275.00000
2750.00|
|
0520 740I005
5.000 EACH|
175.00000
875.00|
|
125.00000
625.00|
|
1.00000
50.00|
|
10.00000
500.00|
|
0530 740M001
Ballast For Cone
50.000
LF
EACH|
|
|
|
SECTION TOTALS
|
$
378,683.21|
$
418,064.73|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
378,683.21|
$
418,064.73|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 058 -1
VENDOR RANKING
CALL ORDER
: 058
10:00 AM
DIVISION
: 04
CONTRACT TIME :
90
Working Days
for constructing the Bridge Replacement (Bridge Culvert) and
Approaches on CR-81 (Eulaton Road) at an unnamed creek 0.109
miles east of Cooper Circle in Anniston. Length 0.208 mi.
COUNTIES : CALHOUN
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
03104
$
272,326.85 100.0000%
2
23070
WINSTON CONTRACTING, L.L.C.
$
276,292.03 101.4560%
3
02109
$
300,240.78 110.2502%
4
09026
$
312,826.34 114.8716%
5
01001
ABRAMSON, LLC
$
351,724.85 129.1554%
6
02096
E. O. BYARS CONSTRUCTION, INC.
$
355,960.17 130.7106%
7
20011
TRI-COUNTY CONSTRUCTION, INC.
$
361,035.08 132.5742%
8
13022
$
367,283.30 134.8686%
9
16048
WALKER PATTON COMPANY, INC.
$
371,032.77 136.2454%
DATE : 04/07/10
PAGE : 058 -2
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 03104
|(
2 ) 23070
|(
3 ) 02109
|CARCEL & G. CONSTRUCTION, L |WINSTON CONTRACTING, L.L.C. |BURNETT CIVIL CONTRACTING, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
12000.00000
12000.00|
5600.00000
5600.00|
4000.00000
4000.00
|
|
|
Allowable Bid $ 4000 Per Acre) (Approx.
3 Acres)
|
|
|
|
0020 206A000
LUMP|
0030 206D000
Removing Pipe
|
|
10000.00000
10000.00|
|
3300.00000
3300.00|
|
10000.00000
10000.00
114.000
LF
|
|
4.00000
456.00|
|
9.50000
1083.00|
|
6.00000
684.00
71.000
LF
|
|
2.00000
142.00|
|
1.13000
80.23|
|
1.00000
71.00
0050 206E008
4.000 EACH|
200.00000
800.00|
|
115.00000
460.00|
|
100.00000
400.00
0040 206D001
Removing Guardrail
0060 210A000
774.000
CUYD|
|
7.00000
5418.00|
|
6.00000
4644.00|
|
12.50000
9675.00
0070 210D001
2779.000
Measurement)
CUYD|
|
7.00000
19453.00|
|
10.00000
27790.00|
|
15.10000
41962.90
0080 214A000
|
|
|
600.000
CUYD|
|
4.00000
2400.00|
|
6.00000
3600.00|
|
9.00000
5400.00
0090 214B001
134.000
CUYD|
|
27.00000
3618.00|
|
32.00000
4288.00|
|
27.00000
3618.00
0100 230A000
Roadbed Processing
RBST|
|
250.00000
2750.00|
|
350.00000
3850.00|
|
600.00000
6600.00
0110 301A012
2576.000 SQYD|
|
7.00000
18032.00|
|
6.12000
15765.12|
|
9.00000
23184.00
11.000
|
|
DATE : 04/07/10
PAGE : 058 -3
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 03104
|(
2
) 23070
|(
3 ) 02109
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 401A000
2576.000 SQYD|
2.50000
6440.00|
1.48000
3812.48|
1.56000
4018.56
|
|
|
0130 405A000
Tack Coat
80.000
GAL |
|
5.00000
400.00|
|
5.18000
414.40|
|
5.45000
436.00
0140 424A340
219.000 TON |
|
|
93.87000
20557.53|
|
103.49000
22664.31|
|
108.89000
23846.91
75.26000
32963.88
25.00000
2500.00
|
0150 424B636
438.000 TON |
|
Mix, ESAL Range A/B
|
|
0160 430B043
100.000 TON |
|
Run)
|
0170 502A000
Steel Reinforcement
23186.000
LB
|
28794.12|
|
72.48000
31746.24|
|
|
|
|
|
1700.00|
|
45.20000
|
4520.00|
|
|
16230.20|
|
0.50000
11593.00|
|
0.60000
13911.60
450.00000
55350.00|
|
390.00000
47970.00|
|
415.20000
51069.60
|
|
25.00000
3700.00|
|
37.00000
5476.00|
|
33.88000
5014.24
LUMP|
|
22000.00000
22000.00|
|
28104.00000
28104.00|
|
17882.59000
17882.59
EACH|
|
125.00000
750.00|
|
140.00000
840.00|
|
250.00000
1500.00
CUYD|
|
0190 535A002
24" Side Drain Pipe
148.000
LF
6.000
|
0.70000
123.000
0200 600A000
Mobilization
17.00000
|
|
|
0180 524A010
Culvert Concrete
0210 602A000
65.74000
|
DATE : 04/07/10
PAGE : 058 -4
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 03104
|(
2
) 23070
|(
3 ) 02109
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 610C001
65.000 TON |
35.00000
2275.00|
23.00000
1495.00|
80.00000
5200.00
|
|
|
0230 610D003
65.000
SQYD|
|
2.00000
130.00|
|
2.00000
130.00|
|
2.00000
130.00
0240 619A102
6.000
Class 1
EACH|
|
750.00000
4500.00|
|
960.00000
5760.00|
|
625.00000
3750.00
|
|
|
0250 650A000
Topsoil
350.000
CUYD|
|
7.00000
2450.00|
|
12.00000
4200.00|
|
20.00000
7000.00
0260 650B000
350.000
CUYD|
|
7.00000
2450.00|
|
4.50000
1575.00|
|
2.00000
700.00
0270 652A100
Seeding
2.000
ACRE|
|
750.00000
1500.00|
|
771.00000
1542.00|
|
600.00000
1200.00
0280 656A010
Mulching
2.000
ACRE|
|
550.00000
1100.00|
|
771.00000
1542.00|
|
600.00000
1200.00
0290 665F000
Hay Bales
200.000
EACH|
|
5.00000
1000.00|
|
5.76000
1152.00|
|
5.00000
1000.00
0300 665J002
Silt Fence
1500.000
LF
|
|
2.75000
4125.00|
|
3.25000
4875.00|
|
2.72000
4080.00
0310 665O001
Silt Fence Removal
1500.000
LF
|
|
0.75000
1125.00|
|
1.25000
1875.00|
|
0.01000
15.00
160.000
LF
|
|
5.00000
800.00|
|
8.25000
1320.00|
|
6.00000
960.00
ACRE|
|
100.00000
200.00|
|
77.00000
154.00|
|
25.00000
50.00
LUMP|
|
5000.00000
5000.00|
|
11500.00000
11500.00|
|
5000.00000
5000.00
0320 665Q002
Wattle
0330 666A001
0340 680A000
2.000
DATE : 04/07/10
PAGE : 058 -5
TABULATION OF BIDS
CALL ORDER
: 058
10:00 AM
DIVISION
: 04
COUNTIES : CALHOUN
====================================================================================================================================
|(
1 ) 03104
|(
2
) 23070
|(
3 ) 02109
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0350 698A000
LUMP|
2000.00000
2000.00|
0.00000
0.00|
0.00000
0.00
|
|
to $ $9,900.00 )
|
|
|
0360 701A231
1.000 MILE|
|
Stripe
|
2200.00000
0370 701A235
1.000 MILE|
|
Stripe
|
2200.00000
0380 701C001
1.000
2200.00|
|
2160.00000
|
2200.00|
|
2160.00|
|
2310.00000
2310.00
2310.00000
2310.00
|
2160.00000
|
2160.00|
|
|
MILE|
|
750.00000
750.00|
|
771.00000
771.00|
|
825.00000
825.00
0390 705A037
35.000 EACH|
|
5.00000
175.00|
|
5.15000
180.25|
|
5.50000
192.50
0400 740B000
Construction Signs
259.000
SQFT|
|
8.25000
2136.75|
|
10.00000
2590.00|
|
11.00000
2849.00
0410 740C000
21.000
SQFT|
|
9.25000
194.25|
|
10.00000
210.00|
|
11.00000
231.00
0420 740F002
10.000
EACH|
|
450.00000
4500.00|
|
200.00000
2000.00|
|
200.00000
2000.00
0430 740I005
5.000 EACH|
105.00000
525.00|
|
300.00000
1500.00|
|
100.00000
500.00
SECTION TOTALS
|
$
272,326.85|
$
276,292.03|
$
300,240.78
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
272,326.85|
$
276,292.03|
$
300,240.78
====================================================================================================================================
DATE : 04/07/10
PAGE : 058 -6
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
4 ) 09026
|(
5
) 01001
|(
6 ) 02096
|ANGELO IAFRATE CONSTRUCTION |ABRAMSON, LLC
|E. O. BYARS CONSTRUCTION, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
3623.21000
3623.21|
12000.00000
12000.00|
12000.00000
12000.00
|
|
|
3 Acres)
|
|
|
|
0020 206A000
LUMP|
0030 206D000
Removing Pipe
|
|
9775.99000
9775.99|
|
5500.00000
5500.00|
|
12000.00000
12000.00
114.000
LF
|
|
19.24000
2193.36|
|
8.80000
1003.20|
|
2.00000
228.00
71.000
LF
|
|
1.03000
73.13|
|
1.15000
81.65|
|
2.00000
142.00
0050 206E008
4.000 EACH|
103.40000
413.60|
|
115.00000
460.00|
|
150.00000
600.00
0040 206D001
Removing Guardrail
0060 210A000
774.000
CUYD|
|
5.65000
4373.10|
|
10.80000
8359.20|
|
28.00000
21672.00
0070 210D001
2779.000
Measurement)
CUYD|
|
8.93000
24816.47|
|
9.90000
27512.10|
|
11.00000
30569.00
0080 214A000
|
|
|
600.000
CUYD|
|
8.71000
5226.00|
|
16.50000
9900.00|
|
15.00000
9000.00
0090 214B001
134.000
CUYD|
|
37.76000
5059.84|
|
38.00000
5092.00|
|
40.00000
5360.00
0100 230A000
Roadbed Processing
RBST|
|
190.98000
2100.78|
|
440.00000
4840.00|
|
400.00000
4400.00
0110 301A012
2576.000 SQYD|
|
6.52000
16795.52|
|
7.85000
20221.60|
|
6.50000
16744.00
11.000
|
|
DATE : 04/07/10
PAGE : 058 -7
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
4 ) 09026
|(
5
) 01001
|(
6 ) 02096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 401A000
2576.000 SQYD|
1.34000
3451.84|
1.50000
3864.00|
1.50000
3864.00
|
|
|
0130 405A000
Tack Coat
80.000
GAL |
|
4.70000
376.00|
|
10.00000
800.00|
|
5.20000
416.00
0140 424A340
219.000 TON |
|
|
93.87000
20557.53|
|
103.00000
22557.00|
|
103.25000
22611.75
72.31000
31671.78
40.00000
4000.00
|
0150 424B636
438.000 TON |
|
Mix, ESAL Range A/B
|
|
0160 430B043
100.000 TON |
|
Run)
|
0170 502A000
Steel Reinforcement
23186.000
LB
|
28794.12|
|
72.00000
31536.00|
|
|
|
|
|
2907.00|
|
35.00000
|
3500.00|
|
|
21331.12|
|
0.75000
17389.50|
|
0.94000
21794.84
670.32000
82449.36|
|
620.00000
76260.00|
|
544.00000
66912.00
|
|
43.54000
6443.92|
|
33.00000
4884.00|
|
40.00000
5920.00
LUMP|
|
26708.70000
26708.70|
|
44300.00000
44300.00|
|
23700.00000
23700.00
EACH|
|
194.85000
1169.10|
|
330.00000
1980.00|
|
300.00000
1800.00
CUYD|
|
0190 535A002
24" Side Drain Pipe
148.000
LF
6.000
|
0.92000
123.000
0200 600A000
Mobilization
29.07000
|
|
|
0180 524A010
Culvert Concrete
0210 602A000
65.74000
|
DATE : 04/07/10
PAGE : 058 -8
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
4 ) 09026
|(
5
) 01001
|(
6 ) 02096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 610C001
65.000 TON |
48.31000
3140.15|
38.50000
2502.50|
40.00000
2600.00
|
|
|
0230 610D003
65.000
SQYD|
|
7.63000
495.95|
|
3.85000
250.25|
|
4.00000
260.00
0240 619A102
6.000
Class 1
EACH|
|
1126.39000
6758.34|
|
800.00000
4800.00|
|
550.00000
3300.00
|
|
|
0250 650A000
Topsoil
350.000
CUYD|
|
15.89000
5561.50|
|
11.00000
3850.00|
|
11.00000
3850.00
0260 650B000
350.000
CUYD|
|
5.98000
2093.00|
|
8.80000
3080.00|
|
11.00000
3850.00
0270 652A100
Seeding
2.000
ACRE|
|
705.00000
1410.00|
|
780.00000
1560.00|
|
1590.00000
3180.00
0280 656A010
Mulching
2.000
ACRE|
|
705.00000
1410.00|
|
780.00000
1560.00|
|
1590.00000
3180.00
0290 665F000
Hay Bales
200.000
EACH|
|
4.70000
940.00|
|
6.00000
1200.00|
|
7.00000
1400.00
0300 665J002
Silt Fence
1500.000
LF
|
|
2.91000
4365.00|
|
3.25000
4875.00|
|
4.00000
6000.00
0310 665O001
Silt Fence Removal
1500.000
LF
|
|
1.18000
1770.00|
|
1.30000
1950.00|
|
2.00000
3000.00
160.000
LF
|
|
7.52000
1203.20|
|
8.40000
1344.00|
|
9.00000
1440.00
ACRE|
|
70.50000
141.00|
|
80.00000
160.00|
|
30.00000
60.00
LUMP|
|
5000.00000
5000.00|
|
12000.00000
12000.00|
|
15000.00000
15000.00
0320 665Q002
Wattle
0330 666A001
0340 680A000
2.000
DATE : 04/07/10
PAGE : 058 -9
TABULATION OF BIDS
CALL ORDER
: 058
10:00 AM
DIVISION
: 04
COUNTIES : CALHOUN
====================================================================================================================================
|(
4 ) 09026
|(
5
) 01001
|(
6 ) 02096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0350 698A000
LUMP|
0.01000
0.01|
0.00000
0.00|
1400.00000
1400.00
|
|
to $ $9,900.00 )
|
|
|
0360 701A231
1.000 MILE|
|
Stripe
|
1974.00000
0370 701A235
1.000 MILE|
|
Stripe
|
1974.00000
0380 701C001
1.000
1974.00|
|
2200.00000
|
1974.00|
|
2200.00|
|
2750.00000
2750.00
2750.00000
2750.00
|
2200.00000
|
2200.00|
|
|
MILE|
|
705.00000
705.00|
|
790.00000
790.00|
|
880.00000
880.00
0390 705A037
35.000 EACH|
|
4.70000
164.50|
|
5.25000
183.75|
|
5.50000
192.50
0400 740B000
Construction Signs
259.000
SQFT|
|
10.00000
2590.00|
|
7.70000
1994.30|
|
7.70000
1994.30
0410 740C000
21.000
SQFT|
|
11.00000
231.00|
|
8.80000
184.80|
|
8.00000
168.00
0420 740F002
10.000
EACH|
|
185.00000
1850.00|
|
250.00000
2500.00|
|
200.00000
2000.00
0430 740I005
5.000 EACH|
82.00000
410.00|
|
100.00000
500.00|
|
260.00000
1300.00
SECTION TOTALS
|
$
312,826.34|
$
351,724.85|
$
355,960.17
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
312,826.34|
$
351,724.85|
$
355,960.17
====================================================================================================================================
DATE : 04/07/10
PAGE : 058 -10
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
7 ) 20011
|(
8
) 13022
|(
9 ) 16048
|TRI-COUNTY CONSTRUCTION, IN |MCCARTNEY CONSTRUCTION CO., |WALKER PATTON COMPANY, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
10000.00000
10000.00|
12000.00000
12000.00|
12000.00000
12000.00
|
|
|
3 Acres)
|
|
|
|
0020 206A000
LUMP|
0030 206D000
Removing Pipe
|
|
10000.00000
10000.00|
|
8000.00000
8000.00|
|
15000.00000
15000.00
114.000
LF
|
|
15.00000
1710.00|
|
16.00000
1824.00|
|
7.00000
798.00
71.000
LF
|
|
5.00000
355.00|
|
1.15000
81.65|
|
3.50000
248.50
0050 206E008
4.000 EACH|
200.00000
800.00|
|
115.50000
462.00|
|
200.00000
800.00
0040 206D001
Removing Guardrail
0060 210A000
774.000
CUYD|
|
8.00000
6192.00|
|
15.00000
11610.00|
|
8.00000
6192.00
0070 210D001
2779.000
Measurement)
CUYD|
|
9.00000
25011.00|
|
13.00000
36127.00|
|
10.58000
29401.82
0080 214A000
|
|
|
600.000
CUYD|
|
34.00000
20400.00|
|
13.00000
7800.00|
|
9.00000
5400.00
0090 214B001
134.000
CUYD|
|
40.00000
5360.00|
|
35.00000
4690.00|
|
34.42000
4612.28
0100 230A000
Roadbed Processing
RBST|
|
500.00000
5500.00|
|
525.00000
5775.00|
|
375.00000
4125.00
0110 301A012
2576.000 SQYD|
|
8.50000
21896.00|
|
7.00000
18032.00|
|
9.11000
23467.36
11.000
|
|
DATE : 04/07/10
PAGE : 058 -11
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
7 ) 20011
|(
8
) 13022
|(
9 ) 16048
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 401A000
2576.000 SQYD|
1.43000
3683.68|
2.00000
5152.00|
3.75000
9660.00
|
|
|
0130 405A000
Tack Coat
80.000
GAL |
|
5.03000
402.40|
|
5.00000
400.00|
|
4.00000
320.00
0140 424A340
219.000 TON |
|
|
75.00000
16425.00|
|
80.00000
17520.00|
|
98.00000
21462.00
88.00000
38544.00
44.94000
4494.00
|
0150 424B636
438.000 TON |
|
Mix, ESAL Range A/B
|
|
0160 430B043
100.000 TON |
|
Run)
|
0170 502A000
Steel Reinforcement
23186.000
LB
|
45990.00|
|
60.00000
26280.00|
|
|
|
|
|
4000.00|
|
30.00000
|
3000.00|
|
|
17389.50|
|
1.15000
26663.90|
|
0.70000
16230.20
550.00000
67650.00|
|
685.00000
84255.00|
|
654.56000
80510.88
|
|
45.00000
6660.00|
|
46.00000
6808.00|
|
43.46000
6432.08
LUMP|
|
28000.00000
28000.00|
|
32000.00000
32000.00|
|
17200.00000
17200.00
EACH|
|
300.00000
1800.00|
|
280.00000
1680.00|
|
160.00000
960.00
CUYD|
|
0190 535A002
24" Side Drain Pipe
148.000
LF
6.000
|
0.75000
123.000
0200 600A000
Mobilization
40.00000
|
|
|
0180 524A010
Culvert Concrete
0210 602A000
105.00000
|
DATE : 04/07/10
PAGE : 058 -12
TABULATION OF BIDS
CALL ORDER
: 058
DIVISION
: 04
10:00 AM
COUNTIES : CALHOUN
====================================================================================================================================
|(
7 ) 20011
|(
8
) 13022
|(
9 ) 16048
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 610C001
65.000 TON |
60.00000
3900.00|
33.00000
2145.00|
28.72000
1866.80
|
|
|
0230 610D003
65.000
SQYD|
|
2.00000
130.00|
|
9.00000
585.00|
|
5.00000
325.00
0240 619A102
6.000
Class 1
EACH|
|
950.00000
5700.00|
|
1010.00000
6060.00|
|
750.00000
4500.00
|
|
|
0250 650A000
Topsoil
350.000
CUYD|
|
15.00000
5250.00|
|
17.00000
5950.00|
|
7.00000
2450.00
0260 650B000
350.000
CUYD|
|
7.00000
2450.00|
|
17.00000
5950.00|
|
8.00000
2800.00
0270 652A100
Seeding
2.000
ACRE|
|
1600.00000
3200.00|
|
788.00000
1576.00|
|
1300.00000
2600.00
0280 656A010
Mulching
2.000
ACRE|
|
1600.00000
3200.00|
|
788.00000
1576.00|
|
1300.00000
2600.00
0290 665F000
Hay Bales
200.000
EACH|
|
6.00000
1200.00|
|
14.00000
2800.00|
|
6.00000
1200.00
0300 665J002
Silt Fence
1500.000
LF
|
|
3.63000
5445.00|
|
4.06000
6090.00|
|
4.20000
6300.00
0310 665O001
Silt Fence Removal
1500.000
LF
|
|
1.40000
2100.00|
|
1.30000
1950.00|
|
1.15000
1725.00
160.000
LF
|
|
7.50000
1200.00|
|
8.40000
1344.00|
|
9.00000
1440.00
ACRE|
|
29.00000
58.00|
|
78.75000
157.50|
|
107.00000
214.00
LUMP|
|
12000.00000
12000.00|
|
9918.00000
9918.00|
|
6500.00000
6500.00
0320 665Q002
Wattle
0330 666A001
0340 680A000
2.000
DATE : 04/07/10
PAGE : 058 -13
TABULATION OF BIDS
CALL ORDER
: 058
10:00 AM
DIVISION
: 04
COUNTIES : CALHOUN
====================================================================================================================================
|(
7 ) 20011
|(
8
) 13022
|(
9 ) 16048
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0350 698A000
LUMP|
4000.00000
4000.00|
0.00000
0.00|
5000.00000
5000.00
|
|
to $ $9,900.00 )
|
|
|
0360 701A231
1.000 MILE|
|
Stripe
|
2700.00000
0370 701A235
1.000 MILE|
|
Stripe
|
2700.00000
0380 701C001
1.000
2700.00|
|
2205.00000
|
2700.00|
|
2205.00|
|
4237.20000
4237.20
4237.20000
4237.20
|
2205.00000
|
2205.00|
|
|
MILE|
|
880.00000
880.00|
|
787.50000
787.50|
|
1694.88000
1694.88
0390 705A037
35.000 EACH|
|
5.50000
192.50|
|
5.25000
183.75|
|
7.49000
262.15
0400 740B000
Construction Signs
259.000
SQFT|
|
7.25000
1877.75|
|
8.00000
2072.00|
|
7.49000
1939.91
0410 740C000
21.000
SQFT|
|
7.25000
152.25|
|
8.00000
168.00|
|
8.56000
179.76
0420 740F002
10.000
EACH|
|
210.00000
2100.00|
|
205.00000
2050.00|
|
187.25000
1872.50
0430 740I005
5.000 EACH|
275.00000
1375.00|
|
270.00000
1350.00|
|
101.65000
508.25
SECTION TOTALS
|
$
361,035.08|
$
367,283.30|
$
352,310.77
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
361,035.08|
$
367,283.30|
$
371,032.77
====================================================================================================================================
DATE : 04/07/10
PAGE : 059 -1
VENDOR RANKING
CALL ORDER
: 059
10:00 AM
DIVISION
: 07
CONTRACT TIME :
30
Working Days
for constructing the Resurfacing on Fortner Street in Dothan
from 875' east of S. Brannon Stand Road to 400' west of
Honeysuckle Road. Length 2.639 mi.
COUNTIES : HOUSTON
(available days)
PROJECT(S) : STMOA-STPOA-9414(601)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
12501
LEWIS INC.
$
441,137.80 100.0000%
2
01096
$
444,041.00 100.6581%
3
23024
$
449,711.26 101.9435%
4
01053
ANDERSON COLUMBIA CO., INC.
$
457,433.53 103.6940%
DATE : 04/07/10
PAGE : 059 -2
TABULATION OF BIDS
CALL ORDER
: 059
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 12501
|(
2 ) 01096
|(
3 ) 23024
|LEWIS INC.
|WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206E027
4.000 EACH|
250.00000
1000.00|
250.00000
1000.00|
252.16000
1008.64
Removing Guardrail End Anchor (Type 10 |
|
|
Series)
|
|
|
0020 401B108
38040.000 SQYD|
|
Additive)
|
1.72000
0030 405A000
Tack Coat
65428.80|
|
1.70000
|
64668.00|
|
1.94000
73797.60
|
2300.000
GAL |
|
3.50000
8050.00|
|
3.10000
7130.00|
|
4.00000
9200.00
0040 407B000
3.000
Pavement
MILE|
|
1150.00000
3450.00|
|
208.00000
624.00|
|
400.00000
1200.00
10.00000
2450.00
70.61000
67079.50
67.59000
222033.15
|
|
0050 408A052
245.000 SQYD|
|
|
10.00000
0060 424A338
950.000 TON |
|
|
64.00000
|
7.50000
|
|
0070 424A341
3285.000 TON |
|
|
2450.00|
|
|
66.00000
60800.00|
|
1837.50|
|
|
76.75000
72912.50|
|
|
|
|
|
216810.00|
|
71.00000
233235.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 059 -3
TABULATION OF BIDS
CALL ORDER
: 059
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
1 ) 12501
|(
2
) 01096
|(
3 ) 23024
|LEWIS INC.
|WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 424B647
480.000 TON |
65.00000
31200.00|
68.00000
32640.00|
65.86000
31612.80
|
|
|
|
|
|
|
0090 600A000
Mobilization
|
|
LUMP|
|
19830.00000
19830.00|
|
13800.00000
13800.00|
|
21217.00000
21217.00
0100 630C050
4.000 EACH|
|
1900.00000
7600.00|
|
1900.00000
7600.00|
|
1916.44000
7665.76
0110 630C065
4.000 EACH|
Guardrail End Anchor, Type 13 (Retrofit |
1175.00000
4700.00|
|
1175.00000
4700.00|
|
1185.16000
4740.64
0120 698A000
LUMP|
to $ 20,750.00)
|
15000.00000
15000.00|
|
0.00000
0.00|
|
4150.00000
4150.00
0130 740B000
Construction Signs
|
|
367.000
SQFT|
|
7.00000
2569.00|
|
7.00000
2569.00|
|
7.51000
2756.17
0140 740E000
25.000
EACH|
|
20.00000
500.00|
|
8.00000
200.00|
|
8.00000
200.00
0150 740M001
Ballast For Cone
25.000
EACH|
|
10.00000
250.00|
|
5.00000
125.00|
|
4.00000
100.00
1.000
EACH|
|
1500.00000
1500.00|
|
1000.00000
1000.00|
|
500.00000
500.00
0160 740O000
Pilot Car
SECTION TOTALS
|
$
441,137.80|
$
444,041.00|
$
449,711.26
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
441,137.80|
$
444,041.00|
$
449,711.26
====================================================================================================================================
DATE : 04/07/10
PAGE : 059 -4
TABULATION OF BIDS
CALL ORDER
: 059
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
4 ) 01053
|(
)
|(
)
|ANDERSON COLUMBIA CO., INC. |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206E027
4.000 EACH|
290.31000
1161.24|
|
Removing Guardrail End Anchor (Type 10 |
|
|
Series)
|
|
|
0020 401B108
38040.000 SQYD|
|
Additive)
|
1.81000
0030 405A000
Tack Coat
68852.40|
|
|
|
|
|
2300.000
GAL |
|
2.48000
5704.00|
|
|
|
0040 407B000
3.000
Pavement
MILE|
|
371.29000
1113.87|
|
|
|
|
|
1991.85|
|
|
|
|
|
64400.50|
|
|
|
|
|
|
|
234549.00|
|
|
|
|
|
|
|
|
0050 408A052
245.000 SQYD|
|
|
8.13000
0060 424A338
950.000 TON |
|
|
67.79000
|
0070 424A341
3285.000 TON |
|
|
|
71.40000
DATE : 04/07/10
PAGE : 059 -5
TABULATION OF BIDS
CALL ORDER
: 059
DIVISION
: 07
10:00 AM
COUNTIES : HOUSTON
====================================================================================================================================
|(
4 ) 01053
|(
)
|(
)
|ANDERSON COLUMBIA CO., INC. |
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 424B647
480.000 TON |
71.79000
34459.20|
|
|
|
|
|
|
|
|
0090 600A000
Mobilization
|
|
LUMP|
|
27055.85000
27055.85|
|
|
|
0100 630C050
4.000 EACH|
|
2206.38000
8825.52|
|
|
|
0110 630C065
4.000 EACH|
Guardrail End Anchor, Type 13 (Retrofit |
1364.47000
5457.88|
|
|
|
0120 698A000
LUMP|
to $ 20,750.00)
|
1.16000
1.16|
|
|
|
|
|
0130 740B000
Construction Signs
367.000
SQFT|
|
8.71000
3196.57|
|
|
|
0140 740E000
25.000
EACH|
|
15.09000
377.25|
|
|
|
0150 740M001
Ballast For Cone
25.000
EACH|
|
11.03000
275.75|
|
|
|
1.000
EACH|
|
11.49000
11.49|
|
|
|
0160 740O000
Pilot Car
SECTION TOTALS
|
$
457,433.53|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
457,433.53|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 061 -1
VENDOR RANKING
CALL ORDER
: 061
10:00 AM
DIVISION
: 04
CONTRACT TIME :
30
Working Days
Sandfort Road from the Phenix City west city limits to
Dillingham Street. Length 2.424 mi.
COUNTIES : RUSSELL
(available days)
PROJECT(S) : STMPC-8007(601)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
05002
$
434,952.17 100.0000%
DATE : 04/07/10
PAGE : 061 -2
TABULATION OF BIDS
CALL ORDER
: 061
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B108
36945.000 SQYD|
1.63000
60220.35|
|
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
50.000
GAL |
|
10.00000
500.00|
|
|
|
0030 407B000
3.000
Pavement
MILE|
|
600.00000
1800.00|
|
|
|
|
|
5660.00|
|
|
|
|
|
194606.82|
|
|
|
|
|
|
|
4400.00|
|
|
|
|
|
|
|
4400.00|
|
|
|
|
|
|
|
|
0040 408A051
283.000 SQYD|
|
|
20.00000
0050 424A340
2494.000 TON |
|
|
78.03000
|
0060 424A346
50.000 TON |
|
|
88.00000
|
0070 424A349
50.000 TON |
|
|
|
88.00000
DATE : 04/07/10
PAGE : 061 -3
TABULATION OF BIDS
CALL ORDER
: 061
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 424B639
50.000 TON |
124.00000
6200.00|
|
|
|
|
|
|
|
|
0090 430B043
114.000 TON |
|
Run)
|
0100 600A000
Mobilization
35.00000
|
|
3990.00|
|
|
|
|
|
LUMP|
|
17470.00000
17470.00|
|
|
|
1090.000
TON |
|
33.00000
35970.00|
|
|
|
0120 610D003
1022.000
SQYD|
|
2.50000
2555.00|
|
|
|
|
|
28.00000
2800.00|
|
|
|
0140 630C050
8.000 EACH|
|
1850.00000
14800.00|
|
|
|
0150 698A000
LUMP|
to $ 18,400.00)
|
4000.00000
4000.00|
|
|
|
|
|
0160 701A227
5.000 MILE|
|
Stripe (5" Wide)
|
3500.00000
17500.00|
|
|
|
|
|
0170 701A230
5.000 MILE|
|
Stripe (5" Wide)
|
3500.00000
17500.00|
|
|
|
|
|
0110 610C001
0130 630A001
100.000 LF
DATE : 04/07/10
PAGE : 061 -4
TABULATION OF BIDS
CALL ORDER
: 061
10:00 AM
DIVISION
: 04
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 701A244
1.000 MILE|
2300.00000
2300.00|
|
|
|
Stripe (5" Wide)
|
|
|
0190 701C000
2.000
MILE|
|
950.00000
1900.00|
|
|
|
0200 701C001
10.000
MILE|
|
1050.00000
10500.00|
|
|
|
0210 703A002
660.000 SQFT|
A
|
4.60000
3036.00|
|
|
|
|
|
0220 703D001
660.000
SQFT|
|
3.40000
2244.00|
|
|
|
0230 705A037
320.000 EACH|
|
6.00000
1920.00|
|
|
|
0240 731A000
1.000
Traffic Counting Units, Type A
EACH|
|
8500.00000
8500.00|
|
|
|
0250 740B000
Construction Signs
370.000
SQFT|
|
14.00000
5180.00|
|
|
|
0260 740E000
50.000
EACH|
|
20.00000
1000.00|
|
|
|
0270 740M001
Ballast For Cone
50.000
EACH|
|
20.00000
1000.00|
|
|
|
1.000
EACH|
|
3000.00000
3000.00|
|
|
|
0280 740O000
Pilot Car
SECTION TOTALS
|
$
434,952.17|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
434,952.17|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 062 -1
VENDOR RANKING
CALL ORDER
: 062
10:00 AM
DIVISION
: 04
CONTRACT TIME :
30
Working Days
on Opelika Road from CR-418 (Crawford Road) to Twenty Second
Street and from CR-299 (Dobbs Road) to the west Phenix City
city limit. Length 0.949 mi.
COUNTIES : RUSSELL
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
05002
$
236,047.28 100.0000%
DATE : 04/07/10
PAGE : 062 -2
TABULATION OF BIDS
CALL ORDER
: 062
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
2100.000 GAL |
3.00000
6300.00|
|
Tack Coat
|
|
|
0020 407B000
2.000
Pavement
MILE|
|
600.00000
|
0030 408A051
19926.000 SQYD|
|
|
2.00000
0040 408A053
630.000 SQYD|
|
|
10.00000
0050 424A356
1096.000 TON |
|
|
78.93000
|
0060 424A358
50.000 TON |
|
|
90.00000
|
0070 424A359
50.000 TON |
|
Aggregate Size Mix,ESAL Range C/D
|
|
90.00000
1200.00|
|
|
|
|
|
39852.00|
|
|
|
|
|
6300.00|
|
|
|
|
|
86507.28|
|
|
|
|
|
|
|
4500.00|
|
|
|
|
|
|
|
4500.00|
|
|
|
|
|
|
|
DATE : 04/07/10
PAGE : 062 -3
TABULATION OF BIDS
CALL ORDER
: 062
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 424B654
100.000 TON |
124.00000
12400.00|
|
|
|
|
|
|
|
0090 600A000
Mobilization
|
|
|
LUMP|
|
6963.00000
6963.00|
|
|
|
0100 698A000
LUMP|
to $ 9,250.00)
|
5480.00000
5480.00|
|
|
|
|
|
0110 701A227
2.000 MILE|
|
Stripe (5" Wide)
|
3500.00000
7000.00|
|
|
|
|
|
0120 701A230
2.000 MILE|
|
Stripe (5" Wide)
|
3500.00000
7000.00|
|
|
|
|
|
0130 701A244
1.000 MILE|
Stripe (5" Wide)
|
2400.00000
2400.00|
|
|
|
|
|
240.00|
|
|
|
|
|
0140 701B207
150.000 LF
(5" Wide)
|
|
1.60000
|
0150 701C000
2.000
MILE|
|
1100.00000
2200.00|
|
|
|
0160 701C001
6.000
MILE|
|
1300.00000
7800.00|
|
|
|
DATE : 04/07/10
PAGE : 062 -4
TABULATION OF BIDS
CALL ORDER
: 062
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0170 703A002
1325.000 SQFT|
4.60000
6095.00|
|
|
|
A
|
|
|
0180 703B002
90.000 SQFT|
6.20000
558.00|
|
|
|
0190 703D001
200.000
SQFT|
|
3.80000
760.00|
|
|
|
0200 705A030
10.000 EACH|
|
6.00000
60.00|
|
|
|
0210 705A032
100.000 EACH|
|
6.00000
600.00|
|
|
|
0220 705A037
139.000 EACH|
|
6.00000
834.00|
|
|
|
0230 705A038
50.000 EACH|
|
6.00000
300.00|
|
|
|
0240 730H001
Loop Wire
4800.000
LF
|
|
3.75000
18000.00|
|
|
|
0250 730I001
100.000
LF
|
|
1.50000
150.00|
|
|
|
0260 740B000
Construction Signs
331.000
SQFT|
|
12.00000
3972.00|
|
|
|
36.000
SQFT|
|
12.00000
432.00|
|
|
|
0280 740C002
12.000 SQFT|
|
Plaque)
|
12.00000
144.00|
|
|
|
|
|
0270 740C000
DATE : 04/07/10
PAGE : 062 -5
TABULATION OF BIDS
CALL ORDER
: 062
10:00 AM
DIVISION
: 04
COUNTIES : RUSSELL
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0290 740E000
50.000 EACH|
20.00000
1000.00|
|
|
|
|
0300 740M001
Ballast For Cone
0310 740O000
Pilot Car
50.000
EACH|
|
20.00000
1000.00|
|
|
|
1.000
EACH|
|
1500.00000
1500.00|
|
|
|
SECTION TOTALS
|
$
236,047.28|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
236,047.28|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 063 -1
VENDOR RANKING
CALL ORDER
: 063
10:00 AM
DIVISION
: 04
CONTRACT TIME :
45
Working Days
CR-427 from SR-1 (US-280) to CR-248 in Phenix City. Length
1.778 mi.
COUNTIES : RUSSELL
LEE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
05002
$
447,741.85 100.0000%
DATE : 04/07/10
PAGE : 063 -2
TABULATION OF BIDS
CALL ORDER
: 063
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
LEE
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C010
120.000 SQYD|
25.00000
3000.00|
|
|
|
|
0020 210D001
2429.000
Measurement)
CUYD|
|
18.00000
|
0030 401B108
24400.000 SQYD|
|
Additive)
|
1.50000
0040 405A000
Tack Coat
43722.00|
|
|
|
|
|
36600.00|
|
|
|
|
|
775.000
GAL |
|
3.50000
2712.50|
|
|
|
0050 407B000
3.000
Pavement
MILE|
|
550.00000
1650.00|
|
|
|
|
|
158219.00|
|
|
|
|
|
|
|
18960.00|
|
|
|
|
|
|
|
32332.00|
|
|
|
|
|
|
|
|
|
|
0060 424A366
2050.000 TON |
|
|
|
0070 424B655
150.000 TON |
|
|
0080 424C371
400.000
77.18000
126.40000
|
TON |
|
80.83000
DATE : 04/07/10
PAGE : 063 -3
TABULATION OF BIDS
CALL ORDER
: 063
DIVISION
: 04
10:00 AM
COUNTIES : RUSSELL
LEE
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0090 430B043
375.000 TON |
25.00000
9375.00|
|
|
|
|
Run)
|
|
|
0100 600A000
Mobilization
LUMP|
|
10250.00000
10250.00|
|
|
|
|
|
17.75000
22347.25|
|
|
|
EACH|
|
800.00000
800.00|
|
|
|
0130 630C050
9.000 EACH|
|
1900.00000
17100.00|
|
|
|
0110 630A001
1259.000 LF
0120 630C001
1.000
0140 652A100
Seeding
4.000
ACRE|
|
700.00000
2800.00|
|
|
|
0150 652C000
Mowing
2.000
ACRE|
|
125.00000
250.00|
|
|
|
0160 656A010
Mulching
2.000
ACRE|
|
800.00000
1600.00|
|
|
|
0170 665F000
Hay Bales
100.000
EACH|
|
8.00000
800.00|
|
|
|
0180 665J002
Silt Fence
3060.000
LF
|
|
3.50000
10710.00|
|
|
|
0190 665O001
Silt Fence Removal
3060.000
LF
|
|
2.00000
6120.00|
|
|
|
ACRE|
|
0.00000
0.00|
|
|
|
0210 698A000
LUMP|
to $ 19,000.00)
|
19000.00000
19000.00|
|
|
|
|
|
0200 666A001
2.000
DATE : 04/07/10
PAGE : 063 -4
TABULATION OF BIDS
CALL ORDER
: 063
10:00 AM
DIVISION
: 04
COUNTIES : RUSSELL
LEE
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0220 701A030
6.000 MILE|
2100.00000
12600.00|
|
|
|
|
Stripe
|
|
|
0230 701A034
6.000 MILE|
Stripe
|
2100.00000
12600.00|
|
|
|
|
|
0240 701A044
2.000 MILE|
Stripe
|
1300.00000
2600.00|
|
|
|
|
|
0250 701B007
235.000 LF |
1.20000
282.00|
|
|
|
0260 701C000
4.000
MILE|
|
900.00000
3600.00|
|
|
|
0270 701C001
4.000
MILE|
|
1000.00000
4000.00|
|
|
|
0280 703A004
304.000 SQFT|
|
Type A
|
4.40000
1337.60|
|
|
|
|
|
0290 703B004
45.000 SQFT|
A
|
5.90000
265.50|
|
|
|
|
|
0300 705A030
50.000 EACH|
|
5.80000
290.00|
|
|
|
0310 705A031
25.000 EACH|
|
5.80000
145.00|
|
|
|
DATE : 04/07/10
PAGE : 063 -5
TABULATION OF BIDS
CALL ORDER
: 063
10:00 AM
DIVISION
: 04
COUNTIES : RUSSELL
LEE
====================================================================================================================================
|(
1 ) 05002
|(
)
|(
)
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0320 705A032
400.000 EACH|
5.80000
2320.00|
|
|
|
|
0330 705A037
300.000 EACH|
|
5.80000
1740.00|
|
|
|
0340 705A038
125.000 EACH|
|
5.80000
725.00|
|
|
|
0350 705A039
25.000 EACH|
|
5.80000
145.00|
|
|
|
0360 740B000
Construction Signs
196.000
SQFT|
|
14.00000
2744.00|
|
|
|
0370 740E000
25.000
EACH|
|
25.00000
625.00|
|
|
|
0380 740M001
Ballast For Cone
25.000
EACH|
|
15.00000
375.00|
|
|
|
1.000
EACH|
|
3000.00000
3000.00|
|
|
|
0390 740O000
Pilot Car
SECTION TOTALS
|
$
447,741.85|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
447,741.85|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 064 -1
VENDOR RANKING
CALL ORDER
: 064
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
CR-1229 (Finley Island Road) from SR-20 to approximately
1.68 miles north of SR-20 northwest of Decatur. Length
1.677 mi.
COUNTIES : MORGAN
(available days)
PROJECT(S) : STPOA-STMOA-STMNU-5226(200)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23024
$
488,694.88 100.0000%
2
18037
$
564,932.76 115.6003%
3
01096
$
644,895.25 131.9628%
DATE : 04/07/10
PAGE : 064 -2
TABULATION OF BIDS
CALL ORDER
: 064
DIVISION
: 01
10:00 AM
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2 ) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B100
37126.000 SQYD|
0.95000
35269.70|
1.33000
49377.58|
1.27000
47150.02
|
|
|
Additive)
|
|
|
0020 405A000
Tack Coat
1114.000
GAL |
|
5.50000
6127.00|
|
2.61000
2907.54|
|
3.26000
3631.64
0030 407B000
5.000
Pavement
MILE|
|
250.00000
1250.00|
|
419.64000
2098.20|
|
269.78000
1348.90
62.15000
200371.60
52.06000
204751.98
95.08000
38032.00
71.56000
71560.00
|
0040 424A341
3224.000 TON |
|
|
|
45.17000
|
0050 424B636
3933.000 TON |
|
Mix, ESAL Range A/B
|
37.66000
|
0060 424B640
400.000 TON |
|
|
65.00000
|
0070 424B644
1000.000 TON |
|
|
|
41.79000
145628.08|
|
|
52.55000
169421.20|
|
|
|
|
|
148116.78|
|
46.35000
182294.55|
|
|
|
|
|
26000.00|
|
82.92000
33168.00|
|
|
|
|
|
41790.00|
|
47.87000
47870.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 064 -3
TABULATION OF BIDS
CALL ORDER
: 064
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 430B043
1328.000 TON |
15.12000
20079.36|
15.41000
20464.48|
20.72000
27516.16
|
|
|
Run)
|
|
|
0090 600A000
Mobilization
LUMP|
|
15000.00000
15000.00|
|
5599.31000
5599.31|
|
6966.02000
6966.02
0100 698A000
LUMP|
to $ 20,000.00)
|
4000.00000
4000.00|
|
0.01000
0.01|
|
1.00000
1.00
0110 701A030
4.000 MILE|
|
Stripe
|
1363.00000
1431.00000
5724.00
0120 701A034
4.000 MILE|
Stripe
|
1363.00000
1431.00000
5724.00
0130 701A078
3.000 MILE|
Stripe (5" Wide)
|
799.00000
954.00000
2862.00
0140 701B205
100.000 LF |
1.88000
188.00|
|
2.10000
210.00|
|
1.59000
159.00
|
5452.00|
|
|
1522.50000
|
5452.00|
|
|
1522.50000
|
2397.00|
|
6090.00|
|
6090.00|
|
|
892.50000
|
2677.50|
|
|
0150 701C000
9.000
MILE|
|
822.50000
7402.50|
|
918.75000
8268.75|
|
742.00000
6678.00
0160 701C001
10.000
MILE|
|
846.00000
8460.00|
|
945.00000
9450.00|
|
826.80000
8268.00
0170 703A004
1193.000 SQFT|
|
Type A
|
4.23000
5046.39|
|
4.73000
5642.89|
|
3.71000
4426.03
|
|
DATE : 04/07/10
PAGE : 064 -4
TABULATION OF BIDS
CALL ORDER
: 064
10:00 AM
DIVISION
: 01
COUNTIES : MORGAN
====================================================================================================================================
|(
1 ) 23024
|(
2
) 18037
|(
3 ) 01096
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0180 703B004
23.000 SQFT|
4.23000
97.29|
4.73000
108.79|
5.30000
121.90
|
|
A
|
|
|
0190 705A030
16.000 EACH|
|
5.41000
86.56|
|
6.04000
96.64|
|
4.77000
76.32
0200 705A031
198.000 EACH|
|
5.41000
1071.18|
|
6.04000
1195.92|
|
4.77000
944.46
0210 705A032
600.000 EACH|
|
5.41000
3246.00|
|
6.04000
3624.00|
|
4.77000
2862.00
0220 705A037
26.000 EACH|
|
5.41000
140.66|
|
6.04000
157.04|
|
4.77000
124.02
0230 705A038
334.000 EACH|
|
5.41000
1806.94|
|
6.04000
2017.36|
|
4.77000
1593.18
0240 740B000
Construction Signs
497.000
SQFT|
|
7.52000
3737.44|
|
11.11000
5521.67|
|
7.42000
3687.74
0250 740E000
100.000
EACH|
|
2.50000
250.00|
|
0.01000
1.00|
|
1.05000
105.00
0260 740M001
Ballast For Cone
100.000
EACH|
|
1.00000
100.00|
|
0.01000
1.00|
|
1.05000
105.00
0270 741C010
1.000 EACH|
|
Sign Unit
|
500.00000
500.00|
|
579.33000
579.33|
|
105.28000
105.28
|
|
SECTION TOTALS
|
$
488,694.88|
$
564,932.76|
$
644,895.25
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
488,694.88|
$
564,932.76|
$
644,895.25
====================================================================================================================================
DATE : 04/07/10
PAGE : 068 -1
VENDOR RANKING
CALL ORDER
: 068
DIVISION
: 07
CONTRACT TIME :
30
Working Days
RURAL
for constructing the Flood Damage Repair on SR-27 at south
of the Pea River bridge (MP 3.4) and at the north end of the
Pea River bridge (MP 4.0). Length 0.700 mi.
COUNTIES : GENEVA
10:00 AM
(available days)
PROJECT(S) : ER-8910(933)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
18005
GRADY RALLS & SONS, INC.
$
102,905.00 100.0000%
2
20050
TOMLIN CONSTRUCTION, LLC
$
107,425.87 104.3932%
3
03100
CARSENN CONSTRUCTION COMPANY, INC.
$
108,274.05 105.2175%
4
02109
$
113,590.50 110.3838%
5
16668
PROVIDENCE CONSTRUCTION, LLC
$
113,827.90 110.6145%
6
07001
S. A. GRAHAM COMPANY, INC.
$
121,675.75 118.2409%
DATE : 04/07/10
PAGE : 068 -2
TABULATION OF BIDS
CALL ORDER
: 068
DIVISION
: 07
10:00 AM
COUNTIES : GENEVA
====================================================================================================================================
|(
1 ) 18005
|(
2 ) 20050
|(
3 ) 03100
|GRADY RALLS & SONS, INC.
|TOMLIN CONSTRUCTION, LLC
|CARSENN CONSTRUCTION CO., INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206D001
175.000 LF |
10.00000
1750.00|
5.00000
875.00|
3.50000
612.50
Removing Guardrail
|
|
|
0020 210D021
2534.000
CUYD|
|
12.00000
|
0030 430B000
200.000 TON |
Aggregate Surfacing (ALDOT #467 Or #57) |
0040 600A000
Mobilization
30408.00|
|
7.19000
|
18219.46|
|
9.95000
25213.30
|
40.00000
8000.00|
|
27.00000
5400.00|
|
25.50000
5100.00
LUMP|
|
3000.00000
3000.00|
|
11500.00000
11500.00|
|
10500.00000
10500.00
0050 610C001
52.000
TON |
|
50.00000
2600.00|
|
42.12000
2190.24|
|
55.00000
2860.00
0060 610D003
93.000
SQYD|
|
2.00000
186.00|
|
5.00000
465.00|
|
3.00000
279.00
0070 614A000
Slope Paving
26.000
CUYD|
|
360.00000
9360.00|
|
475.00000
12350.00|
|
475.00000
12350.00
0080 623B006
Concrete Curb, Type F
60.000
LF
|
|
12.00000
720.00|
|
27.00000
1620.00|
|
27.00000
1620.00
0090 630A001
175.000 LF
|
|
24.00000
4200.00|
|
24.00000
4200.00|
|
24.00000
4200.00
2.000
ACRE|
|
300.00000
600.00|
|
100.00000
200.00|
|
75.00000
150.00
927.000
SQYD|
|
3.00000
2781.00|
|
4.00000
3708.00|
|
4.25000
3939.75
0120 659A025
1260.000 SQYD|
|
(1A)
|
3.00000
3780.00|
|
1.75000
2205.00|
|
1.75000
2205.00
0100 652C000
Mowing
0110 654A001
|
|
DATE : 04/07/10
PAGE : 068 -3
TABULATION OF BIDS
CALL ORDER
: 068
DIVISION
: 07
10:00 AM
COUNTIES : GENEVA
====================================================================================================================================
|(
1 ) 18005
|(
2
) 20050
|(
3 ) 03100
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0130 665A000
2.000 ACRE|
1.00000
2.00|
700.00000
1400.00|
300.00000
600.00
Temporary Seeding
|
|
|
0140 665B000
Temporary Mulching
2.000
ACRE|
|
1.00000
2.00|
|
700.00000
1400.00|
|
600.00000
1200.00
0150 665E000
Polyethylene
500.000
SQYD|
|
2.00000
1000.00|
|
3.00000
1500.00|
|
2.00000
1000.00
0160 665F000
Hay Bales
200.000
EACH|
|
5.00000
1000.00|
|
7.25000
1450.00|
|
6.00000
1200.00
0170 665G000
Sand Bags
300.000
EACH|
|
5.00000
1500.00|
|
5.00000
1500.00|
|
2.00000
600.00
0180 665I000
300.000
TON |
|
50.00000
15000.00|
|
40.12000
12036.00|
|
45.00000
13500.00
0190 665J002
Silt Fence
500.000
LF
|
|
3.25000
1625.00|
|
3.25000
1625.00|
|
3.00000
1500.00
0200 665O001
Silt Fence Removal
500.000
LF
|
|
1.00000
500.00|
|
1.00000
500.00|
|
0.50000
250.00
1500.000
LF
|
|
6.00000
9000.00|
|
6.00000
9000.00|
|
7.00000
10500.00
ACRE|
|
1.00000
2.00|
|
25.00000
50.00|
|
20.00000
40.00
LUMP|
|
1000.00000
1000.00|
|
6500.00000
6500.00|
|
1500.00000
1500.00
0240 698A000
LUMP|
to $ 6,000.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
0.00000
0.00
0250 740B000
Construction Signs
7.00000
8.50000
2354.50
0210 665Q002
Wattle
0220 666A001
2.000
0230 680A000
277.000
SQFT|
|
|
1939.00|
|
|
7.95000
2202.15|
|
DATE : 04/07/10
PAGE : 068 -4
TABULATION OF BIDS
CALL ORDER
: 068
10:00 AM
DIVISION
: 07
COUNTIES : GENEVA
====================================================================================================================================
|(
1 ) 18005
|(
2
) 20050
|(
3 ) 03100
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0260 740D000
50.000 EACH|
35.00000
1750.00|
50.88000
2544.00|
35.00000
1750.00
Channelizing Drums
|
|
|
0270 740E000
EACH|
|
12.00000
300.00|
|
28.09000
702.25|
|
20.00000
500.00
0280 740I005
2.000 EACH|
100.00000
200.00|
|
101.76000
203.52|
|
250.00000
500.00
0290 740M001
Ballast For Cone
0300 740O000
Pilot Car
25.000
25.000
EACH|
|
8.00000
200.00|
|
15.21000
380.25|
|
10.00000
250.00
1.000
EACH|
|
500.00000
500.00|
|
1500.00000
1500.00|
|
2000.00000
2000.00
SECTION TOTALS
|
$
102,905.00|
$
107,425.87|
$
108,274.05
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
102,905.00|
$
107,425.87|
$
108,274.05
====================================================================================================================================
DATE : 04/07/10
PAGE : 068 -5
TABULATION OF BIDS
CALL ORDER
: 068
DIVISION
: 07
10:00 AM
COUNTIES : GENEVA
====================================================================================================================================
|(
4 ) 02109
|(
5
) 16668
|(
6 ) 07001
|BURNETT CIVIL CONTRACTING, |PROVIDENCE CONSTRUCTION, LL |S. A. GRAHAM COMPANY, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206D001
175.000 LF |
4.00000
700.00|
5.50000
962.50|
3.75000
656.25
Removing Guardrail
|
|
|
0020 210D021
2534.000
CUYD|
|
15.00000
|
0030 430B000
200.000 TON |
Aggregate Surfacing (ALDOT #467 Or #57) |
0040 600A000
Mobilization
38010.00|
|
10.00000
|
25340.00|
|
10.50000
26607.00
|
38.06000
7612.00|
|
27.00000
5400.00|
|
27.00000
5400.00
LUMP|
|
3500.00000
3500.00|
|
5000.00000
5000.00|
|
13250.00000
13250.00
0050 610C001
52.000
TON |
|
45.00000
2340.00|
|
65.00000
3380.00|
|
50.00000
2600.00
0060 610D003
93.000
SQYD|
|
3.00000
279.00|
|
2.30000
213.90|
|
3.00000
279.00
0070 614A000
Slope Paving
26.000
CUYD|
|
300.00000
7800.00|
|
425.00000
11050.00|
|
475.00000
12350.00
0080 623B006
Concrete Curb, Type F
60.000
LF
|
|
21.00000
1260.00|
|
40.00000
2400.00|
|
27.00000
1620.00
0090 630A001
175.000 LF
|
|
26.40000
4620.00|
|
25.00000
4375.00|
|
24.00000
4200.00
2.000
ACRE|
|
600.00000
1200.00|
|
250.00000
500.00|
|
150.00000
300.00
927.000
SQYD|
|
6.00000
5562.00|
|
6.00000
5562.00|
|
3.50000
3244.50
0120 659A025
1260.000 SQYD|
|
(1A)
|
3.00000
3780.00|
|
2.50000
3150.00|
|
2.00000
2520.00
0100 652C000
Mowing
0110 654A001
|
|
DATE : 04/07/10
PAGE : 068 -6
TABULATION OF BIDS
CALL ORDER
: 068
DIVISION
: 07
10:00 AM
COUNTIES : GENEVA
====================================================================================================================================
|(
4 ) 02109
|(
5
) 16668
|(
6 ) 07001
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0130 665A000
2.000 ACRE|
600.00000
1200.00|
650.00000
1300.00|
400.00000
800.00
Temporary Seeding
|
|
|
0140 665B000
Temporary Mulching
2.000
ACRE|
|
600.00000
1200.00|
|
650.00000
1300.00|
|
600.00000
1200.00
0150 665E000
Polyethylene
500.000
SQYD|
|
3.00000
1500.00|
|
2.00000
1000.00|
|
2.50000
1250.00
0160 665F000
Hay Bales
200.000
EACH|
|
5.00000
1000.00|
|
5.00000
1000.00|
|
7.00000
1400.00
0170 665G000
Sand Bags
300.000
EACH|
|
3.00000
900.00|
|
3.50000
1050.00|
|
2.00000
600.00
0180 665I000
300.000
TON |
|
45.00000
13500.00|
|
50.00000
15000.00|
|
55.00000
16500.00
0190 665J002
Silt Fence
500.000
LF
|
|
2.75000
1375.00|
|
3.50000
1750.00|
|
3.50000
1750.00
0200 665O001
Silt Fence Removal
500.000
LF
|
|
0.01000
5.00|
|
1.00000
500.00|
|
0.50000
250.00
1500.000
LF
|
|
5.50000
8250.00|
|
4.50000
6750.00|
|
8.00000
12000.00
ACRE|
|
25.00000
50.00|
|
60.00000
120.00|
|
50.00000
100.00
LUMP|
|
2000.00000
2000.00|
|
5000.00000
5000.00|
|
2250.00000
2250.00
0240 698A000
LUMP|
to $ 6,000.00)
|
0.00000
0.00|
|
6000.00000
6000.00|
|
0.00000
0.00
0250 740B000
Construction Signs
4.50000
12.00000
3324.00
0210 665Q002
Wattle
0220 666A001
2.000
0230 680A000
277.000
SQFT|
|
|
1246.50|
|
|
6.00000
1662.00|
|
DATE : 04/07/10
PAGE : 068 -7
TABULATION OF BIDS
CALL ORDER
: 068
10:00 AM
DIVISION
: 07
COUNTIES : GENEVA
====================================================================================================================================
|(
4 ) 02109
|(
5
) 16668
|(
6 ) 07001
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0260 740D000
50.000 EACH|
0.01000
0.50|
50.00000
2500.00|
45.00000
2250.00
Channelizing Drums
|
|
|
0270 740E000
EACH|
|
0.01000
0.25|
|
4.00000
100.00|
|
25.00000
625.00
0280 740I005
2.000 EACH|
100.00000
200.00|
|
350.00000
700.00|
|
300.00000
600.00
0290 740M001
Ballast For Cone
0300 740O000
Pilot Car
25.000
25.000
EACH|
|
0.01000
0.25|
|
2.50000
62.50|
|
10.00000
250.00
1.000
EACH|
|
4500.00000
4500.00|
|
700.00000
700.00|
|
3500.00000
3500.00
SECTION TOTALS
|
$
113,590.50|
$
113,827.90|
$
121,675.75
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
113,590.50|
$
113,827.90|
$
121,675.75
====================================================================================================================================
DATE : 04/07/10
PAGE : 069 -1
VENDOR RANKING
CALL ORDER
: 069
10:00 AM
DIVISION
: 07
CONTRACT TIME :
40
Working Days
for constructing the Flood Damage Repair on SR-12 (US-84)
(New Brockton By Pass) at MP 573.9 (West Bound) in New
Brockton. Length 0.075 mi.
COUNTIES : COFFEE
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
03100
$
86,677.30 100.0000%
2
20050
$
92,243.77 106.4221%
3
07001
$
92,468.75 106.6816%
4
02109
$
106,185.54 122.5067%
5
03047
CARTER'S CONTRACTING SERVICES, INC.
$
110,278.00 127.2282%
6
02104
BEASLEY & COMPANY GENERAL CONTRACTORS, LLC
$
140,228.50 161.7823%
DATE : 04/07/10
PAGE : 069 -2
TABULATION OF BIDS
CALL ORDER
: 069
DIVISION
: 07
10:00 AM
COUNTIES : COFFEE
====================================================================================================================================
|(
1 ) 03100
|(
2 ) 20050
|(
3 ) 07001
|CARSENN CONSTRUCTION CO., I |TOMLIN CONSTRUCTION, LLC
|S. A. GRAHAM COMPANY, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C023
1065.000 SQYD|
6.50000
6922.50|
7.25000
7721.25|
7.75000
8253.75
Removing Riprap
|
|
|
0020 210A000
725.000
CUYD|
|
4.50000
3262.50|
|
7.50000
5437.50|
|
5.00000
3625.00
0030 210D021
200.000
CUYD|
|
20.00000
4000.00|
|
9.50000
1900.00|
|
12.75000
2550.00
0040 214A000
|
|
|
142.000
CUYD|
|
5.00000
710.00|
|
16.00000
2272.00|
|
7.50000
1065.00
20.000
CUYD|
|
20.00000
400.00|
|
25.00000
500.00|
|
22.50000
450.00
0060 530A152
68.000
36" Roadway Pipe (14 Gauge C.C.S.)
LF
|
|
61.10000
4154.80|
|
69.80000
4746.40|
|
63.50000
4318.00
0070 600A000
Mobilization
LUMP|
|
8450.00000
8450.00|
|
9150.00000
9150.00|
|
10500.00000
10500.00
425.000
TON |
|
40.50000
17212.50|
|
35.10000
14917.50|
|
41.00000
17425.00
0090 610D003
354.000
SQYD|
|
3.00000
1062.00|
|
2.73000
966.42|
|
3.00000
1062.00
0100 614A000
Slope Paving
CUYD|
|
280.00000
9800.00|
|
280.00000
9800.00|
|
280.00000
9800.00
0110 619A034
1.000 EACH|
36" Roadway Pipe End Treatment, Class
|
1(Type HW-620)
|
900.00000
900.00|
|
1200.00000
1200.00|
|
900.00000
900.00
0050 214B000
0080 610C001
35.000
|
|
DATE : 04/07/10
PAGE : 069 -3
TABULATION OF BIDS
CALL ORDER
: 069
DIVISION
: 07
10:00 AM
COUNTIES : COFFEE
====================================================================================================================================
|(
1 ) 03100
|(
2
) 20050
|(
3 ) 07001
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 621A019
1.000 EACH|
2950.00000
2950.00|
2950.00000
2950.00|
2950.00000
2950.00
|
|
|
0130 621B014
3.000
EACH|
|
700.00000
2100.00|
|
700.00000
2100.00|
|
700.00000
2100.00
0140 621C004
Inlets, Type GH
1.000
EACH|
|
3850.00000
3850.00|
|
3850.00000
3850.00|
|
3850.00000
3850.00
0150 621D004
Inlet Units, Type GH
3.000
EACH|
|
1000.00000
3000.00|
|
1000.00000
3000.00|
|
1000.00000
3000.00
1344.000
SQYD|
|
3.25000
4368.00|
|
4.50000
6048.00|
|
3.50000
4704.00
0170 659A025
1344.000 SQYD|
|
(1A)
|
1.75000
2352.00|
|
1.80000
2419.20|
|
2.00000
2688.00
0180 665F000
Hay Bales
100.000
EACH|
|
6.00000
600.00|
|
7.25000
725.00|
|
7.00000
700.00
0190 665G000
Sand Bags
270.000
EACH|
|
2.00000
540.00|
|
5.00000
1350.00|
|
2.00000
540.00
18.000
TON |
|
75.00000
1350.00|
|
75.00000
1350.00|
|
80.00000
1440.00
|
|
3.00000
1374.00|
|
3.25000
1488.50|
|
3.50000
1603.00
CUYD|
|
10.00000
200.00|
|
15.00000
300.00|
|
10.00000
200.00
|
|
0.50000
229.00|
|
1.00000
458.00|
|
0.50000
229.00
EACH|
|
350.00000
350.00|
|
500.00000
500.00|
|
400.00000
400.00
0160 654A001
0200 665I000
0210 665J002
Silt Fence
0220 665K000
Drainage Sump Excavation
0230 665O001
Silt Fence Removal
458.000
20.000
458.000
0240 665P005
1.000
LF
LF
|
|
DATE : 04/07/10
PAGE : 069 -4
TABULATION OF BIDS
CALL ORDER
: 069
10:00 AM
DIVISION
: 07
COUNTIES : COFFEE
====================================================================================================================================
|(
1 ) 03100
|(
2
) 20050
|(
3 ) 07001
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 665Q002
300.000 LF |
7.00000
2100.00|
8.00000
2400.00|
8.00000
2400.00
Wattle
|
|
|
0260 680A000
LUMP|
|
2500.00000
2500.00|
|
4500.00000
4500.00|
|
3000.00000
3000.00
0270 698A000
LUMP|
to $ 7,150.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
0.00000
0.00
14.00000
2716.00
0280 740B000
Construction Signs
194.000
SQFT|
|
|
10.00000
1940.00|
|
|
1.00000
194.00|
|
SECTION TOTALS
|
$
86,677.30|
$
92,243.77|
$
92,468.75
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
86,677.30|
$
92,243.77|
$
92,468.75
====================================================================================================================================
DATE : 04/07/10
PAGE : 069 -5
TABULATION OF BIDS
CALL ORDER
: 069
DIVISION
: 07
10:00 AM
COUNTIES : COFFEE
====================================================================================================================================
|(
4 ) 02109
|(
5
) 03047
|(
6 ) 02104
|BURNETT CIVIL CONTRACTING, |CARTER'S CONTRACTING SERVIC |BEASLEY & CO. GENERAL CONTRACTO
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 206C023
1065.000 SQYD|
15.00000
15975.00|
19.50000
20767.50|
18.00000
19170.00
Removing Riprap
|
|
|
0020 210A000
725.000
CUYD|
|
15.00000
10875.00|
|
6.00000
4350.00|
|
8.00000
5800.00
0030 210D021
200.000
CUYD|
|
20.00000
4000.00|
|
14.50000
2900.00|
|
12.00000
2400.00
0040 214A000
|
|
|
142.000
CUYD|
|
9.00000
1278.00|
|
6.00000
852.00|
|
15.00000
2130.00
20.000
CUYD|
|
20.00000
400.00|
|
54.00000
1080.00|
|
15.00000
300.00
0060 530A152
68.000
36" Roadway Pipe (14 Gauge C.C.S.)
LF
|
|
83.47000
5675.96|
|
92.50000
6290.00|
|
55.00000
3740.00
0070 600A000
Mobilization
LUMP|
|
6500.00000
6500.00|
|
5500.00000
5500.00|
|
5000.00000
5000.00
425.000
TON |
|
33.84000
14382.00|
|
44.50000
18912.50|
|
45.00000
19125.00
0090 610D003
354.000
SQYD|
|
2.25000
796.50|
|
2.90000
1026.60|
|
5.00000
1770.00
0100 614A000
Slope Paving
CUYD|
|
375.00000
13125.00|
|
405.00000
14175.00|
|
350.00000
12250.00
0110 619A034
1.000 EACH|
36" Roadway Pipe End Treatment, Class
|
1(Type HW-620)
|
1400.00000
1400.00|
|
1140.00000
1140.00|
|
2500.00000
2500.00
0050 214B000
0080 610C001
35.000
|
|
DATE : 04/07/10
PAGE : 069 -6
TABULATION OF BIDS
CALL ORDER
: 069
DIVISION
: 07
10:00 AM
COUNTIES : COFFEE
====================================================================================================================================
|(
4 ) 02109
|(
5
) 03047
|(
6 ) 02104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 621A019
1.000 EACH|
2800.00000
2800.00|
3350.00000
3350.00|
3000.00000
3000.00
|
|
|
0130 621B014
3.000
EACH|
|
700.00000
2100.00|
|
150.00000
450.00|
|
3000.00000
9000.00
0140 621C004
Inlets, Type GH
1.000
EACH|
|
4500.00000
4500.00|
|
3600.00000
3600.00|
|
3000.00000
3000.00
0150 621D004
Inlet Units, Type GH
3.000
EACH|
|
750.00000
2250.00|
|
900.00000
2700.00|
|
3000.00000
9000.00
1344.000
SQYD|
|
5.00000
6720.00|
|
6.25000
8400.00|
|
6.00000
8064.00
0170 659A025
1344.000 SQYD|
|
(1A)
|
3.00000
4032.00|
|
1.95000
2620.80|
|
4.50000
6048.00
0180 665F000
Hay Bales
100.000
EACH|
|
4.00000
400.00|
|
8.50000
850.00|
|
5.00000
500.00
0190 665G000
Sand Bags
270.000
EACH|
|
3.00000
810.00|
|
3.45000
931.50|
|
15.00000
4050.00
18.000
TON |
|
25.00000
450.00|
|
14.50000
261.00|
|
45.00000
810.00
|
|
2.75000
1259.50|
|
2.75000
1259.50|
|
5.00000
2290.00
CUYD|
|
10.00000
200.00|
|
8.45000
169.00|
|
350.00000
7000.00
|
|
0.01000
4.58|
|
1.20000
549.60|
|
0.75000
343.50
EACH|
|
400.00000
400.00|
|
540.00000
540.00|
|
250.00000
250.00
0160 654A001
0200 665I000
0210 665J002
Silt Fence
0220 665K000
Drainage Sump Excavation
0230 665O001
Silt Fence Removal
458.000
20.000
458.000
0240 665P005
1.000
LF
LF
|
|
DATE : 04/07/10
PAGE : 069 -7
TABULATION OF BIDS
CALL ORDER
: 069
10:00 AM
DIVISION
: 07
COUNTIES : COFFEE
====================================================================================================================================
|(
4 ) 02109
|(
5
) 03047
|(
6 ) 02104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 665Q002
300.000 LF |
6.00000
1800.00|
7.35000
2205.00|
6.00000
1800.00
Wattle
|
|
|
0260 680A000
LUMP|
|
2500.00000
2500.00|
|
3360.00000
3360.00|
|
3500.00000
3500.00
0270 698A000
LUMP|
to $ 7,150.00)
|
0.00000
0.00|
|
1.00000
1.00|
|
7000.00000
7000.00
0280 740B000
Construction Signs
8.00000
2.00000
388.00
194.000
SQFT|
|
|
1552.00|
|
|
10.50000
2037.00|
|
SECTION TOTALS
|
$
106,185.54|
$
110,278.00|
$
140,228.50
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
106,185.54|
$
110,278.00|
$
140,228.50
====================================================================================================================================
DATE : 04/07/10
PAGE : 070 -1
VENDOR RANKING
CALL ORDER
: 070
10:00 AM
DIVISION
: 06
CONTRACT TIME :
30
Working Days
for constructing the Slide Repair on SR-53 (US-231) north of
SR-94 south of Macedonia.
(available days)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
14001
NEWELL ROADBUILDERS, INC.
$
253,540.02 100.0000%
2
20050
$
259,432.71 102.3242%
3
06034
$
280,949.04 110.8105%
4
14007
W. S. NEWELL & SONS, INC.
$
284,240.34 112.1087%
5
03081
CARDWELL CORPORATION
$
296,509.00 116.9476%
6
07003
$
309,333.00 122.0056%
7
13093
MCDONALD CONSTRUCTION CO., INC.
$
310,597.41 122.5043%
8
18024
RACON, INC.
$
323,777.55 127.7027%
9
03100
$
333,015.50 131.3463%
10
02109
$
346,436.26 136.6397%
11
04061
DUBOSE CONSTRUCTION COMPANY, LLC
$
359,390.00 141.7488%
12
03104
$
365,220.75 144.0486%
13
07001
$
367,509.50 144.9513%
14
02096
$
378,547.00 149.3046%
15
03540
CHILTON CONTRACTORS, INC.
$
436,677.36 172.2321%
DATE : 04/07/10
PAGE : 070 -2
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 14001
|(
2 ) 20050
|(
3 ) 06034
|NEWELL ROADBUILDERS, INC.
|FORESTRY ENVIRONMENTAL SERVICES
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
4000.00000
4000.00|
4000.00000
4000.00|
1154.61000
1154.61
|
|
|
Allowable Bid $ 4000 Per
Acre)(Approximately 1 Acre)
|
|
|
|
0020 206D001
Removing Guardrail
700.000
0030 206E000
Removing Headwalls
1.000
|
|
|
2.00000
1400.00|
|
3.00000
2100.00|
|
2.18000
1526.00
EACH|
|
500.00000
500.00|
|
300.00000
300.00|
|
253.26000
253.26
0040 206E008
2.000 EACH|
150.00000
300.00|
|
250.00000
500.00|
|
111.16000
222.32
0050 210A000
LF
|
3015.000
CUYD|
|
10.00000
30150.00|
|
6.00000
18090.00|
|
4.86000
14652.90
0060 210D021
1000.000
CUYD|
|
14.00000
14000.00|
|
5.50000
5500.00|
|
6.15000
6150.00
0070 214A000
|
|
|
53.000
CUYD|
|
8.00000
424.00|
|
8.00000
424.00|
|
10.09000
534.77
0080 214B001
9.000
CUYD|
|
50.00000
450.00|
|
85.00000
765.00|
|
43.29000
389.61
0090 219A000
6400.000 TON |
Rock Buttress For Landslide Correction |
18.00000
115200.00|
|
22.62000
144768.00|
|
24.79000
158656.00
SQYD|
|
1.00000
2333.00|
|
3.15000
7348.95|
|
1.31000
3056.23
0110 305B077
290.000 TON |
|
Miscellaneous Use
|
20.00000
5800.00|
|
22.50000
6525.00|
|
22.78000
6606.20
0100 219C003
2333.000
Special Filter Blanket, Geotextile
|
|
DATE : 04/07/10
PAGE : 070 -3
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 14001
|(
2
) 20050
|(
3 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 530A105
19.000 LF |
150.00000
2850.00|
92.00000
1748.00|
91.47000
1737.93
|
|
|
(Extension)
|
|
|
0130 600A000
Mobilization
LUMP|
|
25000.00000
25000.00|
|
11300.00000
11300.00|
|
12134.50000
12134.50
4.000
EACH|
|
140.00000
560.00|
|
175.00000
700.00|
|
136.26000
545.04
300.000
TON |
|
19.50000
5850.00|
|
29.50000
8850.00|
|
29.72000
8916.00
0160 610D003
250.000
SQYD|
|
2.50000
625.00|
|
3.00000
750.00|
|
1.16000
290.00
0170 619A006
1.000 EACH|
500.00000
500.00|
|
1625.00000
1625.00|
|
2141.12000
2141.12
0180 620A000
400.00000
400.00|
|
1250.00000
1250.00|
|
369.02000
369.02
|
|
16.00000
11200.00|
|
16.00000
11200.00|
|
17.46000
12222.00
EACH|
|
650.00000
650.00|
|
650.00000
650.00|
|
1046.80000
1046.80
0210 630C050
1.000 EACH|
|
1675.00000
1675.00|
|
1675.00000
1675.00|
|
2215.03000
2215.03
0140 602A000
0150 610C001
1.000
CUYD|
|
0190 630A001
700.000 LF
0200 630C001
1.000
0220 650A000
Topsoil
280.000
CUYD|
|
13.75000
3850.00|
|
12.00000
3360.00|
|
11.34000
3175.20
0230 652A100
Seeding
2.000
ACRE|
|
300.00000
600.00|
|
800.00000
1600.00|
|
701.75000
1403.50
0240 656A010
Mulching
2.000
ACRE|
|
300.00000
600.00|
|
800.00000
1600.00|
|
409.36000
818.72
DATE : 04/07/10
PAGE : 070 -4
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
1 ) 14001
|(
2
) 20050
|(
3 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 659A036
2300.000 SQYD|
2.00000
4600.00|
1.75000
4025.00|
1.17000
2691.00
|
|
|
(2D)
|
|
|
0260 665A000
Temporary Seeding
2.000
ACRE|
|
100.00000
200.00|
|
600.00000
1200.00|
|
116.96000
233.92
0270 665B000
Temporary Mulching
2.000
ACRE|
|
100.00000
200.00|
|
600.00000
1200.00|
|
350.88000
701.76
0280 665F000
Hay Bales
50.000
EACH|
|
5.00000
250.00|
|
6.50000
325.00|
|
3.33000
166.50
0290 665G000
Sand Bags
50.000
EACH|
|
5.00000
250.00|
|
5.00000
250.00|
|
4.09000
204.50
0300 665J002
Silt Fence
1500.000
LF
|
|
3.00000
4500.00|
|
1.00000
1500.00|
|
2.16000
3240.00
0310 665N000
100.000 TON |
1
|
25.00000
2500.00|
|
0.25000
25.00|
|
24.81000
2481.00
0320 665O001
Silt Fence Removal
0.50000
750.00|
|
0.10000
150.00|
|
0.49000
735.00
ACRE|
|
0.01000
0.02|
|
20.00000
40.00|
|
0.58000
1.16
LUMP|
|
2500.00000
2500.00|
|
4500.00000
4500.00|
|
4093.57000
4093.57
0350 698A000
LUMP|
to $ 18,000.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
14657.86000
14657.86
0340 680A000
2.000
LF
|
|
|
0330 666A001
1500.000
|
|
|
DATE : 04/07/10
PAGE : 070 -5
TABULATION OF BIDS
CALL ORDER
: 070
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
1 ) 14001
|(
2
) 20050
|(
3 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0360 740B000
642.000 SQFT|
6.50000
4173.00|
7.42000
4763.64|
8.48000
5444.16
Construction Signs
|
|
|
0370 740D000
Channelizing Drums
50.000
EACH|
|
30.00000
1500.00|
|
50.88000
2544.00|
|
56.14000
2807.00
0380 741C010
1.000 EACH|
|
Sign Unit
|
1000.00000
1000.00|
|
558.62000
558.62|
|
994.15000
994.15
0390 742A001
1.000 EACH|
2200.00000
2280.70000
2280.70
|
2200.00|
|
|
1722.50000
1722.50|
|
SECTION TOTALS
|
$
253,540.02|
$
259,432.71|
$
280,949.04
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
253,540.02|
$
259,432.71|
$
280,949.04
====================================================================================================================================
DATE : 04/07/10
PAGE : 070 -6
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
4 ) 14007
|(
5
) 03081
|(
6 ) 07003
|W. S. NEWELL & SONS, INC.
|CARDWELL CORPORATION
|R.E. GRILLS CONSTRUCTION CO., I
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
3042.00000
3042.00|
4000.00000
4000.00|
4000.00000
4000.00
|
|
|
|
|
|
|
0020 206D001
Removing Guardrail
700.000
0030 206E000
Removing Headwalls
1.000
|
|
|
2.00000
1400.00|
|
10.00000
7000.00|
|
2.40000
1680.00
EACH|
|
215.00000
215.00|
|
500.00000
500.00|
|
200.00000
200.00
0040 206E008
2.000 EACH|
125.00000
250.00|
|
500.00000
1000.00|
|
155.00000
310.00
0050 210A000
LF
|
3015.000
CUYD|
|
6.90000
20803.50|
|
4.00000
12060.00|
|
5.50000
16582.50
0060 210D021
1000.000
CUYD|
|
9.00000
9000.00|
|
4.00000
4000.00|
|
10.80000
10800.00
0070 214A000
|
|
|
53.000
CUYD|
|
10.00000
530.00|
|
4.00000
212.00|
|
16.00000
848.00
0080 214B001
9.000
CUYD|
|
50.00000
450.00|
|
30.00000
270.00|
|
45.00000
405.00
0090 219A000
6400.000 TON |
26.40000
168960.00|
|
30.00000
192000.00|
|
25.50000
163200.00
SQYD|
|
2.48000
5785.84|
|
2.00000
4666.00|
|
2.00000
4666.00
0110 305B077
290.000 TON |
|
Miscellaneous Use
|
34.00000
9860.00|
|
20.00000
5800.00|
|
22.80000
6612.00
0100 219C003
2333.000
|
|
DATE : 04/07/10
PAGE : 070 -7
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
4 ) 14007
|(
5
) 03081
|(
6 ) 07003
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 530A105
19.000 LF |
110.78000
2104.82|
150.00000
2850.00|
99.50000
1890.50
|
|
|
(Extension)
|
|
|
0130 600A000
Mobilization
LUMP|
|
0.01000
0.01|
|
10000.00000
10000.00|
|
24150.00000
24150.00
4.000
EACH|
|
158.50000
634.00|
|
100.00000
400.00|
|
158.00000
632.00
300.000
TON |
|
31.36000
9408.00|
|
30.00000
9000.00|
|
36.50000
10950.00
0160 610D003
250.000
SQYD|
|
2.60000
650.00|
|
2.00000
500.00|
|
2.00000
500.00
0170 619A006
1.000 EACH|
1250.00000
1250.00|
|
1500.00000
1500.00|
|
850.00000
850.00
750.00000
750.00|
|
500.00000
500.00|
|
635.00000
635.00
|
|
16.00000
11200.00|
|
16.00000
11200.00|
|
18.80000
13160.00
EACH|
|
650.00000
650.00|
|
650.00000
650.00|
|
766.00000
766.00
0210 630C050
1.000 EACH|
|
1675.00000
1675.00|
|
1675.00000
1675.00|
|
1975.00000
1975.00
0140 602A000
0150 610C001
0180 620A000
1.000
CUYD|
|
0190 630A001
700.000 LF
0200 630C001
1.000
0220 650A000
Topsoil
280.000
CUYD|
|
5.00000
1400.00|
|
5.00000
1400.00|
|
12.40000
3472.00
0230 652A100
Seeding
2.000
ACRE|
|
800.00000
1600.00|
|
500.00000
1000.00|
|
930.00000
1860.00
0240 656A010
Mulching
2.000
ACRE|
|
800.00000
1600.00|
|
500.00000
1000.00|
|
868.00000
1736.00
DATE : 04/07/10
PAGE : 070 -8
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
4 ) 14007
|(
5
) 03081
|(
6 ) 07003
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 659A036
2300.000 SQYD|
1.75000
4025.00|
2.00000
4600.00|
1.60000
3680.00
|
|
|
(2D)
|
|
|
0260 665A000
Temporary Seeding
2.000
ACRE|
|
600.00000
1200.00|
|
1.00000
2.00|
|
290.00000
580.00
0270 665B000
Temporary Mulching
2.000
ACRE|
|
600.00000
1200.00|
|
1.00000
2.00|
|
920.00000
1840.00
0280 665F000
Hay Bales
50.000
EACH|
|
8.00000
400.00|
|
3.00000
150.00|
|
12.00000
600.00
0290 665G000
Sand Bags
50.000
EACH|
|
6.39000
319.50|
|
1.00000
50.00|
|
4.90000
245.00
0300 665J002
Silt Fence
1500.000
LF
|
|
4.26000
6390.00|
|
2.50000
3750.00|
|
3.70000
5550.00
0310 665N000
100.000 TON |
1
|
35.77000
3577.00|
|
10.00000
1000.00|
|
30.00000
3000.00
0320 665O001
Silt Fence Removal
1.07000
1605.00|
|
0.50000
750.00|
|
0.60000
900.00
ACRE|
|
0.01000
0.02|
|
1.00000
2.00|
|
6.00000
12.00
LUMP|
|
2325.00000
2325.00|
|
1000.00000
1000.00|
|
10090.00000
10090.00
0350 698A000
LUMP|
to $ 18,000.00)
|
0.01000
0.01|
|
1000.00000
1000.00|
|
0.00000
0.00
0340 680A000
2.000
LF
|
|
|
0330 666A001
1500.000
|
|
|
DATE : 04/07/10
PAGE : 070 -9
TABULATION OF BIDS
CALL ORDER
: 070
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
4 ) 14007
|(
5
) 03081
|(
6 ) 07003
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0360 740B000
642.000 SQFT|
6.92000
4442.64|
10.00000
6420.00|
8.00000
5136.00
Construction Signs
|
|
|
0370 740D000
Channelizing Drums
50.000
EACH|
|
42.60000
2130.00|
|
50.00000
2500.00|
|
37.00000
1850.00
0380 741C010
1.000 EACH|
|
Sign Unit
|
1065.00000
1065.00|
|
500.00000
500.00|
|
1240.00000
1240.00
0390 742A001
1.000 EACH|
2343.00000
2730.00000
2730.00
|
2343.00|
|
|
1600.00000
1600.00|
|
SECTION TOTALS
|
$
284,240.34|
$
296,509.00|
$
309,333.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
284,240.34|
$
296,509.00|
$
309,333.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 070 -10
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
7 ) 13093
|(
8
) 18024
|(
9 ) 03100
|MCDONALD CONSTRUCTION CO., |RACON, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
4000.00000
4000.00|
4000.00000
4000.00|
1500.00000
1500.00
|
|
|
|
|
|
|
0020 206D001
Removing Guardrail
700.000
0030 206E000
Removing Headwalls
1.000
|
|
|
2.00000
1400.00|
|
2.23000
1561.00|
|
2.00000
1400.00
EACH|
|
500.00000
500.00|
|
493.43000
493.43|
|
250.00000
250.00
0040 206E008
2.000 EACH|
125.00000
250.00|
|
139.52000
279.04|
|
125.00000
250.00
0050 210A000
LF
|
3015.000
CUYD|
|
5.00000
15075.00|
|
11.32000
34129.80|
|
8.25000
24873.75
0060 210D021
1000.000
CUYD|
|
8.00000
8000.00|
|
7.89000
7890.00|
|
14.55000
14550.00
0070 214A000
|
|
|
53.000
CUYD|
|
8.00000
424.00|
|
5.83000
308.99|
|
5.00000
265.00
0080 214B001
9.000
CUYD|
|
50.00000
450.00|
|
56.32000
506.88|
|
45.00000
405.00
0090 219A000
6400.000 TON |
28.00000
179200.00|
|
27.10000
173440.00|
|
28.25000
180800.00
SQYD|
|
1.80000
4199.40|
|
1.72000
4012.76|
|
2.75000
6415.75
0110 305B077
290.000 TON |
|
Miscellaneous Use
|
26.00000
7540.00|
|
22.03000
6388.70|
|
27.00000
7830.00
0100 219C003
2333.000
|
|
DATE : 04/07/10
PAGE : 070 -11
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
7 ) 13093
|(
8
) 18024
|(
9 ) 03100
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 530A105
19.000 LF |
100.00000
1900.00|
97.59000
1854.21|
75.00000
1425.00
|
|
|
(Extension)
|
|
|
0130 600A000
Mobilization
LUMP|
|
26400.00000
26400.00|
|
4000.00000
4000.00|
|
22900.00000
22900.00
4.000
EACH|
|
0.00000
0.00|
|
140.49000
561.96|
|
300.00000
1200.00
300.000
TON |
|
35.00000
10500.00|
|
32.03000
9609.00|
|
40.00000
12000.00
0160 610D003
250.000
SQYD|
|
2.50000
625.00|
|
2.44000
610.00|
|
3.00000
750.00
0170 619A006
1.000 EACH|
2800.00000
2800.00|
|
1031.22000
1031.22|
|
1500.00000
1500.00
0180 620A000
1000.00000
1000.00|
|
1006.26000
1006.26|
|
1000.00000
1000.00
|
|
16.00000
11200.00|
|
17.86000
12502.00|
|
16.00000
11200.00
EACH|
|
650.00000
650.00|
|
725.49000
725.49|
|
650.00000
650.00
0210 630C050
1.000 EACH|
|
1675.00000
1675.00|
|
1869.54000
1869.54|
|
1675.00000
1675.00
0140 602A000
0150 610C001
1.000
CUYD|
|
0190 630A001
700.000 LF
0200 630C001
1.000
0220 650A000
Topsoil
280.000
CUYD|
|
12.00000
3360.00|
|
9.55000
2674.00|
|
10.00000
2800.00
0230 652A100
Seeding
2.000
ACRE|
|
600.00000
1200.00|
|
1149.02000
2298.04|
|
650.00000
1300.00
0240 656A010
Mulching
2.000
ACRE|
|
800.00000
1600.00|
|
866.70000
1733.40|
|
550.00000
1100.00
DATE : 04/07/10
PAGE : 070 -12
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|(
7 ) 13093
|(
8
) 18024
|(
9 ) 03100
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 659A036
2300.000 SQYD|
1.80000
4140.00|
1.56000
3588.00|
1.50000
3450.00
|
|
|
(2D)
|
|
|
0260 665A000
Temporary Seeding
2.000
ACRE|
|
300.00000
600.00|
|
738.61000
1477.22|
|
300.00000
600.00
0270 665B000
Temporary Mulching
2.000
ACRE|
|
300.00000
600.00|
|
866.70000
1733.40|
|
600.00000
1200.00
0280 665F000
Hay Bales
50.000
EACH|
|
4.50000
225.00|
|
7.04000
352.00|
|
6.00000
300.00
0290 665G000
Sand Bags
50.000
EACH|
|
1.00000
50.00|
|
4.03000
201.50|
|
5.00000
250.00
0300 665J002
Silt Fence
1500.000
LF
|
|
2.00000
3000.00|
|
3.48000
5220.00|
|
3.00000
4500.00
0310 665N000
100.000 TON |
1
|
30.00000
3000.00|
|
30.70000
3070.00|
|
40.00000
4000.00
0320 665O001
Silt Fence Removal
1.00000
1500.00|
|
1.77000
2655.00|
|
0.50000
750.00
ACRE|
|
20.00000
40.00|
|
143.51000
287.02|
|
20.00000
40.00
LUMP|
|
3500.00000
3500.00|
|
3807.54000
3807.54|
|
2500.00000
2500.00
0350 698A000
LUMP|
to $ 18,000.00)
|
0.01000
0.01|
|
18000.00000
18000.00|
|
0.00000
0.00
0340 680A000
2.000
LF
|
|
|
0330 666A001
1500.000
|
|
|
DATE : 04/07/10
PAGE : 070 -13
TABULATION OF BIDS
CALL ORDER
: 070
10:00 AM
DIVISION
: 06
====================================================================================================================================
|(
7 ) 13093
|(
8
) 18024
|(
9 ) 03100
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0360 740B000
642.000 SQFT|
7.00000
4494.00|
7.25000
4654.50|
8.00000
5136.00
Construction Signs
|
|
|
0370 740D000
Channelizing Drums
50.000
EACH|
|
38.00000
1900.00|
|
33.48000
1674.00|
|
35.00000
1750.00
0380 741C010
1.000 EACH|
|
Sign Unit
|
1100.00000
1100.00|
|
1116.14000
1116.14|
|
4500.00000
4500.00
0390 742A001
1.000 EACH|
2500.00000
6000.00000
6000.00
|
2500.00|
|
|
2455.51000
2455.51|
|
SECTION TOTALS
|
$
310,597.41|
$
323,777.55|
$
333,015.50
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
310,597.41|
$
323,777.55|
$
333,015.50
====================================================================================================================================
DATE : 04/07/10
PAGE : 070 -14
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|( 10 ) 02109
|( 11
) 04061
|( 12 ) 03104
|BURNETT CIVIL CONTRACTING, |DUBOSE CONSTRUCTION COMPANY |CARCEL & G. CONSTRUCTION, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
4000.00000
4000.00|
4000.00000
4000.00|
4000.00000
4000.00
|
|
|
|
|
|
|
0020 206D001
Removing Guardrail
700.000
0030 206E000
Removing Headwalls
1.000
|
|
|
1.00000
700.00|
|
2.00000
1400.00|
|
5.00000
3500.00
EACH|
|
500.00000
500.00|
|
500.00000
500.00|
|
250.00000
250.00
0040 206E008
2.000 EACH|
100.00000
200.00|
|
125.00000
250.00|
|
500.00000
1000.00
0050 210A000
LF
|
3015.000
CUYD|
|
15.00000
45225.00|
|
10.00000
30150.00|
|
7.00000
21105.00
0060 210D021
1000.000
CUYD|
|
15.00000
15000.00|
|
12.00000
12000.00|
|
21.00000
21000.00
0070 214A000
|
|
|
53.000
CUYD|
|
9.00000
477.00|
|
25.00000
1325.00|
|
9.00000
477.00
0080 214B001
9.000
CUYD|
|
45.00000
405.00|
|
50.00000
450.00|
|
57.00000
513.00
0090 219A000
6400.000 TON |
29.23000
187072.00|
|
32.00000
204800.00|
|
29.00000
185600.00
SQYD|
|
2.25000
5249.25|
|
2.00000
4666.00|
|
1.75000
4082.75
0110 305B077
290.000 TON |
|
Miscellaneous Use
|
25.50000
7395.00|
|
25.00000
7250.00|
|
29.00000
8410.00
0100 219C003
2333.000
|
|
DATE : 04/07/10
PAGE : 070 -15
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|( 10 ) 02109
|( 11
) 04061
|( 12 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 530A105
19.000 LF |
105.00000
1995.00|
150.00000
2850.00|
95.00000
1805.00
|
|
|
(Extension)
|
|
|
0130 600A000
Mobilization
LUMP|
|
15000.00000
15000.00|
|
25000.00000
25000.00|
|
35000.00000
35000.00
4.000
EACH|
|
250.00000
1000.00|
|
250.00000
1000.00|
|
150.00000
600.00
300.000
TON |
|
27.50000
8250.00|
|
32.00000
9600.00|
|
25.00000
7500.00
0160 610D003
250.000
SQYD|
|
2.50000
625.00|
|
2.00000
500.00|
|
2.50000
625.00
0170 619A006
1.000 EACH|
1300.00000
1300.00|
|
2000.00000
2000.00|
|
2500.00000
2500.00
0180 620A000
1000.00000
1000.00|
|
1000.00000
1000.00|
|
1200.00000
1200.00
|
|
17.60000
12320.00|
|
16.00000
11200.00|
|
17.00000
11900.00
EACH|
|
715.00000
715.00|
|
650.00000
650.00|
|
700.00000
700.00
0210 630C050
1.000 EACH|
|
1842.50000
1842.50|
|
1675.00000
1675.00|
|
1775.00000
1775.00
0140 602A000
0150 610C001
1.000
CUYD|
|
0190 630A001
700.000 LF
0200 630C001
1.000
0220 650A000
Topsoil
280.000
CUYD|
|
20.00000
5600.00|
|
15.00000
4200.00|
|
20.00000
5600.00
0230 652A100
Seeding
2.000
ACRE|
|
600.00000
1200.00|
|
800.00000
1600.00|
|
1500.00000
3000.00
0240 656A010
Mulching
2.000
ACRE|
|
300.00000
600.00|
|
700.00000
1400.00|
|
750.00000
1500.00
DATE : 04/07/10
PAGE : 070 -16
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|( 10 ) 02109
|( 11
) 04061
|( 12 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 659A036
2300.000 SQYD|
2.75000
6325.00|
1.30000
2990.00|
5.00000
11500.00
|
|
|
(2D)
|
|
|
0260 665A000
Temporary Seeding
2.000
ACRE|
|
600.00000
1200.00|
|
250.00000
500.00|
|
750.00000
1500.00
0270 665B000
Temporary Mulching
2.000
ACRE|
|
600.00000
1200.00|
|
800.00000
1600.00|
|
500.00000
1000.00
0280 665F000
Hay Bales
50.000
EACH|
|
5.00000
250.00|
|
10.00000
500.00|
|
5.00000
250.00
0290 665G000
Sand Bags
50.000
EACH|
|
2.00000
100.00|
|
4.00000
200.00|
|
5.00000
250.00
0300 665J002
Silt Fence
1500.000
LF
|
|
2.72000
4080.00|
|
3.00000
4500.00|
|
4.00000
6000.00
0310 665N000
100.000 TON |
1
|
27.30000
2730.00|
|
25.00000
2500.00|
|
29.00000
2900.00
0320 665O001
Silt Fence Removal
0.01000
15.00|
|
0.50000
750.00|
|
0.50000
750.00
ACRE|
|
25.00000
50.00|
|
5.00000
10.00|
|
150.00000
300.00
LUMP|
|
5000.00000
5000.00|
|
7500.00000
7500.00|
|
5000.00000
5000.00
0350 698A000
LUMP|
to $ 18,000.00)
|
0.00000
0.00|
|
1.00000
1.00|
|
100.00000
100.00
0340 680A000
2.000
LF
|
|
|
0330 666A001
1500.000
|
|
|
DATE : 04/07/10
PAGE : 070 -17
TABULATION OF BIDS
CALL ORDER
: 070
10:00 AM
DIVISION
: 06
====================================================================================================================================
|( 10 ) 02109
|( 11
) 04061
|( 12 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0360 740B000
642.000 SQFT|
7.50000
4815.00|
6.50000
4173.00|
9.00000
5778.00
Construction Signs
|
|
|
0370 740D000
Channelizing Drums
50.000
EACH|
|
0.01000
0.50|
|
30.00000
1500.00|
|
55.00000
2750.00
0380 741C010
1.000 EACH|
|
Sign Unit
|
0.01000
0.01|
|
1000.00000
1000.00|
|
1000.00000
1000.00
0390 742A001
1.000 EACH|
3000.00000
2500.00000
2500.00
|
3000.00|
|
|
2200.00000
2200.00|
|
SECTION TOTALS
|
$
346,436.26|
$
359,390.00|
$
365,220.75
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
346,436.26|
$
359,390.00|
$
365,220.75
====================================================================================================================================
DATE : 04/07/10
PAGE : 070 -18
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|( 13 ) 07001
|( 14
) 02096
|( 15 ) 03540
|S. A. GRAHAM COMPANY, INC. |E. O. BYARS CONSTRUCTION, I |CHILTON CONTRACTORS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
2500.00000
2500.00|
4000.00000
4000.00|
4000.00000
4000.00
|
|
|
|
|
|
|
0020 206D001
Removing Guardrail
700.000
0030 206E000
Removing Headwalls
1.000
|
|
|
2.00000
1400.00|
|
1.00000
700.00|
|
2.00000
1400.00
EACH|
|
300.00000
300.00|
|
200.00000
200.00|
|
750.00000
750.00
0040 206E008
2.000 EACH|
150.00000
300.00|
|
150.00000
300.00|
|
1500.00000
3000.00
0050 210A000
LF
|
3015.000
CUYD|
|
6.50000
19597.50|
|
15.00000
45225.00|
|
15.00000
45225.00
0060 210D021
1000.000
CUYD|
|
10.50000
10500.00|
|
22.00000
22000.00|
|
15.00000
15000.00
0070 214A000
|
|
|
53.000
CUYD|
|
10.00000
530.00|
|
15.00000
795.00|
|
18.00000
954.00
0080 214B001
9.000
CUYD|
|
50.00000
450.00|
|
85.00000
765.00|
|
30.00000
270.00
0090 219A000
6400.000 TON |
32.50000
208000.00|
|
32.00000
204800.00|
|
38.25000
244800.00
SQYD|
|
3.00000
6999.00|
|
2.00000
4666.00|
|
2.30000
5365.90
0110 305B077
290.000 TON |
|
Miscellaneous Use
|
29.50000
8555.00|
|
32.00000
9280.00|
|
30.00000
8700.00
0100 219C003
2333.000
|
|
DATE : 04/07/10
PAGE : 070 -19
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|( 13 ) 07001
|( 14
) 02096
|( 15 ) 03540
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0120 530A105
19.000 LF |
81.00000
1539.00|
130.00000
2470.00|
95.00000
1805.00
|
|
|
(Extension)
|
|
|
0130 600A000
Mobilization
LUMP|
|
24500.00000
24500.00|
|
5000.00000
5000.00|
|
10000.00000
10000.00
4.000
EACH|
|
350.00000
1400.00|
|
200.00000
800.00|
|
250.00000
1000.00
300.000
TON |
|
50.00000
15000.00|
|
30.00000
9000.00|
|
45.00000
13500.00
0160 610D003
250.000
SQYD|
|
3.00000
750.00|
|
2.00000
500.00|
|
2.30000
575.00
0170 619A006
1.000 EACH|
1500.00000
1500.00|
|
1500.00000
1500.00|
|
1950.00000
1950.00
0180 620A000
1000.00000
1000.00|
|
1000.00000
1000.00|
|
300.00000
300.00
|
|
16.00000
11200.00|
|
22.00000
15400.00|
|
22.05000
15435.00
EACH|
|
650.00000
650.00|
|
2700.00000
2700.00|
|
2992.50000
2992.50
0210 630C050
1.000 EACH|
|
1675.00000
1675.00|
|
2700.00000
2700.00|
|
3500.00000
3500.00
0140 602A000
0150 610C001
1.000
CUYD|
|
0190 630A001
700.000 LF
0200 630C001
1.000
0220 650A000
Topsoil
280.000
CUYD|
|
12.00000
3360.00|
|
12.00000
3360.00|
|
15.00000
4200.00
0230 652A100
Seeding
2.000
ACRE|
|
600.00000
1200.00|
|
810.00000
1620.00|
|
1000.00000
2000.00
0240 656A010
Mulching
2.000
ACRE|
|
600.00000
1200.00|
|
810.00000
1620.00|
|
1000.00000
2000.00
DATE : 04/07/10
PAGE : 070 -20
TABULATION OF BIDS
CALL ORDER
: 070
DIVISION
: 06
10:00 AM
====================================================================================================================================
|( 13 ) 07001
|( 14
) 02096
|( 15 ) 03540
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0250 659A036
2300.000 SQYD|
2.00000
4600.00|
2.20000
5060.00|
2.50000
5750.00
|
|
|
(2D)
|
|
|
0260 665A000
Temporary Seeding
2.000
ACRE|
|
400.00000
800.00|
|
810.00000
1620.00|
|
800.00000
1600.00
0270 665B000
Temporary Mulching
2.000
ACRE|
|
600.00000
1200.00|
|
810.00000
1620.00|
|
800.00000
1600.00
0280 665F000
Hay Bales
50.000
EACH|
|
7.00000
350.00|
|
7.00000
350.00|
|
7.00000
350.00
0290 665G000
Sand Bags
50.000
EACH|
|
2.00000
100.00|
|
7.00000
350.00|
|
5.00000
250.00
0300 665J002
Silt Fence
1500.000
LF
|
|
3.50000
5250.00|
|
4.00000
6000.00|
|
4.00000
6000.00
0310 665N000
100.000 TON |
1
|
45.00000
4500.00|
|
40.00000
4000.00|
|
35.00000
3500.00
0320 665O001
Silt Fence Removal
0.50000
750.00|
|
2.00000
3000.00|
|
1.00000
1500.00
ACRE|
|
50.00000
100.00|
|
30.00000
60.00|
|
50.00000
100.00
LUMP|
|
3300.00000
3300.00|
|
5000.00000
5000.00|
|
12000.00000
12000.00
0350 698A000
LUMP|
to $ 18,000.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
2500.00000
2500.00
0340 680A000
2.000
LF
|
|
|
0330 666A001
1500.000
|
|
|
DATE : 04/07/10
PAGE : 070 -21
TABULATION OF BIDS
CALL ORDER
: 070
10:00 AM
DIVISION
: 06
====================================================================================================================================
|( 13 ) 07001
|( 14
) 02096
|( 15 ) 03540
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0360 740B000
642.000 SQFT|
12.00000
7704.00|
8.00000
5136.00|
8.88000
5700.96
Construction Signs
|
|
|
0370 740D000
Channelizing Drums
50.000
EACH|
|
45.00000
2250.00|
|
55.00000
2750.00|
|
46.62000
2331.00
0380 741C010
1.000 EACH|
|
Sign Unit
|
5000.00000
5000.00|
|
950.00000
950.00|
|
1998.00000
1998.00
0390 742A001
1.000 EACH|
7500.00000
2775.00000
2775.00
|
7500.00|
|
|
2250.00000
2250.00|
|
SECTION TOTALS
|
$
367,509.50|
$
378,547.00|
$
436,677.36
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
367,509.50|
$
378,547.00|
$
436,677.36
====================================================================================================================================
DATE : 04/07/10
PAGE : 072 -1
VENDOR RANKING
CALL ORDER
: 072
CONTRACT DESCRIPTION
for constructing the
CR-356 and on CR-446
plans. Length 4.219
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
:
Traffic Stripe and Pavement Markers on
at various sites as indicated by the
mi.
COUNTIES : ETOWAH
(available days)
PROJECT(S) : HRRR-CN10(207)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
15007
$
18,418.50 100.0000%
2
16005
PEEK PAVEMENT MARKING, LLC
$
21,050.00 114.2873%
DATE : 04/07/10
PAGE : 072 -2
TABULATION OF BIDS
CALL ORDER
: 072
10:00 AM
DIVISION
: 01
COUNTIES : ETOWAH
====================================================================================================================================
|(
1 ) 15007
|(
2 ) 16005
|(
)
|PEEK PAVEMENT MARKING, LLC |
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Roadway
|
|
|
0010 600A000
LUMP|
0.00000
0.00|
500.00000
500.00|
Mobilization
|
|
|
0020 701A030
5.000 MILE|
|
Stripe
|
1380.00000
0030 701A034
4.000 MILE|
Stripe
|
1380.00000
0040 701A044
1.000 MILE|
Stripe
|
900.00000
0050 703A002
580.000 SQFT|
A
|
3.50000
0060 705A032
97.000 EACH|
|
3.50000
339.50|
|
3.00000
291.00|
|
0070 705A037
478.000 EACH|
|
3.50000
1673.00|
|
3.00000
1434.00|
|
0080 740B000
Construction Signs
8.00000
1056.00|
|
22.50000
2970.00|
|
132.000
SQFT|
|
6900.00|
|
1425.00000
|
5520.00|
|
|
1425.00000
|
900.00|
|
5700.00|
|
|
855.00000
|
2030.00|
|
7125.00|
|
855.00|
|
|
3.75000
|
2175.00|
|
|
SECTION TOTALS
|
$
18,418.50|
$
21,050.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
18,418.50|
$
21,050.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 073 -1
VENDOR RANKING
CALL ORDER
: 073
10:00 AM
DIVISION
: 04
CONTRACT TIME :
30
Working Days
for constructing the Surface Treatment, Signing, Traffic
Stripe and Markers on CR-31 (Owens Road) from CR-5 to the
Ashland city limits and on CR-34 (High Pine Road) from Mine
Road to the Ashland city limits. Length 6.188 mi.
COUNTIES : CLAY
(available days)
PROJECT(S) : HRRR-CN10(209)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
23018
CHARLES E. WATTS, INC.
$
69,853.55 100.0000%
DATE : 04/07/10
PAGE : 073 -2
TABULATION OF BIDS
CALL ORDER
: 073
DIVISION
: 04
10:00 AM
COUNTIES : CLAY
====================================================================================================================================
|(
1 ) 23018
|(
2 ) 16005
|(
)
|CHARLES E. WATTS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 401B108
28600.000 SQYD|
1.69000
48334.00|
|
|
|
|
Additive)
|
|
|
0020 600A000
Mobilization
LUMP|
|
2000.00000
2000.00|
|
|
|
0030 698A000
LUMP|
to $ 3,500.00)
|
500.00000
500.00|
|
|
|
|
|
0040 701A004
5.000 MILE|
|
Stripe
|
550.00000
2750.00|
|
|
|
|
|
0050 701A012
5.000 MILE|
|
Stripe
|
550.00000
2750.00|
|
|
|
|
|
0060 705A037
323.000 EACH|
|
5.85000
1889.55|
|
|
|
EACH|
|
120.00000
960.00|
|
|
|
0080 710A115
210.000 SQFT|
|
16.00000
3360.00|
|
|
|
|
|
|
|
992.00|
|
|
|
|
|
|
|
0070 707B004
8.000
Type B Hazard Marker Installation
|
0090 710A126
64.000 SQFT|
|
|
|
15.50000
DATE : 04/07/10
PAGE : 073 -3
TABULATION OF BIDS
CALL ORDER
: 073
10:00 AM
DIVISION
: 04
COUNTIES : CLAY
====================================================================================================================================
|(
1 ) 23018
|(
2
) 16005
|(
)
|CHARLES E. WATTS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0100 710B001
568.000 LF |
9.25000
5254.00|
|
|
|
|
Galvanized Steel)
|
|
|
0110 740B000
Construction Signs
0120 740O000
Pilot Car
96.000
SQFT|
|
9.00000
864.00|
|
|
|
1.000
EACH|
|
200.00000
200.00|
|
|
|
SECTION TOTALS
|
$
69,853.55|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
69,853.55|
$
21,050.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 074 -1
VENDOR RANKING
CALL ORDER
: 074
10:00 AM
DIVISION
: 01
CONTRACT TIME :
30
Working Days
for constructing the Safety Improvements on Easter Ferry
Road from Maples Road to Dupree Hollow Road northwest of
Athens. Length 0.584 mi.
COUNTIES : LIMESTONE
(available days)
PROJECT(S) : HRRR-4220(200)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
11014
$
163,591.00 100.0000%
2
14031
$
175,132.00 107.0548%
3
23024
$
197,093.00 120.4791%
4
01096
$
213,062.17 130.2408%
DATE : 04/07/10
PAGE : 074 -2
TABULATION OF BIDS
CALL ORDER
: 074
DIVISION
: 01
10:00 AM
====================================================================================================================================
|(
1 ) 11014
|(
2 ) 14031
|(
3 ) 23024
|JOE KEENUM EXCAVATION & CON |NORTH ALABAMA PAVING, INC. |WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
460.000 GAL |
3.00000
1380.00|
2.00000
920.00|
10.00000
4600.00
Tack Coat
|
|
|
0020 424A340
535.000 TON |
|
|
|
0030 424B644
1500.000 TON |
|
|
63.00000
|
0040 424C350
120.000 TON |
|
|
75.00000
|
0050 430B043
400.000 TON |
|
Run)
|
0060 665F000
Hay Bales
69.00000
80.000
20.00000
36915.00|
|
72.00000
38520.00|
|
|
|
|
|
94500.00|
|
70.00000
105000.00|
|
|
|
|
|
9000.00|
|
72.00000
8640.00|
|
|
|
|
|
8000.00|
|
20.00000
|
8000.00|
|
83.00000
44405.00
72.00000
108000.00
95.00000
11400.00
36.00000
14400.00
|
EACH|
|
6.00000
480.00|
|
10.00000
800.00|
|
35.00000
2800.00
0070 701A076
2.000 MILE|
|
Stripe (5" Wide)
|
1450.00000
2900.00|
|
1450.00000
2900.00|
|
1450.00000
2900.00
|
|
DATE : 04/07/10
PAGE : 074 -3
TABULATION OF BIDS
CALL ORDER
: 074
10:00 AM
DIVISION
: 01
====================================================================================================================================
|(
1 ) 11014
|(
2
) 14031
|(
3 ) 23024
|JOE KEENUM EXCAVATION & CON |NORTH ALABAMA PAVING, INC. |WIREGRASS CONSTRUCTION COMPANY,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 701A077
2.000 MILE|
1450.00000
2900.00|
1450.00000
2900.00|
1450.00000
2900.00
|
|
Stripe (5" Wide)
|
|
|
0090 701A079
1.000 MILE|
Stripe (5" Wide)
|
700.00000
700.00|
|
900.00000
700.00000
700.00
0100 701C000
1.000
MILE|
|
900.00000
900.00|
|
900.00000
900.00|
|
900.00000
900.00
0110 701C001
2.000
MILE|
|
900.00000
1800.00|
|
900.00000
1800.00|
|
900.00000
1800.00
0120 703A002
50.000 SQFT|
A
|
6.00000
300.00|
|
5.00000
250.00|
|
6.00000
300.00
0130 705A032
15.000 EACH|
|
6.00000
90.00|
|
6.00000
90.00|
|
6.00000
90.00
0140 705A037
50.000 EACH|
|
6.00000
300.00|
|
6.00000
300.00|
|
6.00000
300.00
0150 740B000
Construction Signs
214.000
SQFT|
|
9.00000
1926.00|
|
8.00000
1712.00|
|
7.00000
1498.00
0160 740E000
100.000
EACH|
|
15.00000
1500.00|
|
15.00000
1500.00|
|
1.00000
100.00
|
900.00|
|
|
|
|
SECTION TOTALS
|
$
163,591.00|
$
175,132.00|
$
197,093.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
163,591.00|
$
175,132.00|
$
197,093.00
====================================================================================================================================
DATE : 04/07/10
PAGE : 074 -4
TABULATION OF BIDS
CALL ORDER
: 074
DIVISION
: 01
10:00 AM
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 405A000
460.000 GAL |
4.39000
2019.40|
|
Tack Coat
|
|
|
0020 424A340
535.000 TON |
|
|
93.35000
|
0030 424B644
1500.000 TON |
|
|
79.47000
|
0040 424C350
120.000 TON |
|
|
121.33000
|
49942.25|
|
|
|
|
|
|
|
119205.00|
|
|
|
|
|
|
|
14559.60|
|
|
|
|
|
|
|
11508.00|
|
|
|
|
|
0050 430B043
400.000 TON |
|
Run)
|
28.77000
0060 665F000
Hay Bales
EACH|
|
13.38000
1070.40|
|
|
|
0070 701A076
2.000 MILE|
|
Stripe (5" Wide)
|
1848.19000
3696.38|
|
|
|
|
|
80.000
DATE : 04/07/10
PAGE : 074 -5
TABULATION OF BIDS
CALL ORDER
: 074
10:00 AM
DIVISION
: 01
====================================================================================================================================
|(
4 ) 01096
|(
)
|(
)
|
|
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0080 701A077
2.000 MILE|
1848.19000
3696.38|
|
|
|
Stripe (5" Wide)
|
|
|
0090 701A079
1.000 MILE|
Stripe (5" Wide)
|
892.65000
892.65|
|
|
|
|
|
0100 701C000
1.000
MILE|
|
1147.11000
1147.11|
|
|
|
0110 701C001
2.000
MILE|
|
1147.11000
2294.22|
|
|
|
0120 703A002
50.000 SQFT|
A
|
7.64000
382.00|
|
|
|
|
|
0130 705A032
15.000 EACH|
|
7.64000
114.60|
|
|
|
0140 705A037
50.000 EACH|
|
7.64000
382.00|
|
|
|
0150 740B000
Construction Signs
214.000
SQFT|
|
9.37000
2005.18|
|
|
|
0160 740E000
100.000
EACH|
|
1.47000
147.00|
|
|
|
SECTION TOTALS
|
$
213,062.17|
$
0.00|
$
0.00
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$
213,062.17|
$
0.00|
$
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -1
VENDOR RANKING
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
CONTRACT TIME : 110
Working Days
for constructing the Slide Correction on SR-3 (US-31) from
0.20 miles south of the county line to 0.02 miles south of
the county line at Wilhites. Length 0.179 mi.
COUNTIES : CULLMAN
MORGAN
(available days)
PROJECT(S) : STPOA-0003(555)
------------------------------------------------------------------------------------------------------------------------------TOTAL
% OVER
RANK
VENDOR NO./NAME
BID
LOW BID
------------------------------------------------------------------------------------------------------------------------------1
20050
$
1,246,259.67 100.0000%
2
09026
$
1,258,535.40 100.9850%
3
23045
WATERS BROTHERS CONTRACTORS, INC.
$
1,282,666.31 102.9213%
4
23070
WINSTON CONTRACTING, L.L.C.
$
1,289,778.35 103.4919%
5
18024
RACON, INC.
$
1,294,237.32 103.8497%
6
03104
$
1,346,618.52 108.0528%
7
14007
W. S. NEWELL & SONS, INC.
$
1,405,156.25 112.7499%
8
02096
$
1,482,849.36 118.9840%
9
06034
$
1,487,266.28 119.3384%
10
07003
$
1,506,984.50 120.9206%
11
23025
WRIGHT BROTHERS CONSTRUCTION COMPANY, INC.
$
1,548,493.28 124.2513%
12
03023
B. H. CRAIG CONSTRUCTION COMPANY, INC.
$
1,655,192.05 132.8128%
13
22005
VETERANS LANDSCAPING COMPANY, INC.
$
1,672,127.23 134.1717%
14
18037
$
1,681,360.96 134.9126%
15
08078
HOLMES II EXCAVATION, INC.
$
1,737,557.17 139.4218%
16
07002
$
1,798,383.90 144.3025%
17
04010
H. N. DONAHOO CONTRACTING CO., INC.
$
1,826,693.03 146.5740%
18
03114
$
1,897,153.25 152.2278%
19
11014
$
1,957,847.15 157.0979%
20
08019
HIGHWAYS, INC.
$
2,096,611.95 168.2324%
21
03540
CHILTON CONTRACTORS, INC.
$
2,186,060.12 175.4097%
DATE : 04/07/10
PAGE : 076 -2
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
1 ) 20050
|(
2 ) 09026
|(
3 ) 23045
|ANGELO IAFRATE CONSTRUCTION |WATERS BROTHERS CONTRACTORS, IN
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
6000.00000
6000.00|
8000.00000
8000.00
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
3.25000
7280.00|
|
20.00000
44800.00|
|
18.00000
40320.00
0030 210A000
52983.000
CUYD|
|
4.00000
211932.00|
|
3.60000
190738.80|
|
3.25000
172194.75
0040 210D001
355.000
Measurement)
CUYD|
|
5.00000
1775.00|
|
10.00000
3550.00|
|
8.50000
3017.50
|
0050 219A000
76402.000 TON |
|
|
10.12000
773188.24|
|
9.45000
721998.90|
|
9.95000
760199.90
0060 219C003
3699.000
SQYD|
|
2.85000
10542.15|
|
1.35000
4993.65|
|
1.60000
5918.40
0070 401A000
2097.000
SQYD|
|
1.25000
2621.25|
|
1.20000
2516.40|
|
1.75000
3669.75
218.000
GAL |
|
4.50000
981.00|
|
4.25000
926.50|
|
7.05000
1536.90
0090 407B000
1.000
Pavement
MILE|
|
250.00000
250.00|
|
236.00000
236.00|
|
511.00000
511.00
86.75000
14227.00
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
89.85000
14735.40|
|
|
84.90000
13923.60|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -3
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
1 ) 20050
|(
2
) 09026
|(
3 ) 23045
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
58.18000
21933.86|
55.00000
20735.00|
65.00000
24505.00
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
57.89000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
57.48000
|
0140 600A000
Mobilization
22171.87|
|
|
54.70000
20950.10|
|
|
|
|
|
24429.00|
|
54.30000
23077.50|
|
|
|
|
|
60.00000
22980.00
65.00000
27625.00
LUMP|
|
17750.00000
17750.00|
|
61400.00000
61400.00|
|
34224.76000
34224.76
EACH|
|
279.50000
1677.00|
|
146.00000
876.00|
|
250.00000
1500.00
|
|
84.10000
5382.40|
|
92.50000
5920.00|
|
130.00000
8320.00
150.000
TON |
|
23.55000
3532.50|
|
29.00000
4350.00|
|
21.00000
3150.00
41.000
CUYD|
|
303.00000
12423.00|
|
290.00000
11890.00|
|
340.00000
13940.00
0190 619A000
1.000 EACH|
454.50000
454.50|
|
1060.00000
1060.00|
|
1000.00000
1000.00
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
LF
DATE : 04/07/10
PAGE : 076 -4
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
1 ) 20050
|(
2
) 09026
|(
3 ) 23045
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
17.00000
28900.00|
19.70000
33490.00|
20.50000
34850.00
|
|
|
0210 630C050
4.000 EACH|
|
2100.00000
8400.00|
|
2680.00000
10720.00|
|
2260.00000
9040.00
0220 650A000
Topsoil
232.000
CUYD|
|
12.50000
2900.00|
|
8.40000
1948.80|
|
17.00000
3944.00
0230 652A100
Seeding
1.000
ACRE|
|
1000.00000
1000.00|
|
940.00000
940.00|
|
1075.00000
1075.00
0240 656A010
Mulching
1.000
ACRE|
|
1000.00000
1000.00|
|
940.00000
940.00|
|
1075.00000
1075.00
0250 665E000
Polyethylene
362.000
SQYD|
|
3.25000
1176.50|
|
1.65000
597.30|
|
2.10000
760.20
0260 665G000
Sand Bags
436.000
EACH|
|
3.50000
1526.00|
|
5.65000
2463.40|
|
4.75000
2071.00
0270 665J002
Silt Fence
1900.000
LF
|
|
3.00000
5700.00|
|
2.90000
5510.00|
|
3.00000
5700.00
0280 665O001
Silt Fence Removal
1900.000
LF
|
|
0.72000
1368.00|
|
1.20000
2280.00|
|
1.00000
1900.00
220.000
LF
|
|
6.00000
1320.00|
|
7.50000
1650.00|
|
4.50000
990.00
LUMP|
|
4850.00000
4850.00|
|
12550.00000
12550.00|
|
24000.00000
24000.00
0310 698A000
LUMP|
to $ 150,000.00)
|
0.00000
0.00|
|
1.20000
1.20|
|
1500.00000
1500.00
0320 701E000
2600.000
0.27000
0.27000
702.00
0290 665Q002
Wattle
0300 680A000
LF
|
|
|
702.00|
|
|
0.25000
650.00|
|
DATE : 04/07/10
PAGE : 076 -5
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
1 ) 20050
|(
2
) 09026
|(
3 ) 23045
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0330 701E010
1300.000 LF |
0.27000
351.00|
0.25000
325.00|
0.27000
351.00
|
|
|
0340 701G142
460.000 LF
Stripe (5" Wide)
0350 701G146
460.000 LF
Stripe (5"Wide)
0360 701G154
460.000 LF
Stripe (5" Wide)
0370 701G242
840.000 LF
Stripe (5" Wide)
0380 701G253
840.000 LF
Stripe (5" Wide)
0390 701G265
840.000 LF
Stripe (5" Wide)
|
|
2.39000
|
|
|
2.39000
2.39000
0.80000
1099.40|
|
672.00|
|
0.80000
672.00|
|
2.25000
|
672.00|
|
0.75000
5.83000
0410 705A031
18.000 EACH|
|
12.72000
932.80|
|
0.75000
2.40000
1104.00
1035.00|
|
2.40000
1104.00
630.00|
|
0.80000
672.00
630.00|
|
0.80000
672.00
0.80000
672.00
5.90000
944.00
12.90000
232.20
|
0.75000
630.00|
|
|
5.50000
|
228.96|
|
1035.00|
|
|
|
0400 703A002
160.000 SQFT|
A
|
1104.00
|
|
0.80000
2.40000
|
|
|
|
|
2.25000
|
|
|
|
1099.40|
|
1035.00|
|
|
|
|
|
|
2.25000
|
|
|
|
1099.40|
|
880.00|
|
|
12.00000
216.00|
|
DATE : 04/07/10
PAGE : 076 -6
TABULATION OF BIDS
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
1 ) 20050
|(
2
) 09026
|(
3 ) 23045
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A037
18.000 EACH|
12.72000
228.96|
12.00000
216.00|
12.90000
232.20
|
|
|
0430 740B000
Construction Signs
1123.000
SQFT|
|
7.16000
8040.68|
|
6.75000
7580.25|
|
7.25000
8141.75
0440 740D000
Channelizing Drums
100.000
EACH|
|
48.76000
4876.00|
|
46.00000
4600.00|
|
49.50000
4950.00
20.000
EACH|
|
190.80000
3816.00|
|
180.00000
3600.00|
|
194.00000
3880.00
0460 740I005
10.000 EACH|
232.94000
2329.40|
|
220.00000
2200.00|
|
236.00000
2360.00
0470 742A001
8.000 EACH|
2530.00000
20240.00|
|
2530.00000
20240.00|
|
2725.00000
21800.00
0450 740F002
SECTION TOTALS
|
$ 1,246,259.67|
$ 1,258,535.40|
$ 1,282,666.31
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,246,259.67|
$ 1,258,535.40|
$ 1,282,666.31
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -7
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
4 ) 23070
|(
5
) 18024
|(
6 ) 03104
|WINSTON CONTRACTING, L.L.C. |RACON, INC.
|CARCEL & G. CONSTRUCTION, LLC
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
5535.22000
5535.22|
8000.00000
8000.00|
8000.00000
8000.00
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
5.59000
12521.60|
|
5.81000
13014.40|
|
4.70000
10528.00
0030 210A000
52983.000
CUYD|
|
3.38000
179082.54|
|
4.20000
222528.60|
|
1.75000
92720.25
0040 210D001
355.000
Measurement)
CUYD|
|
4.95000
1757.25|
|
15.00000
5325.00|
|
10.90000
3869.50
|
0050 219A000
76402.000 TON |
|
|
10.45000
798400.90|
|
10.25000
783120.50|
|
10.96000
837365.92
0060 219C003
3699.000
SQYD|
|
1.80000
6658.20|
|
1.82000
6732.18|
|
2.05000
7582.95
0070 401A000
2097.000
SQYD|
|
1.29000
2705.13|
|
1.34000
2809.98|
|
1.50000
3145.50
218.000
GAL |
|
4.64000
1011.52|
|
4.82000
1050.76|
|
4.50000
981.00
0090 407B000
1.000
Pavement
MILE|
|
257.89000
257.89|
|
267.50000
267.50|
|
350.00000
350.00
100.00000
16400.00
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
92.69000
15201.16|
|
|
96.14000
15766.96|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -8
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
4 ) 23070
|(
5
) 18024
|(
6 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
60.02000
22627.54|
62.25000
23468.25|
63.50000
23939.50
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
59.72000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
59.29000
|
0140 600A000
Mobilization
22872.76|
|
|
61.94000
23723.02|
|
|
|
|
|
25198.25|
|
61.50000
26137.50|
|
|
|
|
|
63.20000
24205.60
61.30000
26052.50
LUMP|
|
50000.00000
50000.00|
|
10335.50000
10335.50|
|
164725.40000
164725.40
EACH|
|
158.37000
950.22|
|
140.21000
841.26|
|
220.00000
1320.00
|
|
65.37000
4183.68|
|
19.70000
1260.80|
|
56.00000
3584.00
150.000
TON |
|
20.72000
3108.00|
|
26.38000
3957.00|
|
17.30000
2595.00
41.000
CUYD|
|
270.73000
11099.93|
|
331.64000
13597.24|
|
272.00000
11152.00
0190 619A000
1.000 EACH|
1109.12000
1109.12|
|
756.94000
756.94|
|
850.00000
850.00
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
LF
DATE : 04/07/10
PAGE : 076 -9
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
4 ) 23070
|(
5
) 18024
|(
6 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
17.54000
29818.00|
18.70000
31790.00|
18.30000
31110.00
|
|
|
0210 630C050
4.000 EACH|
|
2166.18000
8664.72|
|
2310.00000
9240.00|
|
2252.00000
9008.00
0220 650A000
Topsoil
232.000
CUYD|
|
11.30000
2621.60|
|
15.00000
3480.00|
|
18.50000
4292.00
0230 652A100
Seeding
1.000
ACRE|
|
1031.51000
1031.51|
|
1671.00000
1671.00|
|
1825.00000
1825.00
0240 656A010
Mulching
1.000
ACRE|
|
1031.51000
1031.51|
|
1671.00000
1671.00|
|
1825.00000
1825.00
0250 665E000
Polyethylene
362.000
SQYD|
|
0.83000
300.46|
|
2.09000
756.58|
|
1.55000
561.10
0260 665G000
Sand Bags
436.000
EACH|
|
3.79000
1652.44|
|
5.57000
2428.52|
|
4.80000
2092.80
0270 665J002
Silt Fence
1900.000
LF
|
|
3.20000
6080.00|
|
3.90000
7410.00|
|
3.85000
7315.00
0280 665O001
Silt Fence Removal
1900.000
LF
|
|
1.29000
2451.00|
|
1.39000
2641.00|
|
0.85000
1615.00
220.000
LF
|
|
8.25000
1815.00|
|
7.80000
1716.00|
|
7.90000
1738.00
LUMP|
|
15131.85000
15131.85|
|
15627.61000
15627.61|
|
23942.00000
23942.00
0310 698A000
LUMP|
to $ 150,000.00)
|
0.00000
0.00|
|
0.00000
0.00|
|
24000.00000
24000.00
0320 701E000
2600.000
0.52000
0.28000
728.00
0290 665Q002
Wattle
0300 680A000
LF
|
|
|
1352.00|
|
|
0.29000
754.00|
|
DATE : 04/07/10
PAGE : 076 -10
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
4 ) 23070
|(
5
) 18024
|(
6 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0330 701E010
1300.000 LF |
0.52000
676.00|
0.29000
377.00|
0.28000
364.00
|
|
|
0340 701G142
460.000 LF
Stripe (5" Wide)
0350 701G146
460.000 LF
Stripe (5"Wide)
0360 701G154
460.000 LF
Stripe (5" Wide)
0370 701G242
840.000 LF
Stripe (5" Wide)
0380 701G253
840.000 LF
Stripe (5" Wide)
0390 701G265
840.000 LF
Stripe (5" Wide)
|
|
5.16000
|
|
|
5.16000
5.16000
1.03000
2373.60|
|
865.20|
|
1.03000
865.20|
|
2.63000
|
865.20|
|
0.88000
6.19000
0410 705A031
18.000 EACH|
|
6.19000
990.40|
|
0.88000
2.40000
1104.00
1209.80|
|
2.40000
1104.00
739.20|
|
0.81000
680.40
739.20|
|
0.81000
680.40
0.81000
680.40
5.85000
936.00
12.80000
230.40
|
0.88000
739.20|
|
|
6.42000
|
111.42|
|
1209.80|
|
|
|
0400 703A002
160.000 SQFT|
A
|
1104.00
|
|
1.03000
2.40000
|
|
|
|
|
2.63000
|
|
|
|
2373.60|
|
1209.80|
|
|
|
|
|
|
2.63000
|
|
|
|
2373.60|
|
1027.20|
|
|
14.00000
252.00|
|
DATE : 04/07/10
PAGE : 076 -11
TABULATION OF BIDS
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
4 ) 23070
|(
5
) 18024
|(
6 ) 03104
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A037
18.000 EACH|
6.19000
111.42|
14.00000
252.00|
12.80000
230.40
|
|
|
0430 740B000
Construction Signs
1123.000
SQFT|
|
7.41000
8321.43|
|
7.88000
8849.24|
|
7.40000
8310.20
0440 740D000
Channelizing Drums
100.000
EACH|
|
50.48000
5048.00|
|
53.68000
5368.00|
|
49.00000
4900.00
20.000
EACH|
|
197.52000
3950.40|
|
210.06000
4201.20|
|
191.00000
3820.00
0460 740I005
10.000 EACH|
241.14000
2411.40|
|
256.45000
2564.50|
|
234.00000
2340.00
0470 742A001
8.000 EACH|
2776.31000
22210.48|
|
2952.51000
23620.08|
|
2682.00000
21456.00
0450 740F002
SECTION TOTALS
|
$ 1,289,778.35|
$ 1,294,237.32|
$ 1,397,359.22
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,289,778.35|
$ 1,294,237.32|
$ 1,346,618.52
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -12
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
7 ) 14007
|(
8
) 02096
|(
9 ) 06034
|E. O. BYARS CONSTRUCTION, I |FORESTRY ENVIRONMENTAL SERVICES
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
4000.00000
4000.00|
1178.13000
1178.13
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
2.66000
5958.40|
|
2.00000
4480.00|
|
5.99000
13417.60
0030 210A000
52983.000
CUYD|
|
4.15000
219879.45|
|
5.10000
270213.30|
|
4.24000
224647.92
0040 210D001
355.000
Measurement)
CUYD|
|
4.15000
1473.25|
|
10.00000
3550.00|
|
4.81000
1707.55
|
0050 219A000
76402.000 TON |
|
|
12.07000
922172.14|
|
12.00000
916824.00|
|
11.53000
880915.06
0060 219C003
3699.000
SQYD|
|
2.28000
8433.72|
|
1.50000
5548.50|
|
1.55000
5733.45
0070 401A000
2097.000
SQYD|
|
1.25000
2621.25|
|
1.65000
3460.05|
|
1.59000
3334.23
218.000
GAL |
|
4.50000
981.00|
|
5.00000
1090.00|
|
4.78000
1042.04
0090 407B000
1.000
Pavement
MILE|
|
250.00000
250.00|
|
385.00000
385.00|
|
371.21000
371.21
105.90000
17367.60
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
89.85000
14735.40|
|
|
110.00000
18040.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -13
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
7 ) 14007
|(
8
) 02096
|(
9 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
58.18000
21933.86|
69.75000
26295.75|
67.32000
25379.64
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
57.89000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
57.48000
|
0140 600A000
Mobilization
22171.87|
|
|
69.45000
26599.35|
|
|
|
|
|
24429.00|
|
67.35000
28623.75|
|
|
|
|
|
67.01000
25664.83
64.95000
27603.75
LUMP|
|
10497.50000
10497.50|
|
17000.00000
17000.00|
|
64752.79000
64752.79
EACH|
|
135.00000
810.00|
|
200.00000
1200.00|
|
122.31000
733.86
|
|
20.75000
1328.00|
|
100.00000
6400.00|
|
30.59000
1957.76
150.000
TON |
|
31.10000
4665.00|
|
25.00000
3750.00|
|
27.77000
4165.50
41.000
CUYD|
|
272.50000
11172.50|
|
400.00000
16400.00|
|
318.18000
13045.38
0190 619A000
1.000 EACH|
639.00000
639.00|
|
400.00000
400.00|
|
446.57000
446.57
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
LF
DATE : 04/07/10
PAGE : 076 -14
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
7 ) 14007
|(
8
) 02096
|(
9 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
21.00000
35700.00|
17.85000
30345.00|
17.76000
30192.00
|
|
|
0210 630C050
4.000 EACH|
|
2850.00000
11400.00|
|
2200.00000
8800.00|
|
1940.56000
7762.24
0220 650A000
Topsoil
232.000
CUYD|
|
10.65000
2470.80|
|
10.00000
2320.00|
|
4.09000
948.88
0230 652A100
Seeding
1.000
ACRE|
|
1000.00000
1000.00|
|
1575.00000
1575.00|
|
641.95000
641.95
0240 656A010
Mulching
1.000
ACRE|
|
1000.00000
1000.00|
|
1575.00000
1575.00|
|
390.75000
390.75
0250 665E000
Polyethylene
362.000
SQYD|
|
2.13000
771.06|
|
1.00000
362.00|
|
0.89000
322.18
0260 665G000
Sand Bags
436.000
EACH|
|
5.00000
2180.00|
|
5.50000
2398.00|
|
2.79000
1216.44
0270 665J002
Silt Fence
1900.000
LF
|
|
4.00000
7600.00|
|
3.75000
7125.00|
|
1.66000
3154.00
0280 665O001
Silt Fence Removal
1900.000
LF
|
|
1.07000
2033.00|
|
2.00000
3800.00|
|
0.44000
836.00
220.000
LF
|
|
7.55000
1661.00|
|
8.00000
1760.00|
|
3.91000
860.20
LUMP|
|
8200.00000
8200.00|
|
14000.00000
14000.00|
|
8448.64000
8448.64
0310 698A000
LUMP|
to $ 150,000.00)
|
1.00000
1.00|
|
0.00000
0.00|
|
55981.92000
55981.92
0320 701E000
2600.000
0.27000
0.28000
728.00
0290 665Q002
Wattle
0300 680A000
LF
|
|
|
702.00|
|
|
0.45000
1170.00|
|
DATE : 04/07/10
PAGE : 076 -15
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
7 ) 14007
|(
8
) 02096
|(
9 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0330 701E010
1300.000 LF |
0.27000
351.00|
0.45000
585.00|
0.28000
364.00
|
|
|
0340 701G142
460.000 LF
Stripe (5" Wide)
0350 701G146
460.000 LF
Stripe (5"Wide)
0360 701G154
460.000 LF
Stripe (5" Wide)
0370 701G242
840.000 LF
Stripe (5" Wide)
0380 701G253
840.000 LF
Stripe (5" Wide)
0390 701G265
840.000 LF
Stripe (5" Wide)
|
|
2.40000
|
|
|
2.40000
2.40000
0.80000
1104.00|
|
672.00|
|
0.80000
672.00|
|
4.40000
|
672.00|
|
1.65000
5.86000
0410 705A031
18.000 EACH|
|
12.78000
937.60|
|
1.65000
2.51000
1154.60
2024.00|
|
2.51000
1154.60
1386.00|
|
0.84000
705.60
1386.00|
|
0.84000
705.60
0.84000
705.60
6.14000
982.40
13.40000
241.20
|
1.65000
1386.00|
|
|
5.50000
|
230.04|
|
2024.00|
|
|
|
0400 703A002
160.000 SQFT|
A
|
1154.60
|
|
0.80000
2.51000
|
|
|
|
|
4.40000
|
|
|
|
1104.00|
|
1518.00|
|
|
|
|
|
|
3.30000
|
|
|
|
1104.00|
|
880.00|
|
|
5.50000
99.00|
|
DATE : 04/07/10
PAGE : 076 -16
TABULATION OF BIDS
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|(
7 ) 14007
|(
8
) 02096
|(
9 ) 06034
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A037
18.000 EACH|
12.78000
230.04|
5.50000
99.00|
13.40000
241.20
|
|
|
0430 740B000
Construction Signs
1123.000
SQFT|
|
7.19000
8074.37|
|
7.42000
8332.66|
|
8.93000
10028.39
0440 740D000
Channelizing Drums
100.000
EACH|
|
53.25000
5325.00|
|
50.00000
5000.00|
|
46.89000
4689.00
20.000
EACH|
|
195.00000
3900.00|
|
200.00000
4000.00|
|
206.54000
4130.80
0460 740I005
10.000 EACH|
235.00000
2350.00|
|
240.00000
2400.00|
|
390.75000
3907.50
0470 742A001
8.000 EACH|
2695.00000
21560.00|
|
2780.00000
22240.00|
|
4019.14000
32153.12
0450 740F002
SECTION TOTALS
|
$ 1,405,156.25|
$ 1,482,849.36|
$ 1,487,266.28
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,405,156.25|
$ 1,482,849.36|
$ 1,487,266.28
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -17
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 10 ) 07003
|( 11
) 23025
|( 12 ) 03023
|R.E. GRILLS CONSTRUCTION CO |WRIGHT BROTHERS CONSTRUCTIO |B. H. CRAIG CONSTRUCTION COMPAN
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
4000.00000
4000.00|
5800.00000
5800.00
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
6.20000
13888.00|
|
0.01000
22.40|
|
19.00000
42560.00
0030 210A000
52983.000
CUYD|
|
4.85000
256967.55|
|
3.87000
205044.21|
|
4.40000
233125.20
0040 210D001
355.000
Measurement)
CUYD|
|
12.00000
4260.00|
|
10.00000
3550.00|
|
8.25000
2928.75
|
0050 219A000
76402.000 TON |
|
|
12.30000
939744.60|
|
11.96000
913767.92|
|
12.80000
977945.60
0060 219C003
3699.000
SQYD|
|
1.30000
4808.70|
|
1.18000
4364.82|
|
3.00000
11097.00
0070 401A000
2097.000
SQYD|
|
1.40000
2935.80|
|
1.31000
2747.07|
|
2.35000
4927.95
218.000
GAL |
|
5.00000
1090.00|
|
4.73000
1031.14|
|
2.90000
632.20
0090 407B000
1.000
Pavement
MILE|
|
286.40000
286.40|
|
262.50000
262.50|
|
1160.00000
1160.00
93.00000
15252.00
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
102.90000
16875.60|
|
|
94.34000
15471.76|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -18
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 10 ) 07003
|( 11
) 23025
|( 12 ) 03023
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
66.60000
25108.20|
61.09000
23030.93|
80.00000
30160.00
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
66.30000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
65.85000
|
0140 600A000
Mobilization
25392.90|
|
|
60.78000
23278.74|
|
|
|
|
|
27986.25|
|
60.35000
25648.75|
|
|
|
|
|
80.00000
30640.00
80.00000
34000.00
LUMP|
|
21450.00000
21450.00|
|
93618.13000
93618.13|
|
95000.00000
95000.00
EACH|
|
195.00000
1170.00|
|
231.00000
1386.00|
|
250.00000
1500.00
|
|
15.00000
960.00|
|
75.46000
4829.44|
|
50.00000
3200.00
150.000
TON |
|
22.80000
3420.00|
|
30.00000
4500.00|
|
23.25000
3487.50
41.000
CUYD|
|
330.00000
13530.00|
|
288.75000
11838.75|
|
400.00000
16400.00
0190 619A000
1.000 EACH|
460.00000
460.00|
|
945.00000
945.00|
|
1500.00000
1500.00
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
LF
DATE : 04/07/10
PAGE : 076 -19
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 10 ) 07003
|( 11
) 23025
|( 12 ) 03023
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
24.00000
40800.00|
22.05000
37485.00|
19.75000
33575.00
|
|
|
0210 630C050
4.000 EACH|
|
3265.00000
13060.00|
|
2992.50000
11970.00|
|
2440.00000
9760.00
0220 650A000
Topsoil
232.000
CUYD|
|
14.00000
3248.00|
|
4.13000
958.16|
|
21.00000
4872.00
0230 652A100
Seeding
1.000
ACRE|
|
1605.00000
1605.00|
|
1050.00000
1050.00|
|
2320.00000
2320.00
0240 656A010
Mulching
1.000
ACRE|
|
1605.00000
1605.00|
|
1050.00000
1050.00|
|
2320.00000
2320.00
0250 665E000
Polyethylene
362.000
SQYD|
|
2.90000
1049.80|
|
2.10000
760.20|
|
4.75000
1719.50
0260 665G000
Sand Bags
436.000
EACH|
|
5.50000
2398.00|
|
4.20000
1831.20|
|
9.30000
4054.80
0270 665J002
Silt Fence
1900.000
LF
|
|
3.90000
7410.00|
|
3.26000
6194.00|
|
3.80000
7220.00
0280 665O001
Silt Fence Removal
1900.000
LF
|
|
1.40000
2660.00|
|
1.31000
2489.00|
|
1.50000
2850.00
220.000
LF
|
|
7.80000
1716.00|
|
8.40000
1848.00|
|
10.00000
2200.00
LUMP|
|
10770.00000
10770.00|
|
16000.00000
16000.00|
|
20000.00000
20000.00
0310 698A000
LUMP|
to $ 150,000.00)
|
0.00000
0.00|
|
57960.00000
57960.00|
|
0.00000
0.00
0320 701E000
2600.000
0.28000
0.30000
780.00
0290 665Q002
Wattle
0300 680A000
LF
|
|
|
728.00|
|
|
0.53000
1378.00|
|
DATE : 04/07/10
PAGE : 076 -20
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 10 ) 07003
|( 11
) 23025
|( 12 ) 03023
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0330 701E010
1300.000 LF |
0.28000
364.00|
0.53000
689.00|
0.30000
390.00
|
|
|
0340 701G142
460.000 LF
Stripe (5" Wide)
0350 701G146
460.000 LF
Stripe (5"Wide)
0360 701G154
460.000 LF
Stripe (5" Wide)
0370 701G242
840.000 LF
Stripe (5" Wide)
0380 701G253
840.000 LF
Stripe (5" Wide)
0390 701G265
840.000 LF
Stripe (5" Wide)
|
|
2.65000
|
|
|
2.65000
2.65000
0.85000
1219.00|
|
714.00|
|
0.85000
714.00|
|
5.25000
|
714.00|
|
1.05000
6.45000
0410 705A031
18.000 EACH|
|
14.00000
1032.00|
|
1.05000
2.65000
1219.00
2415.00|
|
2.65000
1219.00
882.00|
|
0.90000
756.00
882.00|
|
0.90000
756.00
0.90000
756.00
6.40000
1024.00
14.00000
252.00
|
1.05000
882.00|
|
|
6.30000
|
252.00|
|
2415.00|
|
|
|
0400 703A002
160.000 SQFT|
A
|
1219.00
|
|
0.85000
2.65000
|
|
|
|
|
5.25000
|
|
|
|
1219.00|
|
2415.00|
|
|
|
|
|
|
5.25000
|
|
|
|
1219.00|
|
1008.00|
|
|
6.30000
113.40|
|
DATE : 04/07/10
PAGE : 076 -21
TABULATION OF BIDS
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 10 ) 07003
|( 11
) 23025
|( 12 ) 03023
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A037
18.000 EACH|
14.00000
252.00|
6.30000
113.40|
14.00000
252.00
|
|
|
0430 740B000
Construction Signs
1123.000
SQFT|
|
7.90000
8871.70|
|
8.82000
9904.86|
|
7.85000
8815.55
0440 740D000
Channelizing Drums
100.000
EACH|
|
52.00000
5200.00|
|
47.25000
4725.00|
|
53.40000
5340.00
20.000
EACH|
|
206.00000
4120.00|
|
210.00000
4200.00|
|
208.80000
4176.00
0460 740I005
10.000 EACH|
251.00000
2510.00|
|
393.75000
3937.50|
|
255.00000
2550.00
0470 742A001
8.000 EACH|
2900.00000
23200.00|
|
4200.00000
33600.00|
|
2935.00000
23480.00
0450 740F002
SECTION TOTALS
|
$ 1,506,984.50|
$ 1,548,493.28|
$ 1,655,192.05
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,506,984.50|
$ 1,548,493.28|
$ 1,655,192.05
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -22
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 13 ) 22005
|( 14
) 18037
|( 15 ) 08078
|VETERANS LANDSCAPING COMPAN |REED CONTRACTING SERVICES, |HOLMES II EXCAVATION, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
7500.00000
7500.00|
8000.00000
8000.00
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
9.50000
21280.00|
|
3.76000
8422.40|
|
2.00000
4480.00
0030 210A000
52983.000
CUYD|
|
4.00000
211932.00|
|
4.75000
251669.25|
|
4.35000
230476.05
0040 210D001
355.000
Measurement)
CUYD|
|
5.46000
1938.30|
|
22.36000
7937.80|
|
25.00000
8875.00
|
0050 219A000
76402.000 TON |
|
|
15.00000
1146030.00|
|
11.74000
896959.48|
|
14.55000
1111649.10
0060 219C003
3699.000
SQYD|
|
2.75000
10172.25|
|
1.83000
6769.17|
|
2.00000
7398.00
0070 401A000
2097.000
SQYD|
|
1.35000
2830.95|
|
1.13000
2369.61|
|
1.56000
3271.32
218.000
GAL |
|
4.90000
1068.20|
|
2.87000
625.66|
|
4.73000
1031.14
0090 407B000
1.000
Pavement
MILE|
|
270.00000
270.00|
|
468.51000
468.51|
|
368.00000
368.00
105.00000
17220.00
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
98.00000
16072.00|
|
|
92.46000
15163.44|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -23
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 13 ) 22005
|( 14
) 18037
|( 15 ) 08078
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
64.00000
24128.00|
76.36000
28787.72|
66.64000
25123.28
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
65.00000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
63.00000
|
0140 600A000
Mobilization
24895.00|
|
|
71.03000
27204.49|
|
|
|
|
|
26775.00|
|
68.72000
29206.00|
|
|
|
|
|
66.32000
25400.56
64.30000
27327.50
LUMP|
|
25630.00000
25630.00|
|
223796.54000
223796.54|
|
125000.00000
125000.00
EACH|
|
120.00000
720.00|
|
234.96000
1409.76|
|
125.00000
750.00
LF
|
|
110.00000
7040.00|
|
40.89000
2616.96|
|
25.00000
1600.00
150.000
TON |
|
29.00000
4350.00|
|
33.86000
5079.00|
|
25.00000
3750.00
41.000
CUYD|
|
86.00000
3526.00|
|
397.90000
16313.90|
|
300.00000
12300.00
0190 619A000
1.000 EACH|
457.00000
457.00|
|
685.26000
685.26|
|
700.00000
700.00
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
DATE : 04/07/10
PAGE : 076 -24
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 13 ) 22005
|( 14
) 18037
|( 15 ) 08078
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
23.00000
39100.00|
17.85000
30345.00|
17.85000
30345.00
|
|
|
0210 630C050
4.000 EACH|
|
3100.00000
12400.00|
|
2205.00000
8820.00|
|
2205.00000
8820.00
0220 650A000
Topsoil
232.000
CUYD|
|
3.35000
777.20|
|
31.01000
7194.32|
|
15.00000
3480.00
0230 652A100
Seeding
1.000
ACRE|
|
635.00000
635.00|
|
1774.81000
1774.81|
|
1100.00000
1100.00
0240 656A010
Mulching
1.000
ACRE|
|
700.00000
700.00|
|
1774.81000
1774.81|
|
1100.00000
1100.00
0250 665E000
Polyethylene
362.000
SQYD|
|
2.85000
1031.70|
|
2.06000
745.72|
|
1.25000
452.50
0260 665G000
Sand Bags
436.000
EACH|
|
7.27000
3169.72|
|
11.27000
4913.72|
|
6.00000
2616.00
0270 665J002
Silt Fence
1900.000
LF
|
|
2.50000
4750.00|
|
6.21000
11799.00|
|
3.50000
6650.00
0280 665O001
Silt Fence Removal
1900.000
LF
|
|
1.00000
1900.00|
|
1.08000
2052.00|
|
1.35000
2565.00
220.000
LF
|
|
7.00000
1540.00|
|
6.48000
1425.60|
|
8.50000
1870.00
LUMP|
|
3315.00000
3315.00|
|
22087.15000
22087.15|
|
12000.00000
12000.00
0310 698A000
LUMP|
to $ 150,000.00)
|
575.00000
575.00|
|
0.01000
0.01|
|
0.00000
0.00
0.28000
728.00
0290 665Q002
Wattle
0300 680A000
0320 701E000
2600.000
LF
|
|
|
0.30000
780.00|
|
|
0.53000
1378.00|
|
DATE : 04/07/10
PAGE : 076 -25
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 13 ) 22005
|( 14
) 18037
|( 15 ) 08078
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0330 701E010
1300.000 LF |
0.30000
390.00|
0.53000
689.00|
0.28000
364.00
|
|
|
0340 701G142
460.000 LF
Stripe (5" Wide)
0350 701G146
460.000 LF
Stripe (5"Wide)
0360 701G154
460.000 LF
Stripe (5" Wide)
0370 701G242
840.000 LF
Stripe (5" Wide)
0380 701G253
840.000 LF
Stripe (5" Wide)
0390 701G265
840.000 LF
Stripe (5" Wide)
|
|
2.60000
|
|
|
2.60000
2.60000
1.00000
1196.00|
|
840.00|
|
1.00000
840.00|
|
5.25000
|
840.00|
|
1.05000
6.30000
0410 705A031
18.000 EACH|
|
13.75000
1008.00|
|
1.05000
2.52000
1159.20
2415.00|
|
2.52000
1159.20
882.00|
|
0.85000
714.00
882.00|
|
0.85000
714.00
0.85000
714.00
6.15000
984.00
13.45000
242.10
|
1.05000
882.00|
|
|
6.30000
|
247.50|
|
2415.00|
|
|
|
0400 703A002
160.000 SQFT|
A
|
1159.20
|
|
1.00000
2.52000
|
|
|
|
|
5.25000
|
|
|
|
1196.00|
|
2415.00|
|
|
|
|
|
|
5.25000
|
|
|
|
1196.00|
|
1008.00|
|
|
6.30000
113.40|
|
DATE : 04/07/10
PAGE : 076 -26
TABULATION OF BIDS
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 13 ) 22005
|( 14
) 18037
|( 15 ) 08078
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A037
18.000 EACH|
13.75000
247.50|
6.30000
113.40|
13.54000
243.72
|
|
|
0430 740B000
Construction Signs
1123.000
SQFT|
|
9.17000
10297.91|
|
7.47000
8388.81|
|
7.10000
7973.30
0440 740D000
Channelizing Drums
100.000
EACH|
|
48.00000
4800.00|
|
50.84000
5084.00|
|
60.00000
6000.00
20.000
EACH|
|
212.00000
4240.00|
|
198.94000
3978.80|
|
250.00000
5000.00
0460 740I005
10.000 EACH|
400.00000
4000.00|
|
242.89000
2428.90|
|
242.00000
2420.00
0470 742A001
8.000 EACH|
4125.00000
33000.00|
|
2796.32000
22370.56|
|
2783.00000
22264.00
0450 740F002
SECTION TOTALS
|
$ 1,672,127.23|
$ 1,681,360.96|
$ 1,737,557.17
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,672,127.23|
$ 1,681,360.96|
$ 1,737,557.17
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -27
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 16 ) 07002
|( 17
) 04010
|( 18 ) 03114
|GOOD HOPE CONTRACTING CO., |H. N. DONAHOO CONTRACTING C |CORNERSTONE CIVIL CONTRACTORS,
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
6930.00000
6930.00|
8000.00000
8000.00
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
6.81000
15254.40|
|
4.81000
10774.40|
|
8.00000
17920.00
0030 210A000
52983.000
CUYD|
|
8.80000
466250.40|
|
5.62000
297764.46|
|
9.30000
492741.90
0040 210D001
355.000
Measurement)
CUYD|
|
12.00000
4260.00|
|
7.22000
2563.10|
|
9.65000
3425.75
|
0050 219A000
76402.000 TON |
|
|
10.68000
815973.36|
|
15.29000
1168186.58|
|
13.05000
997046.10
0060 219C003
3699.000
SQYD|
|
4.00000
14796.00|
|
2.40000
8877.60|
|
1.80000
6658.20
0070 401A000
2097.000
SQYD|
|
1.00000
2097.00|
|
1.64000
3439.08|
|
1.80000
3774.60
218.000
GAL |
|
4.00000
872.00|
|
4.95000
1079.10|
|
7.50000
1635.00
0090 407B000
1.000
Pavement
MILE|
|
1000.00000
1000.00|
|
385.00000
385.00|
|
525.00000
525.00
95.00000
15580.00
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
89.85000
14735.40|
|
|
109.84000
18013.76|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -28
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 16 ) 07002
|( 17
) 04010
|( 18 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
57.89000
21824.53|
69.82000
26322.14|
66.00000
24882.00
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
57.89000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
57.48000
|
0140 600A000
Mobilization
22171.87|
|
|
69.48000
26610.84|
|
|
|
|
|
24429.00|
|
67.36000
28628.00|
|
|
|
|
|
65.00000
24895.00
70.00000
29750.00
LUMP|
|
214232.78000
214232.78|
|
24100.00000
24100.00|
|
113000.00000
113000.00
EACH|
|
200.00000
1200.00|
|
245.03000
1470.18|
|
125.00000
750.00
LF
|
|
100.00000
6400.00|
|
64.00000
4096.00|
|
23.80000
1523.20
150.000
TON |
|
30.00000
4500.00|
|
28.48000
4272.00|
|
21.20000
3180.00
41.000
CUYD|
|
400.00000
16400.00|
|
261.71000
10730.11|
|
270.00000
11070.00
0190 619A000
1.000 EACH|
600.00000
600.00|
|
565.25000
565.25|
|
700.00000
700.00
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
DATE : 04/07/10
PAGE : 076 -29
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 16 ) 07002
|( 17
) 04010
|( 18 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
22.26000
37842.00|
19.64000
33388.00|
18.00000
30600.00
|
|
|
0210 630C050
4.000 EACH|
|
3021.00000
12084.00|
|
2425.50000
9702.00|
|
2250.00000
9000.00
0220 650A000
Topsoil
232.000
CUYD|
|
10.00000
2320.00|
|
7.22000
1675.04|
|
16.00000
3712.00
0230 652A100
Seeding
1.000
ACRE|
|
1060.00000
1060.00|
|
866.25000
866.25|
|
1600.00000
1600.00
0240 656A010
Mulching
1.000
ACRE|
|
1060.00000
1060.00|
|
548.63000
548.63|
|
1600.00000
1600.00
0250 665E000
Polyethylene
362.000
SQYD|
|
4.00000
1448.00|
|
2.71000
981.02|
|
2.00000
724.00
0260 665G000
Sand Bags
436.000
EACH|
|
8.48000
3697.28|
|
3.15000
1373.40|
|
4.50000
1962.00
0270 665J002
Silt Fence
1900.000
LF
|
|
3.29000
6251.00|
|
3.74000
7106.00|
|
4.00000
7600.00
0280 665O001
Silt Fence Removal
1900.000
LF
|
|
1.33000
2527.00|
|
1.04000
1976.00|
|
1.25000
2375.00
220.000
LF
|
|
8.48000
1865.60|
|
5.43000
1194.60|
|
7.75000
1705.00
LUMP|
|
10000.00000
10000.00|
|
12638.01000
12638.01|
|
14975.00000
14975.00
0310 698A000
LUMP|
to $ 150,000.00)
|
0.00000
0.00|
|
45202.50000
45202.50|
|
15000.00000
15000.00
0320 701E000
2600.000
0.29000
0.25000
650.00
0290 665Q002
Wattle
0300 680A000
LF
|
|
|
754.00|
|
|
0.29000
754.00|
|
DATE : 04/07/10
PAGE : 076 -30
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 16 ) 07002
|( 17
) 04010
|( 18 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0330 701E010
1300.000 LF |
0.29000
377.00|
0.29000
377.00|
0.25000
325.00
|
|
|
0340 701G142
460.000 LF
Stripe (5" Wide)
0350 701G146
460.000 LF
Stripe (5"Wide)
0360 701G154
460.000 LF
Stripe (5" Wide)
0370 701G242
840.000 LF
Stripe (5" Wide)
0380 701G253
840.000 LF
Stripe (5" Wide)
0390 701G265
840.000 LF
Stripe (5" Wide)
|
|
2.53000
|
|
|
2.53000
2.53000
0.85000
1163.80|
|
714.00|
|
0.85000
714.00|
|
2.60000
|
714.00|
|
0.87000
6.20000
0410 705A031
18.000 EACH|
|
13.75000
992.00|
|
0.87000
2.50000
1150.00
1196.00|
|
2.50000
1150.00
730.80|
|
0.75000
630.00
730.80|
|
0.75000
630.00
0.75000
630.00
5.75000
920.00
13.50000
243.00
|
0.87000
730.80|
|
|
6.35000
|
247.50|
|
1196.00|
|
|
|
0400 703A002
160.000 SQFT|
A
|
1150.00
|
|
0.85000
2.50000
|
|
|
|
|
2.60000
|
|
|
|
1163.80|
|
1196.00|
|
|
|
|
|
|
2.60000
|
|
|
|
1163.80|
|
1016.00|
|
|
13.86000
249.48|
|
DATE : 04/07/10
PAGE : 076 -31
TABULATION OF BIDS
CALL ORDER
: 076
10:00 AM
DIVISION
: 01
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 16 ) 07002
|( 17
) 04010
|( 18 ) 03114
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0420 705A037
18.000 EACH|
13.54000
243.72|
13.86000
249.48|
13.50000
243.00
|
|
|
0430 740B000
Construction Signs
1123.000
SQFT|
|
9.02000
10129.46|
|
9.24000
10376.52|
|
7.50000
8422.50
0440 740D000
Channelizing Drums
100.000
EACH|
|
47.36000
4736.00|
|
48.51000
4851.00|
|
50.00000
5000.00
20.000
EACH|
|
208.62000
4172.40|
|
213.68000
4273.60|
|
200.00000
4000.00
0460 740I005
10.000 EACH|
394.68000
3946.80|
|
404.25000
4042.50|
|
250.00000
2500.00
0470 742A001
8.000 EACH|
4000.00000
32000.00|
|
4158.00000
33264.00|
|
2700.00000
21600.00
0450 740F002
SECTION TOTALS
|
$ 1,798,383.90|
$ 1,826,693.03|
$ 1,897,153.25
------------------------------------------+----------------------------+----------------------------+------------------------------CONTRACT TOTALS
|
$ 1,798,383.90|
$ 1,826,693.03|
$ 1,897,153.25
====================================================================================================================================
DATE : 04/07/10
PAGE : 076 -32
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 19 ) 11014
|( 20
) 08019
|( 21 ) 03540
|JOE KEENUM EXCAVATION & CON |HIGHWAYS, INC.
|CHILTON CONTRACTORS, INC.
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------SECTION 0001
Total
|
|
|
0010 201A002
LUMP|
8000.00000
8000.00|
8000.00000
8000.00|
4000.00000
4000.00
|
|
|
(Approximately
|
|
|
|
|
|
0020 206C001
2240.000
SQYD|
|
12.00000
26880.00|
|
5.00000
11200.00|
|
11.00000
24640.00
0030 210A000
52983.000
CUYD|
|
6.55000
347038.65|
|
8.75000
463601.25|
|
4.90000
259616.70
0040 210D001
355.000
Measurement)
CUYD|
|
20.00000
7100.00|
|
25.00000
8875.00|
|
15.00000
5325.00
|
0050 219A000
76402.000 TON |
|
|
14.00000
1069628.00|
|
15.00000
1146030.00|
|
20.25000
1547140.50
0060 219C003
3699.000
SQYD|
|
2.50000
9247.50|
|
5.00000
18495.00|
|
2.30000
8507.70
0070 401A000
2097.000
SQYD|
|
1.00000
2097.00|
|
1.70000
3564.90|
|
1.79000
3753.63
218.000
GAL |
|
3.00000
654.00|
|
7.00000
1526.00|
|
7.21000
1571.78
0090 407B000
1.000
Pavement
MILE|
|
600.00000
600.00|
|
500.00000
500.00|
|
527.25000
527.25
88.80000
14563.20
0080 405A000
Tack Coat
|
0100 424A360
164.000 TON |
|
|
|
|
66.00000
10824.00|
|
|
85.00000
13940.00|
|
|
|
|
|
DATE : 04/07/10
PAGE : 076 -33
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 19 ) 11014
|( 20
) 08019
|( 21 ) 03540
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0110 424B651
377.000 TON |
64.00000
24128.00|
65.00000
24505.00|
56.60000
21338.20
|
|
|
Mix, ESAL Range C/D
|
|
|
|
0120 424B681
383.000 TON |
|
Mix, ESAL Range C/D
|
|
63.00000
|
0130 424C360
425.000 TON |
|
ESAL Range C/D
|
63.00000
|
0140 600A000
Mobilization
24129.00|
|
|
60.00000
22980.00|
|
|
|
|
|
26775.00|
|
65.00000
27625.00|
|
|
|
|
|
61.05000
23382.15
65.49000
27833.25
LUMP|
|
25000.00000
25000.00|
|
198000.00000
198000.00|
|
78440.00000
78440.00
EACH|
|
170.00000
1020.00|
|
225.00000
1350.00|
|
231.00000
1386.00
|
|
26.00000
1664.00|
|
20.00000
1280.00|
|
24.00000
1536.00
150.000
TON |
|
25.00000
3750.00|
|
25.00000
3750.00|
|
29.06000
4359.00
41.000
CUYD|
|
250.00000
10250.00|
|
300.00000
12300.00|
|
244.20000
10012.20
0190 619A000
1.000 EACH|
650.00000
650.00|
|
1000.00000
1000.00|
|
750.00000
750.00
0150 602A000
6.000
0160 606A002
12" Underdrain Pipe
64.000
0170 610C002
0180 614A000
Slope Paving
LF
DATE : 04/07/10
PAGE : 076 -34
TABULATION OF BIDS
CALL ORDER
: 076
DIVISION
: 01
10:00 AM
COUNTIES : CULLMAN
MORGAN
====================================================================================================================================
|( 19 ) 11014
|( 20
) 08019
|( 21 ) 03540
|
|
|
ITEM DESCRIPTION
QUANTITY
| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT| UNIT PRICE
AMOUNT
------------------------------------------+----------------------------+----------------------------+------------------------------0200 630A001
1700.000 LF |
21.00000
35700.00|
18.00000
30600.00|
22.05000
37485.00
|
|
|
0210 630C050
4.000 EACH|
Guardrail End Anchor, Type 20 Ser

alabama department of transportation date : 04/07/10 page : 001

Transcription

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