An Infrastructure Funding Request for the Springdale 56 Street

Transcription

An Infrastructure
Funding Request
for the
Springdale
th
56 Street Corridor Project
Submitted January 23, 2014
Springdale 56th Street Corridor Project
Johnson Mills Blvd. to Bob Mills Road
Background
The January 1, 2008 implementation of the state’s Streamlined Sales and Use Tax
Agreement, which transferred the payment of sales tax revenue from the point of sale to the
point of delivery, inequitably impacted the city of Springdale more than any other city in
Arkansas.
With an estimated 13 percent of its annual sales tax revenue derived from retailers whose
sales were negatively impacted by the delivery point sales tax (i.e. Building Materials,
Furniture & Home Furnishings, Wholesale Trade & Durable Goods and Special Trade
Contractors), Springdale has experienced a total loss of $19.02 million in sales tax revenue in
the six years since implementation of the Streamlined Sales and Use Tax Agreement
(SSUTA) – in excess of $3 million per year.
Chart 1 below shows annual sales tax revenue data obtained from the Department of Finance
and Administration, reflecting revenue received by the city of Springdale in 2005 (the year
closest to 2008 SSUTA implementation available from DF&A) and in 2010 (the first year of
data available from DF&A after 2008 SSUTA implementation).
The chart shows an average annual decrease in sales tax revenue of a minimum of $3.2
million from 2005 to 2010. When multiplied by the six years since the Jan. 1, 2008
implementation of the Streamlined Sales Tax (2008-2012), an estimated loss of at least
$19.02 million in sales tax revenue has been felt by the city of Springdale:
Chart 1: 5-Year Sales Tax Revenue Impact of Streamlined Sales Tax & Use Agreement
(source: Department of Finance and Administration)
NAICS
444
442
421
235
Description
2005 Tax
Building Materials
$3,824,140.62
Furniture & Home Furnishings
$670,228.69
Wholesale Trade & Durable Goods $2,058,319.98
Special Trade Contractors
$293,130.58
Annual Decrease for years 2005-2010
2010 Tax
Decrease
$1,249,702.38 $2,574,438.24
$437,883.53
$232,345.15
$1,716,724.00
$341,595.98
$269,933.99
$23,196.59
$3,171,575.96
Pct.
-67.3
-34.7
-16.6
-7.91
Despite this enormous loss of sales tax revenue imposed upon city coffers, local efforts have
expanded to advance economic development through investment in infrastructure. Springdale
taxpayers have embraced their responsibility by self-funding more than $140 million in
street/roadway improvements since 2003.
A list of these infrastructure projects is shown in Chart 2:
2
Chart 2: Locally Funded Infrastructure Investment Since 2003
(source: City of Springdale Engineering Department)
48th Street-Hwy 412 to Brush Creek
Silent Grove Road Improvement
Don Tyson Parkway Carley to Turner
Don Tyson Parkway Turner to Hwy. 265
Southern Corridor-40th to 48th
Huntsville Phase I
Hunstville Ave-Old Missouri to Emma
Butterfield Coach-Emma to Hwy 412
Wagon Wheel Phase I
Wagon Wheel-540 to Robins
Har-Ber Ave-Jones to 112
Har-Ber Ave-Brush Creek to 48th St
Butterfield Coach South of 412
Turner Street
West End St
Elm Springs Road Phase II
Watkins Ave Improvements
Johnson Road
Don Tyson Parkway Interchange
Total
$1,968,522
$1,739,638
$15,985,822
$4,713,212
$2,486,184
$18,558,279
$5,533,060
$5,484,839
$5,028,835
$10,444,082
$3,743,063
$7,353,968
$11,823,536
$4,050,422
$1,981,136
$3,177,606
$3,800,063
$3,000,000
$29,459,637
$140,331,904
(20% federal match)
(1/3 complete)
The willingness of Springdale taxpayers to endorse and promote economic growth through
significant infrastructure investment is clear and unmatched by other cities in our state.
Evidence of Springdale’s commitment to fund local transportation needs can be seen in the
city bearing 100 percent of the cost of the Don Tyson Parkway Interstate interchange. By
comparison, federal funding accounted for 100 percent of the Exit 82 Pinnacle Hills
Promenade interchange in Rogers.
3
Corridor Overview: Three Distinct Sections
A major component of a 2012 bond issue for street improvements approved by voters is the
widening and extension of the 56th Street Corridor, west of Interstate 540. The roadway
serves as a major collector in the city’s Master Street Plan, running parallel to I-540 and
ultimately connecting five major Northwest Arkansas Interstate intersections.
The 56th Street Corridor (shown in its entirety in Map A) has three major sections:
1) The Southern Section (red) from Don Tyson Parkway south to Johnson Mill Blvd.;
2) The Middle Section (green) currently funded by the city of Springdale and under
construction from Don Tyson Parkway north to Har-Ber Ave., and;
3) The unfunded Northern Section (blue) from Har-Ber Ave. north to Bob Mills Road.
The Corridor’s role in economic growth is certain for a variety of reasons:
•
•
•
•
It will ultimately connect five different Interstate interchanges (Johnson, Tyson
Parkway, U.S. 412, Elm Springs Road and Wagon Wheel Road);
It will provide a parallel transportation corridor to I-540, providing for safer and more
convenient routes for non-thoroughfare traffic;
It will reduce Interstate interchange congestion;
With its location on the eastern edge of Arvest Ballpark, the improved 56th Street
Corridor will serve as the transportation backbone for the future of retail development
in Northwest Arkansas through a 2,000-acre Greenfield development awaiting
investment by market forces.
See Map A on next page.
4
Map A (Johnson Mill Blvd. to Bob Mills Road with connection to Wagon Wheel Rd.)
5
Southern Section: Tyson Parkway to Johnson Mill (Springdale/Johnson Partnership)
The southernmost improvement section of the 56th Street Corridor is from Don Tyson
Parkway south to Johnson Mill Boulevard (Map B). The city of Springdale is partnering with
the city of Johnson and has applied for preliminary design work funding from the Arkansas
Highway and Transportation Department for the widening and extension of this regionally
significant corridor with an estimated $10 million construction cost.
This section of the Corridor’s role provides these significant benefits:
•
•
Extending 56th Street south to Johnson Mill Boulevard provides a 56th Street Corridor
connection to I-540 in Johnson – one of five such connections along the length of the
Corridor. These interchanges include:
o Johnson (Exit 69)
o Tyson Parkway
o U.S. 412 (Exit 72)
o Elm Springs Road (Exit 73)
o Wagon Wheel Road (Exit 76)
It will provide a southern access point to a parallel transportation corridor to I-540,
providing for safer and more convenient routes for non-thoroughfare traffic to venues
like Arvest Ballpark, proposed Northwest Arkansas Community College venue and
future retail development;
See Map B on next page.
6
Map B (Don Tyson Parkway to Johnson Mill Blvd.)
7
Middle Section: Don Tyson Parkway to Har-Ber Ave. (City of Springdale funded)
Under construction is the Middle Section (Map C on next page) of the 56th Street Corridor –
a 2.2 mile, $18.3 million project 100 percent funded by the city of Springdale. Work will
widen and extend South 56th Street from Don Tyson Parkway north to Har-Ber Avenue. The
project includes widening 1.7 miles of existing roadway to a four-lane boulevard and
constructing 0.5 miles of new road north of Bleaux Avenue.
Improvements to this section provide:
• New or enhanced corridor connections to two I-540 interchanges (Tyson Parkway
and Exit 72);
• Four-lane boulevard route serving the area around Arvest Ballpark and the future
Washington County venue for the Northwest Arkansas Community College;
• Non-interstate access from central and east Springdale to the U.S. 412 West
retail/commercial district
The city of Springdale will incur all of the estimated $18.3 million construction costs for
each leg of the Middle Section:
Estimated Construction Costs: Don Tyson Parkway to Har-Ber Avenue:
56th Street from Don Tyson Parkway to Arvest Ballpark
56th Street from Watkins Avenue to U.S. Highway 412
56th Street from U.S. Highway 412 to Bleaux Avenue
56th Street from Bleaux Avenue to Har-Ber Avenue
Total
$3,781,000
$7,339,000
$2,365,000
$4,813,000
$18,298,000
See Map C on next page.
8
Map C (Don Tyson Parkway to Har-Ber Avenue)
9
Northern Section: Har-Ber Avenue to Bob Mills Road (Currently Unfunded)
The northernmost section of the 56th Street Corridor Project – from Har-Ber Avenue to Bob
Mills Road (Map D) – is a $7.7 million project that cannot begin construction due to higher
than expected construction costs on the remainder of the Corridor. The extension will
connect Har-Ber Avenue (a major commuter route for Springdale’s Har-Ber High School,
Hellstern Middle School and Young Elementary School) with North 56th Street at Bob Mills
Road – a connection that magnifies the Corridor’s impact through access to two more I-540
interchanges (Exits 73 and 76).
Numerous benefits will be realized if funding for the extension of 56th Street north of HarBer Avenue can be obtained:
•
•
•
•
•
Corridor Completion: The northern section of 56th Street will complete the
Corridor’s four-plus miles from Johnson to north Springdale.
Retail Access: The new 56th Street Corridor will provide for four-lane access to
vehicles attempting to drive to Springdale’s new retail center at Exit 73 (Elm Springs
Road) without entering Interstate 540. A new Walmart Supercenter will open in late
2014 at this location.
Venue Access: The new 56th Street Corridor will give vehicles exiting I-540 at Exit
73 (Elm Springs Road) safe and convenient non-interstate access to southern
destinations like Har-Ber High School, Arvest Ballpark, and the future location of a
Northwest Arkansas Community College Washington County campus.
Street Connectivity: The new 56th Street Corridor will create a seamless reconnection with North 56th Street, providing residents a more convenient access to a
planned northwest city park, Lake Elmdale and Willis Shaw Elementary School.
Interstate Egress: The northern section of the 56th Street Corridor, located just west
of a recent $3.1 million municipal road widening project and a planned $4.3 million
widening of the Elm Springs Road I-540 overpass, provides connectivity to two
additional I-540 interchanges (Exit 73 and Exit 76) and opportunity for local traffic to
exit the busy highway.
Estimated Construction Costs: Har-Ber Avenue to Bob Mills Road:
56th Street from Har-Ber Avenue to Elm Springs Road & ESR improvements
56th Street from Elm Springs Road to Bob Mills Road
Total
$5,305,000
$2,368,000
$7,673,000
See Map D on next page.
10
Map D (Har-Ber Avenue to Bob Mills Road)
11
SUMMARY OF PROBABLY CONSTRUCTION COSTS
MULTIPLE SEGMENTS OF PROPOSED IMPROVEMENTS TO 56TH STREET
PRIOMARY STREET SECTION IS BOULEVARD WITH 4 LANES AND MEDIAN
SPRINGDALE, ARKANSAS – JANUARY 7, 2014
FROM JOHNSON MILL BOULEVARD TO DON TYSON PARKWAY
FROM DON TYSON PARKWAY TO HAR-BER AVENUE
56th Street from Don Tyson Parkway to Arvest Ballpark
56th Street from Watkins Avenue to Hwy. 412
56th Street from Hwy. 412 to Bleaux Avenue
56th Street from Bleaux Avenue to Har-Ber Avenue
FROM HAR-BER AVENUE TO BOB MILLS ROAD
56th Street from Har-Ber Ave. to Elm Springs Rd. & ESR Improvements
56th Street from Elm Springs Road to Bob Mills Road
TOTAL COST OF ALL IMPROVEMENTS
$9,973,000
$18,298,000
$3,781,000
$7,339,000
$2,365,000
$4,813,000
$7,673,000
$5,305,000
$2,368,000
$35,944,000
ENGINEERING SERVICES, INC.
TELEPHONE (479) 751-8733
FAX NO. (479) 751-8746
www.Engineeringservices.com
12
Funding Request
The city of Springdale requests the Governor release funds in the amount of $7.7 million to allow for
the construction of the Northern Section of the 56th Street Corridor. This funding, 21 percent of the
overall $35.9 million Corridor construction budget will provide for the completion of the 56th Street
Corridor improvement project.
Request Rationale
Simply, without assistance from the state of Arkansas, the city of Springdale will be unable to
complete the Northern Section of this important project at this time.
The city’s inability to fully complete this project is not for a lack of trying, as evidenced by millions
of past and current local infrastructure investment. Despite the loss of an estimated $19.02 million in
sales tax revenue since 2008 due to the state of Arkansas’ adoption of the Streamlined Sales and Use
Tax Agreement, Springdale taxpayers have exhibited a consistent and deliberate willingness to selffund more than $140 million worth of street and road construction for the purpose of advancing
transportation and economic development. This is a clear example of how Springdale understands the
partnership required between local and state government to address infrastructure needs and advance
the quality of life for all Arkansans.
As noted, the $7.7 million is only 21 percent of a larger $35.9 million project. This 56th Street
Corridor project will improve and extend a major collector street that will provide safe new access to
a growing retail center and further development planned there, provide enhanced vehicle connectivity
to five Interstate interchanges while reducing Interstate highway congestion by providing new
avenues of access to important regional destinations.
The granting of this request will provide the necessary funding to allow the city of Springdale to
complete this vital western corridor now rather than postpone construction of the Northern Section
until a future date.
13
ENGINEER'S STATEMENT OF PROBABLE CONSTRUCTION COSTS
56th STREET FROM DTP ROUNDABOUT TO JOHNSON MILL BLVD
BOULEVARD - 4 LANES & MEDIAN
SPRINGDALE, ARKANSAS - JANUARY 7, 2013
STREET AND STORM DRAINAGE IMPROVEMENTS :
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
Quantity
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
900 L.F.
90,000 C.Y.
23,000 C.Y.
35,000 C.Y.
25,000 C.Y.
42,000 S.Y.
29,000 S.Y.
29,000 S.Y.
29,000 S.Y.
24,500 L.F.
1,000 L.F.
1,400 L.F.
550 L.F.
1,300 L.F.
2,200 L.F.
800 L.F.
400 L.F.
200 L.F.
450 L.F.
275 L.F.
35 Each
10 Each
10 Each
2 Each
25 Each
4,400 S.Y.
8,800 S.Y.
200 S.Y.
1 Each
3,000 L.F.
1 LS
1 LS
Description
Site Preparation
Roadway Construction Control
Trench and Excavation Safety System
Clearing and Grubbing
Topsoil Placement (12")
Mobilization
Fence Relocations
Utility Relocations
Seeding
Median Landscaping
Pavement Symbols (Thermoplastic)
4" Striping (Thermoplastic)
Erosion Control
Traffic Control
Project Signs
Removal of Existing Structures
6-6" Utility Ducts
Undercut and Backfill
Embankment
Unclassified Excavation
Subgrade Preparation
Class 7 Base Course 7" Thick
Binder Course 4" Thick
Surface Course 2" Thick
Prime Coat
Concrete Curb and Gutter
18" RCP
24" RCP
30" RCP
36" RCP
42" RCP
Double Run 36" RCP
Double Run 42" RCP
Triple Run 42" RCP
3' x 5' Precast Box Culvert
4' x 10' Precast Box Culvert
Drop Inlet
Junction Box
Headwall
Large Headwall
Street Lights
5' Sidewalk
10' Trail
Handicap Ramps
Traffic Signals
Bioswales in Median
Misc. (Scourstop, TRM, Mailboxes, Driveways, Etc.)
One Year Maintenance Bond
Engineering and Contingency (25%)
TOTAL STREET AND DRAINAGE IMPROVEMENTS
Unit Price
$110,000.00
50,000.00
7,500.00
50,000.00
50,000.00
40,000.00
125,000.00
125,000.00
65,000.00
275,000.00
15,000.00
15,000.00
65,000.00
36,000.00
8,000.00
70,000.00
40.00
17.00
12.00
6.00
1.50
10.50
20.00
12.50
0.40
11.00
55.00
65.00
80.00
95.00
125.00
180.00
200.00
300.00
400.00
500.00
7,500.00
7,000.00
12,000.00
25,000.00
5,000.00
28.00
48.00
50.00
175,000.00
100.00
250,000.00
20,000.00
Total Amount
$110,000.00
$50,000.00
$7,500.00
$50,000.00
$50,000.00
$40,000.00
$125,000.00
$125,000.00
$65,000.00
$275,000.00
$15,000.00
$15,000.00
$65,000.00
$36,000.00
$8,000.00
$70,000.00
$36,000.00
$1,530,000.00
$276,000.00
$210,000.00
$37,500.00
$441,000.00
$580,000.00
$362,500.00
$11,600.00
$269,500.00
$55,000.00
$91,000.00
$44,000.00
$123,500.00
$275,000.00
$144,000.00
$80,000.00
$60,000.00
$180,000.00
$137,500.00
$262,500.00
$70,000.00
$120,000.00
$50,000.00
$125,000.00
$123,200.00
$422,400.00
$10,000.00
$175,000.00
$300,000.00
$250,000.00
$20,000.00
$1,994,675.00
$9,973,375.00
*CONTINGENT UPON CITY APPROVALS.
*ROCK EXCAVATION, EASEMENT ACQUISITION, AND RIGHT OF WAY ACQUISITION ARE NOT INCLUDED.
*TOTAL SIZE AND AMOUNT OF DRAINAGE NOT KNOWN UNTIL DRAINAGE STUDY IS COMPLETED.
*SOILS INVESTIGATION NEEDS TO BE COMPLETED TO DETERMINE AMOUNT OF HILLSIDE WILL BE NEEDED.
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
ENGINEERS STATEMENT OF PROBABLE CONSTRUCTION COSTS
56TH STREET (Don Tyson Pkwy to Arvest Ball Park)
SPRINGDALE, AR ‐ 11/1/13
CP‐12BPS4
Street and Storm Drainage Improvements:
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
Spec. Sect.
111
112
201
202
202
202
202
203
204 & SP18
301
301
301
301
301
301
301
301
301
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302 & SP20
302 & SP21
303
401
403 & SP17
403 & SP17
501 & SP33
502
502
503
503
503
503
506
507
507
507
507
508
509
510
511
512 & SP15
Approx. Quantity
1
1
1
42000
15000
5000
2500
26300
6000
432
278
165
344
583
417
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
915
16450
12750
12750
8580
1050
1825
475
1
0
7
8
30
300
60
4400
42
1
1
1
2320
Unit
LS
LS
LS
CY
CY
CY
CY
SY
SY
LF
LF
LF
LF
LF
LF
EA
EA
EA
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LF
SY
SY
SY
LF
SY
SY
SY
EA
EA
EA
EA
EA
LF
LF
LF
EA
LS
LS
LS
LF
Item Description
Excavation
Embankment
Topsoil Placement
18" RCP
24" RCP
30" RCP
36" RCP
42" RCP
30" ARCH RCP
24" RCP Flared End Section 30" RCP Flared End Section 36" RCP Flared End Section Junction Box No. 51
Junction Box No. 52
Junction Box No. 53
Drop Inlet No. 54
Junction Box No. 55
Junction Box No. 56
Drop Inlet No. 57
Junction Box No. 58
Drop Inlet No. 59
Junction Box No. 59a
Drop Inlet No. 60
Junction Box No. 63
Drop Inlet No. 65
Drop Inlet No. 66
Drop Inlet No. 67
Drop Inlet No. 68
Junction Box No. 69
Drop Inlet No. 71
Drop Inlet No. 72
Tie Into Ex Drop Inlet (Lines 30 and 31)
Tie Into Ex Headwall (South of Ball Park)
3'X8' RCBC
Asphaltic Concrete Surface Course (2" Thick)
Asphaltic Concrete Binder Course (4" Thick)
Concrete Combination Curb and Gutter
5' Concrete Sidewalk
10' Concrete Trail
Concrete Driveway
Asphalt Driveway Removal
Concrete Driveway Removal
Gravel Driveway Removal
Mailboxes
Crosswalks (Thermoplastic)
Yield Bars (Thermoplastic)
Street Sign Installation and Relocation
Erosion Control
Traffic Control
Mobilization
New Barb Wire Fence Installation
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
Unit Price
$15,000.00
$5,000.00
$7,500.00
$8.00
$17.00
$12.00
$6.00
$1.50
$2.00
$55.00
$65.00
$80.00
$95.00
$125.00
$95.00
$5,500.00
$6,500.00
$7,000.00
$4,000.00
$4,000.00
$4,000.00
$4,500.00
$8,000.00
$6,500.00
$8,000.00
$8,000.00
$8,500.00
$8,000.00
$5,000.00
$4,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$4,000.00
$5,000.00
$5,000.00
$4,000.00
$12,000.00
$500.00
$10.50
$12.50
$20.00
$11.00
$28.00
$48.00
$42.00
$600.00
$600.00
$250.00
$250.00
$300.00
$10.00
$10.00
$0.50
$300.00
$1,000.00
$10,000.00
$20,000.00
$15.00
Total Amount
$15,000.00
$5,000.00
$7,500.00
$336,000.00
$255,000.00
$60,000.00
$15,000.00
$39,450.00
$12,000.00
$23,760.00
$18,070.00
$13,200.00
$32,680.00
$72,875.00
$39,615.00
$11,000.00
$6,500.00
$7,000.00
$4,000.00
$4,000.00
$4,000.00
$4,500.00
$8,000.00
$6,500.00
$8,000.00
$8,000.00
$8,500.00
$8,000.00
$5,000.00
$4,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$4,000.00
$5,000.00
$5,000.00
$8,000.00
$12,000.00
$457,500.00
$172,725.00
$159,375.00
$255,000.00
$94,380.00
$29,400.00
$87,600.00
$19,950.00
$600.00
$0.00
$1,750.00
$2,000.00
$9,000.00
$3,000.00
$600.00
$2,200.00
$12,600.00
$1,000.00
$10,000.00
$20,000.00
$34,800.00
Item No.
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
Spec. Sect.
513
514
SP1
SP2
SP3
505 & SP4
SP5
SP6
SP7
SP8
SP9
SP10
SP16
SP12
SP13
SP14
Approx. Quantity
8
1
505
1
1
1
1
640
6
1
1
1
1
1
50
15
Unit
EA
EA
LF
LS
LS
LS
LS
LF
EA
LS
LS
LS
LS
LS
SY
EA
Item Description
Handicap Ramps
Project Sign
6‐6" Utility Ducts
Mountable Curb Islands
Mountable Truck Apron including Mountable Curb
Right‐of‐Way Landscaping
Median Landscaping
Bio‐Swales
Curb Cut including River Rock and Native Stone Outcropping
Roundabout Interior Landscaping
Landscape Warranty Agreement
Landscape Maintenance Agreement
Tree Protection Fencing
In Road Warning Light System
Scourstop Matting
Streetlights
Unit Price
$1,500.00
$2,500.00
$40.00
$8,000.00
$20,000.00
$20,000.00
$57,000.00
$65.00
$1,100.00
$32,500.00
$1,500.00
$7,500.00
$1,250.00
$95,000.00
$175.00
$1,750.00
SUB‐TOTAL Street and Storm Drainge Improvements
Total Amount
$12,000.00
$2,500.00
$20,200.00
$8,000.00
$20,000.00
$20,000.00
$57,000.00
$41,600.00
$6,600.00
$32,500.00
$1,500.00
$7,500.00
$1,250.00
$95,000.00
$8,750.00
$26,250.00
$2,830,280.00
Water Main Relocation Improvements:
Item No.
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
SWU Spec. Sect.
T14
T15
T15
T15
T16
T16
T16
T16
T16
T17
T17
T17
T17
T18
T26
SP30
Approx. Quantity
550
30
2300
4000
1
2
5
2
1
2
5
100
600
5
2
1
Unit
LF
LF
LF
LBS
EA
EA
EA
EA
EA
EA
EA
LF
LF
EA
EA
EA
Item Description
4" PVC Encasement
8" Ductile Iron Water Main
Ductile Iron Fittings
6" Tapping Sleeve and Valve
12"x2" Service Saddle
Connect to Existing 12" Valve
Double Service Water Meters
Single Service Water Meters
1" Service Line
2" Service Line
Three‐Way Fire Hydrant Assembly w/ 6" Gate Valve
12" Butterfly Valve
Septic System Replacement (If Needed)
SUB‐TOTAL Water Main Relocation Improvements
Unit Price
$12.00
$35.00
$47.00
$7.50
$2,500.00
$5,800.00
$750.00
$700.00
$2,500.00
$900.00
$750.00
$8.00
$11.00
$3,800.00
$2,300.00
$25,000.00
Total Amount
$6,600.00
$1,050.00
$108,100.00
$30,000.00
$2,500.00
$11,600.00
$3,750.00
$1,400.00
$2,500.00
$1,800.00
$3,750.00
$800.00
$6,600.00
$19,000.00
$4,600.00
$25,000.00
$229,050.00
SUB‐TOTAL Engineers Estimate of Probable Construction Costs
$3,059,330.00
Engineering (12%)
$367,119.60
Utility Relocations
$125,000.00
Contingency (7.5%)
$229,449.75
TOTAL Engineers Estimate of Probable Construction Costs
$3,780,899.35
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
56TH STREET (Watkins Ave. to Hwy 412)
CP‐12BPS5
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
Spec. Sect.
111
112
201
202
202
202
202
203
204 & SP18
301
301
301
301
301
301
301
301
301
301
301
302
302
302
302
302
302
302
302
302
302
302
302
302
302
303
303
305
401
403 & SP17
403 & SP17
501 & SP33
502
502
503
503
503
503
504
504
504
504
506
507
507
507
507
508
509
510
511
Approx. Quantity
1
1
1
50000
58000
7500
5000
41720
45000
1035
608
207
65
62
155
6
1
4
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
150
150
270
41720
35440
35440
19251
3600
7325
900
4
6
10
1
1
1
1
6
115
1030
110
18700
85
1
1
1
Unit
LS
LS
LS
CY
CY
CY
CY
SY
SY
LF
LF
LF
LF
LF
LF
EA
EA
EA
EA
EA
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LF
LF
LF
SY
SY
SY
LF
SY
SY
SY
EA
EA
EA
LS
LS
LS
LS
EA
EA
LF
LF
LF
EA
LS
LS
LS
Item Description
Excavation
Embankment
Topsoil Placement
18" RCP
24" RCP
30" RCP
2‐36" RCP
30" ARCH RCP
36" ARCH RCP
18" Flared End Section RCP
36" Arch Flared End Section
Junction Box No. 21
Drop Inlet No. 22
Drop Inlet No. 23
Drop Inlet No. 24
Drop Inlet No. 27
Drop Inlet No. 28
Area Inlet No. 35
Grated Inlet No. 36
Grated Inlet No. 37
Drop Inlet No. 39
Grated Inlet No. 40
Drop Inlet No. 49
Drop Inlet No. 50
Junction Box No. 50A
3'X8' RCBC
3‐3'X5' RCBC
Swale Line 8
10' Concrete Trail
Concrete Driveway
Headwall #31
Headwall #32
Headwall #43
Headwall #44
Mailboxes
Yield Bars (Thermoplastic)
Erosion Control
Traffic Control
Mobilization
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
Unit Price
$25,000.00
$10,000.00
$20,000.00
$8.00
$17.00
$12.00
$6.00
$1.50
$2.00
$55.00
$65.00
$80.00
$180.00
$95.00
$125.00
$5,500.00
$5,500.00
$5,500.00
$7,000.00
$7,200.00
$4,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$8,000.00
$8,000.00
$5,000.00
$8,000.00
$5,000.00
$5,000.00
$5,500.00
$500.00
$1,250.00
$10.00
$10.50
$12.50
$20.00
$11.00
$28.00
$48.00
$42.00
$600.00
$600.00
$250.00
$6,000.00
$6,000.00
$10,000.00
$10,000.00
$250.00
$300.00
$10.00
$10.00
$0.50
$300.00
$25,000.00
$25,000.00
$20,000.00
Total Amount
$25,000.00
$10,000.00
$20,000.00
$400,000.00
$986,000.00
$90,000.00
$30,000.00
$62,580.00
$90,000.00
$56,925.00
$39,520.00
$16,560.00
$11,700.00
$5,890.00
$19,375.00
$33,000.00
$5,500.00
$22,000.00
$14,000.00
$7,200.00
$4,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$8,000.00
$8,000.00
$5,000.00
$8,000.00
$5,000.00
$5,000.00
$5,500.00
$75,000.00
$187,500.00
$2,700.00
$438,060.00
$443,000.00
$708,800.00
$211,761.00
$100,800.00
$351,600.00
$37,800.00
$2,400.00
$3,600.00
$2,500.00
$6,000.00
$6,000.00
$10,000.00
$10,000.00
$1,500.00
$34,500.00
$10,300.00
$1,100.00
$9,350.00
$25,500.00
$25,000.00
$25,000.00
$20,000.00
Item No.
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
Spec. Sect.
512 & SP15
512 & SP15
513
514
SP1
SP2
SP3
505 & SP4
SP5
SP6
SP7
SP8
SP9
SP10
SP16
SP12
SP13
SP22
SP14
Approx. Quantity
1680
6140
47
1
950
1
1
1
1
2750
28
1
1
1
1
1
300
2
38
Unit
LF
LF
EA
EA
LF
LS
LS
LS
LS
LF
EA
LS
LS
LS
LS
LS
SY
EA
EA
Item Description
New 3‐Rail Wood Fence Installation
New Barb Wire Fence Installation
Handicap Ramps
Project Sign
Median Landscaping
Bio‐Swales
Curb Cut including River Rock and Native Stone Outcropping
Roundabout Interior Landscaping
Scourstop Matting
Energy Dissipater Pad
Streetlights
Unit Price
$15.00
$20.00
$1,500.00
$2,500.00
$40.00
$10,500.00
$20,000.00
$75,000.00
$125,000.00
$65.00
$1,100.00
$25,000.00
$1,500.00
$10,000.00
$2,000.00
$90,000.00
$175.00
$1,500.00
$1,750.00
Total Amount
$25,200.00
$122,800.00
$70,500.00
$2,500.00
$38,000.00
$10,500.00
$20,000.00
$75,000.00
$125,000.00
$178,750.00
$30,800.00
$25,000.00
$1,500.00
$10,000.00
$2,000.00
$90,000.00
$52,500.00
$3,000.00
$66,500.00
$5,723,071.00
Item No.
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
SWU Spec. Sect.
T9
T10
T14
T15
T15
T15
T16
T16
T16
T16
T16
T16
T17
T17
T17
T18
T26
Approx. Quantity
50
75
70
70
2885
7500
1
1
1
1
4
1
5
150
80
5
6
Unit
LF
LF
LF
LF
LF
LBS
EA
EA
EA
EA
EA
EA
EA
LF
LF
EA
EA
Item Description
Concrete Encasement
Paved Driveway Crossing
4" PVC Encasement
24"X6" Tapping Sleeve and Valve
Connect to existing 12" Valve
1" Service Line
2" Service Line
12" Butterfly Valve
SUB‐TOTAL Water Main Relocation Improvements
Unit Price
$105.00
$40.00
$12.00
$35.00
$47.00
$7.50
$2,500.00
$5,800.00
$11,500.00
$750.00
$700.00
$2,500.00
$750.00
$8.00
$11.00
$3,800.00
$2,300.00
Total Amount
$5,250.00
$3,000.00
$840.00
$2,450.00
$135,595.00
$56,250.00
$2,500.00
$5,800.00
$11,500.00
$750.00
$2,800.00
$2,500.00
$3,750.00
$1,200.00
$880.00
$19,000.00
$13,800.00
$267,865.00
$5,990,936.00
Engineering (11.25%)
$673,980.30
Utility Relocations
$225,000.00
Contingency (7.5%)
$449,320.20
$7,339,236.50
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
56TH STREET (Hwy 412 to Bleaux Ave.)
CP‐12BPS5a
Item No.
1
2
3
4
5
6
7
8
9
10
10
11
12
14
14
15
16
17
19
20
20
19
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
41
42
43
44
45
46
47
48
49
50
51
52
53
73
74
54
56
55
55
55
79
Spec. Sect.
111
112
201
202
202
202
202
203
204 & SP18
301
301
301
301
302 & SP23
302
302
302
302
302
302
302
302
302 & SP24
302 & SP24
302 & SP25
401
401
401
403 & SP17
403 & SP17
403 & SP17
501 & SP33
502
502
503
503
503
504
504
507
507
507
508
509
510
511
512
513
514
SP1
SP29
505 & SP4
SP9
SP10
SP11
SP34
SP19
SP27
SP28
SP14
Approx. Quantity
1
1
1
10000
12000
3000
1000
9770
2050
248
248
181
5
1
1
1
1
1
1
1
1
1
1
1
1
2925
5950
3820
4760
2340
7100
3650
300
1625
21
1
2
1
1
36
150
18010
8
1
1
1
0
9
1
0
3100
1
1
1
1
1
1
1220
1
3
Unit
LS
LS
LS
CY
CY
CY
CY
SY
SY
LF
LF
LF
LF
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
SY
SY
SY
SY
SY
SY
LF
SY
SY
SY
EA
EA
LS
LS
EA
LF
LF
EA
LS
LS
LS
LF
EA
EA
LF
SY
LS
LS
LS
LS
LS
LS
SY
LS
EA
Item Description
Excavation
Embankment
Topsoil Placement
18" RCP
24" RCP
42" RCP
36" ARCH RCP
Ex.Drop Inlet (Sta 2+39.56, Hwy 412) Modification
Drop Inlet (Sta 2+39.56, Hwy 412)
Drop Inlet (Sta 9+27.97 (L), Hwy 412)
Drop Inlet No. 73
Junction Box 74
Junction Box 75
Drop Inlet No. 76
Tie Into Ex. 18" RCP (Line 5)
Tie Into Ex 36" Arch (Sta 2+39.55, Hwy 412)
Tie Into Ex. RCBC (Sta 11+52.80, Hwy 412)
10' Concrete Trail
Concrete Driveway
Headwall (Sta 2+39.55, Hwy 412)
Concrete Retaining Wall with Handrail (Sta. 7+71.55, 56th St.)
Erosion Control
Traffic Control
Mobilization
New Fence Installation
Handicap Ramps
Project Sign
Concrete Paving (Area around Pilot)
Traffic Signal @ Hwy 412 and 56th
Saw Cut and Remove Ex. Paving
Proposed Block Retaining Wall with Har‐Ber Meadows Sign Pre‐Fabricated Concrete Erosion Control Blocks
Remove Ex. Drop Inlet and Fill Ex Hole in RCBC (Sta 7+85, 56th St.
Streetlights
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
Unit Price
$20,000.00
$10,000.00
$7,500.00
$8.00
$17.00
$12.00
$6.00
$1.50
$2.00
$55.00
$55.00
$125.00
$125.00
$3,000.00
$4,200.00
$4,200.00
$4,200.00
$4,200.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$3,500.00
$40,000.00
$4,500.00
$15.00
$10.50
$7.00
$12.50
$15.00
$20.00
$11.00
$28.00
$48.00
$42.00
$1,200.00
$2,100.00
$4,500.00
$205,000.00
$300.00
$10.00
$0.50
$300.00
$5,000.00
$50,000.00
$15,000.00
$15.00
$1,500.00
$2,500.00
$40.00
$70.00
$21,000.00
$1,000.00
$5,000.00
$325,000.00
$30,000.00
$7,500.00
$175.00
$3,500.00
$1,750.00
Total Amount
$20,000.00
$10,000.00
$7,500.00
$80,000.00
$204,000.00
$36,000.00
$6,000.00
$14,655.00
$4,100.00
$13,640.00
$13,640.00
$22,625.00
$625.00
$3,000.00
$4,200.00
$4,200.00
$4,200.00
$4,200.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$3,500.00
$40,000.00
$4,500.00
$43,875.00
$62,475.00
$26,740.00
$59,500.00
$35,100.00
$142,000.00
$40,150.00
$8,400.00
$78,000.00
$882.00
$1,200.00
$4,200.00
$4,500.00
$205,000.00
$10,800.00
$1,500.00
$9,005.00
$2,400.00
$5,000.00
$50,000.00
$15,000.00
$0.00
$13,500.00
$2,500.00
$0.00
$217,000.00
$21,000.00
$1,000.00
$5,000.00
$325,000.00
$30,000.00
$7,500.00
$213,500.00
$3,500.00
$5,250.00
Item No.
Spec. Sect.
Approx. Quantity
Unit
Item Description
Unit Price
Total Amount
$1,937,312.00
$1,937,312.00
Engineering (12%)
$232,477.44
Utility Relocations
$50,000.00
Contingency (7.5%)
$145,298.40
$2,365,087.84
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
56TH STREET (Bleaux Ave. to Har‐Ber Ave.)
CP‐12BPS6
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
Spec. Sect.
111
112
201
202
202
202
202
203
204 & SP10
301
301
301
301
302
302
302
302
302
302
302
302
302
302
302
302
302
302
401
403 & SP9
403 & SP9
501 & SP14
502
502
503
503
503
504
504
507
507
507
508
509
510
511
512 & SP8
513
514
515
SP1
505 & SP2
SP3
SP4
SP5
SP6
SP11
SP7
Approx. Quantity
1
1
1
20000
15000
15000
5000
12000
3500
812
311
386
50
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11900
10100
10100
3910
1090
2170
0
0
0
1
1
6
0
4000
8
1
1
1
1795
0
1
885
160
1
1
1
1
50
1800
14
Unit
LS
LS
LS
CY
CY
CY
CY
SY
SY
LF
LF
LF
LF
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
SY
SY
SY
LF
SY
SY
SY
EA
EA
LS
LS
EA
LF
LF
EA
LS
LS
LS
LF
EA
EA
LF
LF
LS
LS
LS
LS
SY
SY
EA
Item Description
Excavation
Embankment
Topsoil Placement
18" RCP
24" RCP
30" RCP
36" RCP
Drop Inlet No. 1
Drop Inlet No. 2
Drop Inlet No. 3
Drop Inlet No. 4
Drop Inlet No. 5
Junction Box No. 6
Drop Inlet No. 8
Drop Inlet No. 9
Drop Inlet No. 10
Drop Inlet No. 11
Drop Inlet No. 12
Drop Inlet No. 13
Junction Box No. 14
Drop Inlet No. 16
10' Concrete Trail
Concrete Driveway
30" RCP Flared End Section
36" RCP Flared End Section
Erosion Control
Traffic Control
Mobilization
New Barbed Wire Fence Installation
Handicap Ramps
Project Sign
Pedestrian Handrail
Proposed Brush Creek Bridge
Scourstop Matting
Pre‐Fabricated Concrete Erosion Control Blocks
Streetlights
Unit Price
$5,000.00
$7,500.00
$60,000.00
$8.00
$17.00
$12.00
$6.00
$1.50
$2.00
$55.00
$65.00
$80.00
$95.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,200.00
$5,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,200.00
$5,000.00
$4,000.00
$10.50
$12.50
$20.00
$11.00
$28.00
$48.00
$42.00
$1,200.00
$2,100.00
$4,500.00
$5,000.00
$300.00
$10.00
$0.50
$300.00
$7,500.00
$2,500.00
$20,000.00
$15.00
$1,500.00
$2,500.00
$25.00
$40.00
$21,000.00
$1,000.00
$4,000.00
$1,800,000.00
$175.00
$175.00
$1,750.00
Total Amount
$5,000.00
$7,500.00
$60,000.00
$160,000.00
$255,000.00
$180,000.00
$30,000.00
$18,000.00
$7,000.00
$44,660.00
$20,215.00
$30,880.00
$4,750.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,200.00
$5,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,200.00
$5,000.00
$4,000.00
$124,950.00
$126,250.00
$202,000.00
$43,010.00
$30,520.00
$104,160.00
$0.00
$0.00
$0.00
$4,500.00
$5,000.00
$1,800.00
$0.00
$2,000.00
$2,400.00
$7,500.00
$2,500.00
$20,000.00
$26,925.00
$0.00
$2,500.00
$22,125.00
$6,400.00
$21,000.00
$1,000.00
$4,000.00
$1,800,000.00
$8,750.00
$315,000.00
$24,500.00
$3,790,195.00
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
Sanitary Sewer Relocation Improvements:
Item No.
58
59
60
61
62
63
SWU Spec. Sect.
T8
T19
T19
T19
T23
T25
Approx. Quantity
180
4
1
4
4
510
Unit
LF
EA
EA
EA
EA
LF
Item Description
24" Diameter Split Steel Encasement
Sanitary Sewer Manhole (0‐8' Deep)
Connect to existing 8" Sewer Main
Connect Existing Sewer Services
Sanitary Sewer Wye
8" PVC Sewer Main
SUB‐TOTAL Sanitary Sewer Relocation Improvements
Unit Price
$375.00
$2,500.00
$1,000.00
$750.00
$500.00
$55.00
Total Amount
$67,500.00
$10,000.00
$1,000.00
$3,000.00
$2,000.00
$28,050.00
$111,550.00
$3,901,745.00
Engineering (12%)
$468,209.40
Utility Relocations
$150,000.00
Contingency (7.5%)
$292,630.88
$4,812,585.28
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
56TH STREET (Har‐Ber Ave. to Elm Springs Road) &
ELM SPRINGS ROAD (Oak Grove Rd. to 56th St.)
CP‐12BPS7&8
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
Spec. Sect.
111
112
201
202
202
202
202
203
204 & SP12
301
301
301
301
301
301
301
301
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
302
Approx. Quantity
1
1
1
12000
20000
16000
5000
32100
5000
2250
1225
600
1235
52
15
240
30
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Unit
LS
LS
LS
CY
CY
CY
CY
SY
SY
LF
LF
LF
LF
LF
LF
LF
LF
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
Item Description
Excavation
Embankment
Topsoil Placement
18" RCP
24" RCP
30" RCP
36" RCP
2‐30" RCP
2‐36" RCP
36" ARCH RCP
42" ARCH RCP
Area Inlet No. 17
Drop Inlet No. 18
Drop Inlet No. 19
Junction Box No. 20
Drop Inlet No. 21
Drop Inlet No. 22
Drop Inlet No. 23
Drop Inlet No. 24
Drop Inlet No. 25
Drop Inlet No. 26
Drop Inlet No. 27
Junction Box No. 28
Drop Inlet No. 29
Drop Inlet No. 30
Area Inlet No. 31
Drop Inlet No. 32
Drop Inlet No. 33
Drop Inlet No. 35
Drop Inlet No. 36
Drop Inlet No. 37
Junction Box No. 38
Drop Inlet No. 41
Drop Inlet No. 42
Drop Inlet No. 43
Drop Inlet No. 44
Drop Inlet No. 45
Drop Inlet No. 46
Drop Inlet No. 47
Drop Inlet No. 48
Junction Box No. 49
Drop Inlet No. 50
Drop Inlet No. 52
Drop Inlet No. 53
Drop Inlet No. 54
Junction Box No. 55
Drop Inlet No. 56
Drop Inlet No. 57
Drop Inlet No. 58
Drop Inlet No. 59
Area Inlet No. 60
Drop Inlet No. 61
Drop Inlet No. 62
Drop Inlet No. 63
Junction Box No. 64
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
Unit Price
$35,000.00
$7,500.00
$45,000.00
$8.00
$17.00
$12.00
$6.00
$1.50
$2.00
$55.00
$65.00
$80.00
$95.00
$150.00
$180.00
$125.00
$150.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$5,000.00
$5,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,200.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$5,000.00
$4,000.00
$4,000.00
$5,000.00
$5,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
Total Amount
$35,000.00
$7,500.00
$45,000.00
$96,000.00
$340,000.00
$192,000.00
$30,000.00
$48,150.00
$10,000.00
$123,750.00
$79,625.00
$48,000.00
$117,325.00
$7,800.00
$2,700.00
$30,000.00
$4,500.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$5,000.00
$5,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,200.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$5,000.00
$4,000.00
$4,000.00
$5,000.00
$5,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
Item No.
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
Spec. Sect.
302
302
303
401
403 & SP11
403 & SP11
501 & SP13
502
502
502
503
503
503
503
504
504
504
504
504
504
504
507
507
507
508
509
510
511
512 & SP10
512 & SP10
513
514
515
SP1
SP2
SP3
505 & SP4
505 & SP5
SP6
SP7
SP14
SP15
SP20
SP16
SP8
SP9
Approx. Quantity
1
1
90
32100
26975
26975
12575
2290
1325
3330
1400
4
4
9
1
1
1
1
1
2
1
48
440
18500
80
1
1
1
1400
2700
230
1
170
450
1
2
1
2
1
1
1
2
4
1
200
30
Unit
LS
LS
LF
SY
SY
SY
LF
SY
SY
SY
SY
EA
EA
EA
LS
LS
LS
LS
LS
EA
LS
EA
LF
LF
EA
LS
LS
LS
LF
LF
SY
EA
LF
LF
LS
EA
LS
LS
LS
LS
LS
LS
LS
EA
SY
EA
Item Description
Junction Box No. 65
Junction Box No. 66
2‐3'X8' RCBC
8' Concrete Trail
10' Concrete Trail
Concrete Driveway
Headwall #34
Headwall #39
Headwall #40
Headwall #57
Connect to DI‐12 of 12BPS6
Tie to RCBC
42" Arch RCP Flared End Section
Erosion Control
Traffic Control
Mobilization
New Barbed Wire Fence Installation
New Privacy Fence Installation
Handicap Ramps
Project Sign
Pedestrian Handrail
Roundabout Landscaping
Demolition of Existing Houses
Energy Dissipater Pad
Scourstop Matting
Streetlights
Unit Price
$4,000.00
$4,000.00
$950.00
$10.50
$12.50
$20.00
$11.00
$28.00
$45.00
$48.00
$42.00
$1,200.00
$2,100.00
$1,000.00
$6,000.00
$6,000.00
$10,000.00
$10,000.00
$10,000.00
$2,000.00
$7,500.00
$300.00
$10.00
$0.50
$300.00
$30,000.00
$25,000.00
$40,000.00
$15.00
$22.50
$225.00
$2,500.00
$25.00
$40.00
$25,000.00
$20,000.00
$50,000.00
$30,000.00
$1,000.00
$4,000.00
$2,000.00
$95,000.00
$20,000.00
$1,500.00
$175.00
$1,750.00
Total Amount
$4,000.00
$4,000.00
$85,500.00
$337,050.00
$337,187.50
$539,500.00
$138,325.00
$64,120.00
$59,625.00
$159,840.00
$58,800.00
$4,800.00
$8,400.00
$9,000.00
$6,000.00
$6,000.00
$10,000.00
$10,000.00
$10,000.00
$4,000.00
$7,500.00
$14,400.00
$4,400.00
$9,250.00
$24,000.00
$30,000.00
$25,000.00
$40,000.00
$21,000.00
$60,750.00
$51,750.00
$2,500.00
$4,250.00
$18,000.00
$25,000.00
$40,000.00
$50,000.00
$60,000.00
$1,000.00
$4,000.00
$2,000.00
$190,000.00
$80,000.00
$1,500.00
$35,000.00
$52,500.00
$4,108,497.50
Item No.
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
SWU Spec. Sect.
T10
T15
T15
T15
T16
T16
T16
T16
T17
T17
T18
T23
T24
T26
T27
Approx. Quantity
250
345
1765
2500
3
2
10
1
10
390
2
200
750
3
1
Unit
LF
LF
LF
LBS
EA
EA
EA
EA
EA
LF
EA
LBS
LF
EA
EA
Item Description
Paved Driveway Crossing
Connect to Existing 8" Valve
1" Service Line
Ductile Iron Fittings for Force Main
8" Force Main
12" Butterfly Valve
8" Gate Valve
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
Unit Price
$40.00
$35.00
$47.00
$7.50
$2,500.00
$5,800.00
$700.00
$2,500.00
$750.00
$8.00
$3,800.00
$7.50
$35.00
$2,300.00
$1,800.00
Total Amount
$10,000.00
$12,075.00
$82,955.00
$18,750.00
$7,500.00
$11,600.00
$7,000.00
$2,500.00
$7,500.00
$3,120.00
$7,600.00
$1,500.00
$26,250.00
$6,900.00
$1,800.00
Item No.
123
124
Spec. Sect.
SP21
SP22
Approx. Quantity
Unit
2 EA
1 EA
Item Description
Hydra‐Stop Tapping System for Force Mains
Septic System Replacement (If Needed)
SUB‐TOTAL Sanitary Sewer Relocation Improvements
Unit Price
$7,500.00
$25,000.00
Total Amount
$15,000.00
$25,000.00
$247,050.00
$4,355,547.50
Engineering (12%)
$522,665.70
Utility Relocations
$100,000.00
Contingency (7.5%)
$326,666.06
$5,304,879.26
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746
ENGINEER'S STATEMENT OF PROBABLE CONSTRUCTION COSTS - PROJECT NO. 3
56th STREET FROM ELM SPRINGS RD. TO BOB MILLS RD. - 4 LANES & MEDIAN
SPRINGDALE, ARKANSAS - OCT. 31, 2012
STREET AND STORM DRAINAGE IMPROVEMENTS :
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
Quantity
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
300 L.F.
15,000 C.Y.
5,000 C.Y.
8,000 C.Y.
8,000 C.Y.
14,400 S.Y.
10,700 S.Y.
10,700 S.Y.
10,700 S.Y.
9,000 L.F.
550 L.F.
550 L.F.
650 L.F.
650 L.F.
100 L.F.
12 Each
1 Each
8 Each
1 Each
1 LS
7 Each
3,000 S.Y.
55 S.Y.
1 LS
1 LS
Description
Site Preparation
Topsoil Placement (12")
Mobilization
Fence Relocations
Utility Relocations
Seeding
Median Landscaping
Erosion Control
Traffic Control
Project Sign
Removal of Existing Structures
6-6" Utility Ducts
Embankment
Binder Course 4" Thick
Surface Course 3" Thick
Prime Coat
Concrete Curb and Gutter
18" RCP
30" RCP
36" RCP
42" RCP
Double Run 42" RCP
Drop Inlet
Junction Box
Flared End Section
Headwall
Drainage Swales
Street Lights
6' Sidewalks
Handicap Ramps
Misc. (Scourstop, TRM, Mailboxes, Driveways, Etc.)
One Year Maintenance Bond
Engineering and Contingency (25%)
TOTAL STREET AND DRAINAGE IMPROVEMENTS
Unit Price
$30,000.00
5,000.00
7,500.00
10,500.00
12,500.00
30,000.00
35,000.00
10,000.00
15,000.00
15,000.00
3,800.00
3,200.00
22,000.00
50,000.00
4,000.00
15,000.00
40.00
16.00
12.00
11.00
2.50
9.00
20.00
15.00
0.40
11.50
55.00
80.00
95.00
110.00
200.00
7,500.00
7,000.00
2,500.00
5,500.00
25,000.00
5,000.00
32.00
50.00
75,000.00
10,000.00
Total Amount
$30,000.00
$5,000.00
$7,500.00
$10,500.00
$12,500.00
$30,000.00
$35,000.00
$10,000.00
$15,000.00
$15,000.00
$3,800.00
$3,200.00
$22,000.00
$50,000.00
$4,000.00
$15,000.00
$12,000.00
$240,000.00
$60,000.00
$88,000.00
$20,000.00
$129,600.00
$214,000.00
$160,500.00
$4,280.00
$103,500.00
$30,250.00
$44,000.00
$61,750.00
$71,500.00
$20,000.00
$90,000.00
$7,000.00
$20,000.00
$5,500.00
$25,000.00
$35,000.00
$96,000.00
$2,750.00
$75,000.00
$10,000.00
$473,532.50
$2,367,662.50
*TOTAL SIZE AND AMOUNT OF DRAINAGE NOT KNOWN UNTIL DRAINAGE STUDY IS COMPLETED.
*SOILS INVESTIGATION NEEDS TO BE COMPLETED TO DETERMINE AMOUNT OF HILLSIDE WILL BE NEEDED.
TELEPHONE (479) 751‐8733
FAX NO. (479) 751‐8746

An Infrastructure Funding Request for the Springdale 56 Street

Transcription

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