BRUMBY ELEMENTARY SCHOOL / EAST COBB MIDDLE SCHOOL

Transcription

ADDENDUM NO. 3
April 27, 2016
Page 1
TO PLANS AND SPECIFICATIONS
FOR CONSTRUCTION OF
BRUMBY REPLACEMENT ELEMENTARY SCHOOL
&
EAST COBB REPLACEMENT MIDDLE SCHOOL
FOR
COBB COUNTY SCHOOL DISTRICT
COBB COUNTY, GEORGIA
DATED: AUGUST 31, 2015
CUNNINGHAM FOREHAND MATTHEWS & MOORE, ARCHITECTS, INC.
2011 MANCHESTER STREET, N. E.
ATLANTA, GEORGIA 30324
(404) 873-2152
SHL-D05-15 / SHL-D06-15
-----------------------------------------------------------------------------------------------------------------------------------------------The following items shall take precedence over the plans and specifications (Project Manual) for the above
named project and shall become a part of the Contract Documents.
Where any items called for in the specifications or indicated on the drawings are supplemented hereby, the
original shall remain in effect.
Where any original item is amended, voided, or superseded hereby, the provisions of such item not specifically
amended voided, or superseded shall remain in effect.
The following items shall be incorporated in the Plans and Project Manual.
------------------------------------------------------------------------------------------------------------------------------------------------
A.
PROJECT MANUAL:
BRUMBY ELEMENTARY SCHOOL / EAST COBB MIDDLE SCHOOL
ITEM No. 1: SECTION 003100, BID PROPOSAL FORM
a.
At Unit Prices, Earthwork and Related Materials Unit Price/Allowance
Schedule, add the following item:
N. Provide well points to dewater areas at
lower level for grading work
(6 well points)
$ _____ per well point= $_______
b.
Replace specification section with revised section attached herein, to be
used by all Contractors.
ADDENDUM NO. 3
April 27, 2016
Page 2
BRUMBY ELEMENTARY SCHOOL
ITEM No 2.: SECTION 022000, EARTHWORK
At Unit Prices, Earthwork Materials Unit Price Schedule, add the following item:
(3 well points)
$ ______ per well point= $_________
ITEM No 3: SECTION 025350, PLAY YARD SURFACING and SECTION 028600,
PLAYGROUND EQUIPMENT
At Part 2 - Products, add the following:
Carlton Burr
Sales Consultant
678.522.3582
ITEM No. 4: SECTION 033000, CONCRETE
At Part 2 - Products, Classes of Concrete: Use: At Piers, Walls, change “3000 psi”
to “4000 psi”
ITEM No. 5: SECTION 099000, PAINTING
At Part 3 - Execution, at Interior Paint Schedule:, add the following:
Gypsum Drywall Systems: Walls.
Low Luster/Eggshell Finish: Three coats.
Primer:
White, interior, latex-based primer.
Benjamin Moore:
PPG:
Sherwin-Williams:
253 MooreCraft SuperSpec
Latex Enamel Undercoater
and Primer Sealer
6-2 Speed Hide Drywall
Primer
B28W82 ProMar 200 Latex
Wall Primer
Second and Third Coats: Interior, Semi-Gloss, latex-based paint.
Benjamin Moore:
PPG:
Sherwin-Williams:
Latex Eggshell Enamel
6-411 Speed Hide Interior
Enamel Latex
B20W2200 ProMar 200
Interior Latex Eggshell
ADDENDUM NO. 3
April 27, 2016
Page 3
EAST COBB MIDDLE SCHOOL
ITEM No. 6: SECTION 022000, EARTHWORK
At Unit Prices, Earthwork Materials Unit Price Schedule, add the following item:
(3 well points)
$ ______ per well point= $______
ITEM No. 7: SECTION 033000, CONCRETE
At Part 2 - Products, Classes of Concrete: Use: At Piers, Walls: Change “3000 psi
to 4000 psi”.
ITEM No. 8: SECTION 061000, CARPENTRY
At Part 2 - Products, add the following:
Wood Paneling: Wood Paneling shall be ¾" T&G V-Joint, Clear Douglas Fir.
Nosings, Stage Trim, Cap Rails or other items shall be:
Clear red or white oak, shape as shown.
Note: See Section 099000, Painting for Wood Finishes.
ITEM No. 9: SECTION 087100, FINISH HARDWARE
At Part 3 - Execution, at Door/Hardware Index,
a.
Add the following doors to the index:
DOOR #
112
129
133A
142A
180
290A
315B
410A
HARDWARE SET
G03
G09
J18
J18
G03
J08
J08
J01
b.
At Door 165, change hardware set from J04 to J05.
c.
At Door 225, change hardware set from G09 to H02.
d.
Delete Door 428 from Index.
ADDENDUM NO. 3
April 27, 2016
e.
Page 4
At Door Hardware Schedule:
1.
At HW Set: A03, Door 409: delete references to card reader.
2.
At HW Set: A11, Door 135: Delete (1) one Armor plate, install on
inside only.
3.
At HW Set: A12, Door 501: Delete (1) one Armor plate, install on
inside only.
4.
At HW Set: G02, Delete Door 428.
5.
At HW Set: G03, Add Doors 112 and 180.
6.
At HW Set: G04, Change “Floor Stop FS 441" to “Wall Stop
WS406/407 CVX.”
7.
At HW Set: G05, Delete Door 286.
8.
At HW Set: G09, Add Door 129; Delete Door 225.
9.
Add HW Set: G14:
HW SET: G14
DOOR NUMBER:
122
182
EACH TO HAVE:
3 EA HINGE
1 EA CLASSROOM LOCK
1 EA PERMANENT CORE
1 EA SURFACE CLOSER
1 EA KICK PLATE
1 EA WALL STOP
1 SET DOOR SEALS
10.
11.
12.
13.
14.
15.
16.
17.
5BB1HW NRP
L9070T 06A
23-030
4040XP EDA MC TBWMS
8400 8" X 1-1/2" LDW B4E
WS406/407 CVX
188S-3M-BK
652
626
626
689
630
630
BLK
IVE
SCH
SCH
LCN
IVE
IVE
ZER
At HW Set: H02, Add Door 225 and 286.
At HW Set: J01, Add Door 410A.
At HW Set: J04, Omit HW Set.
At HW Set: J05, Add Door 165.
At HW Set: J07, Delete surface overhead stop and add (1) one wall
stop WS 406/407 CVX IVE. Add “Template door closer” at
Door 151 to swing 180 degrees.
At HW Set: J08, Add door 315B; Add door 290A, and add (1) one
each wall stop WS 406/407 CVX IVE (Doors 290A and 243).
At HW Set: J09, Add (1) One each wall stop (Door 136) WS
406/407 CVX IVE.
At HW Set: J18, Add the following:
-Doors 133A and 142A
-(1) One each wall stop (Door 133A) WS 406/407 CVX
IVE
-(1) One each floor stop (Door 133A) FS 185 IVE
-Template closers at Door 133A and 142A to swing 180 degrees.
ITEM No. 10: SECTION 099000, PAINTING
At Part 3 - Execution, at Interior Paint Schedule:, add the following:
Gypsum Drywall Systems: Walls.
Low Luster/Eggshell Finish: Three coats.
ADDENDUM NO. 3
April 27, 2016
Primer:
Page 5
White, interior, latex-based primer.
Benjamin Moore:
PPG:
Sherwin-Williams:
Latex Enamel Undercoater
and Primer Sealer
6-2 Speed Hide Drywall
Primer
B28W82 ProMar 200 Latex
Wall Primer
Second and Third Coats: Interior, Semi-Gloss, latex-based paint.
Benjamin Moore:
PPG:
Sherwin-Williams:
B.
Latex Eggshell Enamel
6-411 Speed Hide Interior
Enamel Latex
B20W2200 ProMar 200
Interior Latex Eggshell
DRAWINGS:
BRUMBY ELEMENTARY SCHOOL
ITEM No. 1: DRAWING C3.31:
Replace drawing with revised drawing attached herein.
Add the following clarification: The tree planting schedule for Brumby indicates
an additional 95 Virginia Pines that are not indicated on the Middle School
planting schedule. This is to confirm the additional 95 trees ARE required.
ITEM No. 3: DRAWING S4.1:
Add Sketches SK-S4.1-1 & 2, dated 4/27/16 and attached herein.
Add Sketch SK-S4.3-1, dated 4/27/16 and attached herein.
ADDENDUM NO. 3
April 27, 2016
ITEM No. 8: DRAWING A1.2:
Add Sketch SK-A1.2-1, dated 4/27/16 and attached herein.
Add Sketches SK-A7.6-1 & 2, dated 4/27/16 and attached herein.
ITEM No. 14: DRAWING P1.5:
At Teachers Dining, 1.137, label drop-in sink as Fixture P.6.
EAST COBB MIDDLE SCHOOL
Add Sketch SK-C2.0-1, dated 4/27/16 and attached herein.
Add Sketch SK-C3.1-1, dated 4/27/16 and attached herein.
Page 6
ADDENDUM NO. 3
April 27, 2016
Add Sketches SK-S4.1-1, 2 & 3, dated 4/27/16 and attached herein.
Add Sketch SK-S4.3-1 & 2, dated 4/27/16 and attached herein.
Page 7
ADDENDUM NO. 3
April 27, 2016
Page 8
Add Sketches SK-S8.3-1, 2 & 3, dated 4/27/16 and attached herein.
ITEM No.33: DRAWING S8.4:
a.
b.
At main gym floor provide (4) four sleeves for (2) two independent
volleyball courts.
At Legend, at T.T.H-Toilet tissue holder and S.N.P.-Sanitary Napkin Dispenser,
delete (N.I.C.). Refer to specification section 108000.
At DOOR SCHEDULE:
a.
At “DOOR/SIZE” column, at Door 165, change 3'-0" x 6'-8" x 1 3/4" to 4'0" x 6'-8" x 1 3/4".
b.
At “GLASS” column, add 8" x 27" glass to the following doors: 126, 129,
131, 132.
c.
At “GLASS” column, delete GLASS at the following doors: 148 and 162.
d.
At “GLASS” column, change glass width from 16" to 8" at the following
doors: 104, 184, 197, 198, 228, 229.
e.
At “REMARKS” column:
1.
At Door 122, delete “M”.
ADDENDUM NO. 3
April 27, 2016
2.
f.
Page 9
At Door 142A, delete “RX, M”.
a.
b.
At DOOR SCHEDULE, at “GLASS” column
1.
Change glass width from 16" to 8" at the following doors: 416,
419, 420, 452, 453, 454, 455, 460, 461.
2.
Change glass width from 30" to 8" at the following doors: 456,
457, and 458.
Add Sketches SK-A4.2-1, 2 & 3, dated 4/27/16 and attached herin.
ITEM No 41: DRAWING A4.3:
a.
b.
At detail 3 / A7.7, add the following:
“NOTE: SEE UL DESIGN No. P527, DET.3/F1.2 AT METAL TRUSSES
OVER LOBBY 1.120"
Add Sketches SK-A7.10-1, 2 & 3, dated 4/27/16 and attached herein.
ADDENDUM NO. 3
April 27, 2016
ITEM No. 49: DRAWING E0.1:
Add Sketch SK-E0.1-1, dated 4/27/16 and attached herein.
Add Sketches SK-E2.4-1, 2, 3, 4 & 5, dated 4/27/16 and attached herein.
Page 10
ADDENDUM NO. 3
April 27, 2016
Replace drawing with revised drawing attached herein..
C.
PRODUCT AND/OR MANUFACTURER APPROVAL:
NONE THIS ADDENDUM
End of Addendum No. 3
Page 11
CFMM, Atlanta, GA
(Revised 4/27/16)
Section 003100-1
Bid Proposal Form
SECTION 003100
BID PROPOSAL FORM
BID 23 -16
DATE:
TO: OWNER
FROM: BIDDER'S NAME AND ADDRESS
SUPERINTENDENT
COBB COUNTY SCHOOL DISTRICT
514 GLOVER STREET
MARIETTA, GA 30060
Gentlemen:
1.
BASE BID:
Pursuant to and in compliance with the Invitation for Bids and the proposed Contract Documents relating
to the construction of:
PROJECT NAME:
PROJECT NO.
Brumby Replacement Elementary/ East Cobb Replacement Middle School
9003/9001
including Addendum No./Clarification No.
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
_______________, dated_____________
the undersigned, having become thoroughly familiar with terms and conditions of the proposed Contract
Documents and with local conditions affecting the performance, progress and cost of the work that is to be
completed and having fully inspected the site in all particulars, hereby proposes and agrees to fully
perform the work within the time stated and in accordance with the Contract Documents including
furnishing any and all services, labor, materials, and equipment and to do all the work required to
construct and complete said work in accordance with the Contract Documents for the following sum:
BRUMBY REPLACEMENT ELEMENTARY SCHOOL
Dollars
($
) which Sum is hereinafter called the "Base Bid".
EAST COBB REPLACEMENT MIDDLE SCHOOL
Dollars
($
Brumby Replacement Elementary/East Cobb Replacement Middle School, Cobb County, GA
SHL-D05/6-15
CFMM, Atlanta, GA
(Revised 4/27/16)
Section 003100-2
Bid Proposal Form
COMBINED TOTAL BASE BID
Dollars
($
2.
ALTERNATES:
The Undersigned proposes that should any of the following Alternates be accepted and incorporated into
the Contract, the Base Bid will be altered in each case as follows. (See "Alternates" section of the
specifications for a complete description of Alternates.)
Alternate No. 1: (Add Aerator Pumps).
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 2a (Add Solotubes - Brumby)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 2b (Add Solotubes -East Cobb)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 3a (Schedule 40 Sprinkler Piping - Brumby)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 3b (Schedule 40 Sprinkler Piping - East Cobb)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 4a (Schedule 40 Water Piping - Brumby)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
SHL-D05/6-15
CFMM, Atlanta, GA
Section 003100-3
Bid Proposal Form
(Revised 4/27/16)
Alternate No. 4b (Schedule 40 Water Piping - East Cobb)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 5a (Cmu at Admin/Counseling - Brumby)
(Add/Deduct)
Dollars ($
) to/from Base Bid.
Alternate No. 5b (Cmu at Admin/Counseling - East Cobb)
(Add/Deduct)
Dollars ($
3.
) to/from Base Bid.
UNIT PRICES:
The following unit prices are amounts to be used for work that will be added to or deleted from the
Contract by Change Order in the event such additional work may be requested or required. The quantities
shown (in parenthesis) on the following schedule shall be included in the Base Bid as an allowance at the
rates that the Contractor proposes.
Unit prices are complete for labor, equipment, material, the hauling in of needed material and the hauling off and
disposal of excess and unsuitable material, installation, applicable taxes, overhead and profit and all other
incidental costs. Units will be measured in place.
OWNER reserves the right to accept or reject these unit prices or require the Work to be performed on a time and
material basis with complete daily breakdowns and logs submitted.
DESCRIPTION
Earthwork and Related Materials Unit Price/Allowance Schedule:
(Quantities shown shall be included in the Combined Total Base Bid as an Allowance. Quantities shown
here are the sum of quantities shown in Sections 022000 of Brumby ES and of East Cobb MS)
Unit Prices
A.
B.
C.
Mass Rock excavation, rock hauled off
site.
(Allow 500 cu. yd)
Trench Rock excavation, rock hauled off
site.
(Allow 500 cu. yd)
Excavate unsuitable soil and waste onsite.
(Allow 1,000 cu. yd)
Amount of
Allowance
$_________
Per cubic yard =
$____________
$_________
Per cubic yard =
$____________
$_________
Per cubic yard =
$____________
SHL-D05/6-15
CFMM, Atlanta, GA
Section 003100-4
Bid Proposal Form
(Revised 4/27/16)
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
Excavate unsuitable soil and haul offsite.
$_________
Per cubic yard=
$_________
Per cubic yard =
$____________
$_________
Per cubic yard=
$____________
$_________
Per ton =
$____________
Per ton =
$____________
$_________
Per ton =
$____________
$_________
Per square yard =
$____________
Material and placement of specified sod:
(Allow 1,000 Sq. Ft.)
$_________
Per square foot =
$____________
Haul in and placement of G.A.B. stone.
(Allow 1,000 Tons)
$_________
Per ton =
$____________
$_________
Per linear foot=
$____________
$_________
Per well point =
$____________
Obtain suitable soil from on-site and
compact in-place to replace excavated
rock or unsuitable soil:
Obtain suitable soil from off-site and
compact in-place for dam key:
(Allow 500
cu. yd.)
Haul in and placement of #3 stone or #34
stone.
(Allow 500 Tons)
Haul in and placement of #57 stone:
(Allow 500 Tons)
Haul in and placement of RIP RAP
TYPE III
(Allow 500 Tons)
Material and placement of geotechnical
fabric (Tensar BX1100 or equal):
(Allow 2,500 Sq. Yds.)
Provide dewatering trench consisting of
24" x 24" cross section lined with
“mirafi”filter fabric filled with #57 stone, in
addition to trench, also provide min. 100
lin.ft. of 4" dia. PVC pipe, for outlet
purposes:
(Allow 500 Lin. Ft. of dewatering trench)
Provide well points to dewater areas at
lower level for grading work.
( 6 well points )
$_________
TOTAL ALLOWANCES TO BE INCLUDED IN BASE BID
$____________
$____________
MISCELLANEOUS ALLOWANCES:
A.
ASPHALT ALLOWANCE:
SHL-D05/6-15
CFMM, Atlanta, GA
(Revised 4/27/16)
Section 003100-5
Bid Proposal Form
Contractor shall include in the Base Bid an Allowance of Fifty Thousand Dollars ($50,000.00) to
cover possible asphalt cost escalation that may occur between the project Bid date and the
originally scheduled date of installation for binder and for topping. This allowance shall be
included in the Base Bid and applied to each schedule of values as one-half the above amount.
Contractor shall include in the Base Bid the total quantity and cost of asphalt paving on Bid day.
The Asphalt Cement Index as listed by Georgia D.O.T. will be recorded on the Project Bid Date as
the basis for the estimated cost of the asphalt on Bid day. Cost escalation applies only to topping
and binder raw cost for asphalt types specified, not for base. For purpose of record keeping,
Contractor shall separate Bid Date Quantities and costs for base, binder and topping in the initial
Schedule of Values.
Compensation for asphalt material cost escalation shall be determined at the time of asphalt
installation based on the then current Asphalt Cement Index and the Contract adjusted
accordingly up or down. Contractor shall submit documentation acceptable to the Architect prior
to including this cost on a pay application.
B.
PERMIT ALLOWANCE:
Contractor shall include in the Base Bid an Allowance of Fifteen Thousand Dollars ($15,000.00) to
cover possible requests by the Fire Marshal or Building Inspector for modifications they may
require during the course of the work. The Architect and Owner must approve the use of these
funds. This allowance shall be included in the Base Bid and applied to each schedule of values
as one-half the above amount.
Note: Crusher run stone, #57 stone and #3 (#34) stone shall be used as directed by the Architect, without
restriction, at the Unit Prices shown, i.e., remedial footing subgrade, general fill areas, remedial slab
subgrade or drainage course, etc.
The above allowances are to be used at the discretion of the Owner representatives and the
Architect and are not intended for use by the Contractor without joint agreement by the Owner
representative and the Architect.
The above Unit Prices will also be used to determine any credit due the Owner on any changes in
the work.
Allowances shall be shown in the Schedule of Values for each item listed above.
MISCELLANEOUS UNIT COSTS
NOT INCLUDED AS ALLOWANCES
The following unit prices are amounts to be used for work that will be added to or deleted from the
Contract by Change Order in the event such additional work may be required. Unit prices are complete
for labor, equipment, material, the hauling in of needed material and the hauling off and disposal of excess
and unsuitable material, installation, acceptable taxes, overhead and profit and all other incidental costs.
The Owner reserves the right to accept or reject these unit prices or require the work to be performed on a
time and material basis with complete daily breakdown and logs submitted.
a.
Furnish and install storm/sanitary sewer cleanout:
1.
2.
Furnish and install storm/sanitary sewer cleanout outside of
pavement.
Furnish and install storm/sanitary sewer cleanout within paved
$
/C.O.
SHL-D05/6-15
CFMM, Atlanta, GA
(Revised 4/27/16)
area.
b.
Section 003100-6
Bid Proposal Form
$
/C.O.
$
$
$
$
$
$
$
$
$
$
$
$
$
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
/L.F.
Furnish and install pipe material including:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
3" diameter class 50 ductile iron pipe
8" diameter schedule 40 PVC
15" CMP
18" CMP
24" CMP
30" CMP
36" CMP
3" Type K copper pipe.
All CMP shall be fully asphalt coated or aluminized as per Section 027200. Cost shall include all
appurtenances, including fittings, bands, wyes, etc. and all appurtenant details.
c.
Furnish and install:
1.
2.
3.
4.
5.
6.
7.
d.
Pre-cast concrete storm drainage structures.
Brick storm drainage structures
Heavy duty cast iron grate and frame
Pre-cast sanitary sewer manholes per Cobb County
Department of Public Utilities Standards
Cast iron ring and cover as per Cobb County Department
of Public Utilities Standards
Concrete curb and gutter as shown on Drawings for
Construction in Right-of-Way
Asphalt paving as shown on Drawings for Construction
in Right-of-Way
Furnish and install Georgia D.O.T. Type C Erosion Control
Fencing
$
$
$
/V.F.
/V.F.
/SET
$
/V.F.
$
SET
$
/L.F.
$
/L.F.
$
/L.F.
The above unit prices will also be used to determine any credit due the Owner on any changes in the
work.
4.
TIME OF COMPLETION: Bidder hereby agrees to commence actual physical work on the site with an
adequate force and equipment within ten (10) days of a date to be specified in a written order of the
Owner's (Notice to Proceed) and to substantially complete and finally complete the work by dates stated in
Project Manual, Section 002100.
5.
For and in consideration of the sum of $1.00, the receipt of which is hereby acknowledged, the
Undersigned agrees that this proposal may not be revoked or withdrawn after the time set for the opening
of bids but will remain open for acceptance for a period of sixty (60) days following such time, and that the
acceptance of Alternates by the Owner, for the amounts proposed, may occur with-in (60) sixty days of the
contract award, and incorporated into the Contract by Change Order.
SHL-D05/6-15
CFMM, Atlanta, GA
(Revised 4/27/16)
6.
Section 003100-7
Bid Proposal Form
BID SECURITY: (CERTIFIED CHECK NOT ACCEPTED)
Bid security in the amount of five percent (5%) of the Base Bid is attached in the amount of Dollars
($) _____________, which is to become the property of the Owner in the event the Contract and Performance
Bonds are not executed within the time set forth, as liquidated damages for the delay and additional cost
caused the Owner.
The Undersigned agrees that upon receipt of the Notice of Acceptance of his Bid (NOTICE OF AWARD),
he will, within ten (10) days from the Notice of Award, execute the formal Contract (AIA Document A101),
and will deliver a Surety Bond for the faithful performance of this Contract and such other bonds and
insurance as required by the specifications.
The Undersigned further agrees that if he fails or neglects to appear within the specified time to
execute the Contract of which this Proposal, the Bidding Documents and the Contract Documents
are a part, the Undersigned will be considered as having abandoned the Contract, and the Bidder's
Bond accompanying this Proposal will be forfeited to the Owner by reason of such failure on the part
of the Undersigned.
7.
If awarded a contract, the Undersigned's surety will be
.
Respectfully submitted,
Signature of an Individual:
Doing Business as:
Business Address:
If a Partnership:
By:
Member of Firm
Member of Firm
Business Address:
If Corporation:
By:
Title:
Business Address:
Telephone Number:
(Seal - If bid is by Corporation)
DATE OF BID
State of Georgia General Contractor's License Number __________________________.
SHL-D05/6-15
CFMM, Atlanta, GA
(Revised 4/27/16)
Section 003100-8
Bid Proposal Form
End of Section 003100
SHL-D05/6-15

BRUMBY ELEMENTARY SCHOOL / EAST COBB MIDDLE SCHOOL

Transcription

Similar documents

Wartegg Test Form

KEMPEGOWDA INSTITUTE OF MEDICAL SCIENCES

The Inkwinks

Drawing Contest! - Regina Public Library

141005/SKT02 - INFORMATION NATIONAL CAR PARKS LTD

File - Hollie osborne

fo r lease fo r lease fo r lease

(SPEC) Multani Mitti - Natural Sourcing, LLC

Yalding Vehicle Restriction Scheme Addition – South Map