Bid Packet _ Transfer Station repair 2024.pdf

COLQUITT COUNTY BOARD OF COMMISSIONERS

DENVER F. BRASWELL

CHRIS HUNNICUTT

District 2 Commissioner

MARC DEMOTT

District 3 Commissioner

MIKE BOYD

JOHNNY HARDIN

District 6 Commissioner

July 12, 2024

INVITATION TO BID

CHARLES H. CANNON, IV

County Administrator 229-616-7404

MELISSA E. LAWSON

County Clerk 229-616-7409

LESTER CASTELLOW

County Attorney Post Office Box 190 Moultrie, Georgia 31776-0190 229-985-1213

RE: Transfer Station Loading Area Repairs for Colquitt County Landfill COLQUITT COUNTY is accepting sealed bids for the repairs on the Transfer Station Loading Area.

All potential bidders MUST attend a mandatory pre-bid meeting on July 22, 2024 at 10:00 a.m. The pre-bid meeting will be at the Colquitt County Landfill at 1816 Shade Murphy Rd , Moultrie, GA.

The bid packet is available at the Purchasing office at the Colquitt County Annex, 101 East Central Ave, room 206 or can be accessed on the Colquitt County website at www.colquittcountyga.gov/departments/purchasing and refer to the Bid and RFP List to download this packet.

Sealed bids will be accepted in the office of the County Purchasing Agent, 101 East Central Avenue, Suite 206, Moultrie GA 31768 (PO Box 517, Moultrie GA 31776-0517), until Monday, August 12, 2024 at 4:00 p.m. at which time they will be publicly opened and read aloud.

Bids must be in a sealed envelope plainly marked in the lower left corner “Sealed Bid – Transfer Station Repair". It is the bidder’s responsibility to have all bids turned in by the called time. No bids will be accepted after the called time. No bids may be withdrawn for a period of thirty (30) days after the called time.

The Colquitt County Board of Commissioners reserves the right to accept or reject any or all bids and to waive any and all formalities.

Any and all questions are to be directed to:

Lena Mercer, County Purchasing Agent at 229-616- 7087 or lena.mercer@colquittcountyga.gov or

Purchasing Agent

Chairman

BARBARA JELKS

District 1 Commissioner

District 4 Commissioner

PAUL NAGY

District 5 Commissioner

Mac Lawson,Maintenance Superintendent at 229-616-7469 or mac.lawson@colquittcountyga.gov Thank you for your interest in doing business with Colquitt County.

101 East Central

Post Office Box 517 Moultrie, Georgia 31776-0517

Phone 229-616-7400 Facsimile 229-616-7018 www.ccboc.com

Lena Mercer

Sincerely

Project Description

Phase 1: Project Overview

This project consists of repairs to the Transfer Station Loading Area at the Colquitt County Landfill, 1816 Shade Murphy Road, Moultrie, Georgia, in accordance with the following M-Square Associates, P.C. drawings for Project No. 24-030:

Sheets S1 – S3 of 3, “Solid Waste Transfer Station Loading Area Slab Repair”, dated 06/06/2024

Background

The Transfer Station was originally constructed as shown on Tucker and Associates drawings No. S-1 through S-3, dated 01-17-94. In 2016, the Transfer Building was demolished and replaced with a new building including new foundations and floor slab. The original Loading Area, including the cantilever slab and concrete wing walls, was retained. The Loading Area slab was overlaid with a 6” thick concrete topping and new wing walls were constructed inside the existing walls. Refer to M-Square Associates, P.C. drawings Sheets S3 and S4 of 4, dated 06-06-16.

Scope of Work

Over the 8 years since 2016, the Loading Area cantilever slab and concrete wing walls have sustained considerable physical damage. Similarly, the original steel plate and frame push walls and tapered chute have sustained damage. This project consists of the following repairs to the Loading Area:

1. Sawcut and demolish the remaining existing 1’-2” thick cantilever concrete slab flush with the retaining wall.

2. Construct a new 1’-2” thick cantilever concrete slab in its place as detailed on the plans.

3. Repair the damaged ends of the concrete wing walls using compatible concrete patching materials installed in accordance with manufacturer’s instructions.

4. Repair and/or replace all damaged steel plate and tube frame push wall members as necessary.

5. Remove existing steel plate tapered chute from top of steel push walls and replace with new tube framing and steel plate as detailed on the plans.

6. All construction and material specifications are provided as General Notes on the drawings.

Project Description

Phase 2: Project Overview

This project consists of repairs to the Transfer Station Loading Area at the Colquitt County Landfill, 1816 Shade Murphy Road, Moultrie, Georgia, in accordance with the following Innovate Engineering & Surveying, P.C. drawings for Project No. 1889:

Sheets 1 – 3 of 3, “COLQUITT COUNTY TRANSFER STATION”, dated 07/03/2024

Background

The Transfer Station was originally constructed as shown on Tucker and Associates drawings No. S-1 through S-3, dated 01-17-94. In 2016, the Transfer Building was demolished and replaced with a new building including new foundations and floor slab. The original Loading Area, including the cantilever slab and concrete wing walls, was retained.

Scope of Work

This project consists of the following repairs to the Loading Area:

1. Remove 2,897 sq.ft. of concrete paving and steel rails

2. Remove concrete pad and existing tank

3. Install 2,947 sq.ft. concrete paving with a drop inlet

4. Install 16 feet of 4” HDPE pipe to a 300-gallon concrete tank with access port

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PROJECT NUMBER

Engineering & Surveying

I !NNOVATE

PHONE:229-249-9113 - www.innovatees.com 2214 N. Patterson Street, Valdosta, GA 31602

PREPARED BY:

LOCATION MAP

N.T.S.

SITE

GENERAL CONSTRUCTION NOTES:

1. UTILITIES SHOWN HEREON ARE BASED UPON ABOVE GROUND APPURTENANCES ONLY. UNDERGROUND WATER AND GAS MAIN

SIZES AND LOCATIONS BASED ON GIS MAPPING PROVIDED BY THE CITY OF MOULTRIE UTILITY DEPARTMENT. UTILITY FACILITIES

ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT NECESSARILY ACCURATE AS TO DESCRIPTION, LOCATION, OR

ELEVATION. UTILITY FACILITIES, SUCH AS SERVICE LINES OR UNKNOWN FACILITIES, NOT SHOWN ON THE PLANS WILL NOT

RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY UNDER TITLE 25, CHAPTER 9, OFFICIAL CODE OF GEORGIA ANNOTATED.

VERIFY THE ELEVATIONS OF EXISTING PIPING, UTILITIES, AND ANY TYPE OF UNDERGROUND OR ENCASED OBSTRUCTION, NOT

SPECIFICALLY INDICATED TO BE REMOVED, AS INDICATED OR DISCOVERED IN LOCATIONS TO BE TRAVERSED BY PIPING, DUCTS, AND OTHER WORK TO BE CONDUCTED OR INSTALLED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES REGARDING LOCATION OF EXISTING

UTILITIES AND SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WHILE UTILITIES ARE BEING RELOCATED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO UTILITIES RESULTING FROM WORK PERFORMED BY

THE CONTRACTOR. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO MINIMIZE ANY INTERRUPTION OF UTILITY SERVICE

TO THE SURROUNDING RESIDENTS. CALL TOLL-FREE 1-800-282-7411, 72 HOURS PRIOR TO THE START OF WORK SO THAT

EXISTING UNDERGROUND UTILITIES MAY BE LOCATED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LAND OR PROPERTY BEYOND THE PROJECT CONSTRUCTION AREA, WHICH

MAY BE SUBJECT TO ANY EFFECTS OR BY-PRODUCTS OF HIS CONSTRUCTION EFFORTS.

4. DEMOLITION SHOWN IS A MINIMUM REQUIREMENT. ADDITIONAL DEMOLITION MAY BE REQUIRED TO ACCOMMODATE

CONSTRUCTION. THE CONTRACTOR SHALL REPAIR AND REPLACE ALL DAMAGED AND DISTURBED AREAS TO

PRE-CONSTRUCTION CONDITIONS, OR BETTER, INCLUDING ALL PAVING, STABILIZED EARTH, SOD, DRIVEWAYS, TREES, SIDEWALKS, CURBS, STORM SEWERS, ETC. WHERE APPLICABLE, THE SAME TYPE OF MATERIAL THAT WAS REMOVED OR

DAMAGED DURING CONSTRUCTION SHALL BE USED. IN AREAS OF SIDEWALK AND CURB REMOVAL, REMOVE TO NEAREST JOINT.

ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, CODES, ETC. CONTRACTOR MUST DISPOSE

OF MATERIALS AT A DESTINATION APPROVED BY THE CONTRACTING OFFICER. NO CONSTRUCTION WASTE SHALL BE BURIED ON

SITE.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICT BETWEEN THE DRAWINGS AND ACTUAL

CONDITIONS ARE DISCOVERED DURING THE COURSE OF CONSTRUCTION.

6. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL APPLICABLE PERMITS AND REQUIRED EASEMENTS HAVE BEEN OBTAINED.

7. CONTRACTOR SHALL PROVIDE ACCURATE UTILITY AS-BUILTS AS REQUIRED BY THE CITY OF MOULTRIE UTILITY DEPARTMENT.

8. STORM PIPES SHALL BE INSTALLED WITH A MINIMUM OF 18” VERTICAL DISTANCE TO UTILITY CROSSINGS. CONTRACTOR SHALL

ENSURE A MINIMUM HORIZONTAL DISTANCE OF 5' BETWEEN STORM PIPES AND UTILITIES TO SIGNIFICANT ABOVE GROUND

APPURTENANCES; E.G. BUILDINGS, POWER / UTILITY POLES, TREES, ETC.

9. UTILITY WORK MUST BE COMPLETED BY A GA LICENSED UTILITIES CONTRACTOR.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, SUPERVISING AND MAINTAINING ALL SAFETY PROGRAMS

THROUGHOUT THE DURATION OF CONSTRUCTION. ALL BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL

METHODS AS NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED BY THE

CONTRACTOR THROUGHOUT THE DURATION OF CONSTRUCTION. TRAFFIC CONTROL METHODS SHALL CONFORM TO THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

11. SAFE TRENCH CONSTRUCTION IS MANDATORY. ALL SLOPES SHALL BE LAID BACK OR SHORED AS NECESSARY.

12. THE CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS. THE CONTRACTOR SHALL PROVIDE

ADEQUATE OVERSIGHT AND MANAGEMENT FOR HIS CONSTRUCTION EFFORTS.

13. COOPERATION AND COORDINATION BETWEEN ALL CONTRACTORS, UTILITY COMPANIES AND SUBCONTRACTORS ENGAGED IN

THE WORK WITHIN AND ADJACENT TO THE CONSTRUCTION IS IMPORTANT FOR THE COMPLETION OF THIS PROJECT IN A TIMELY

MANNER. IN THE CASE OF INTERFERENCE BETWEEN THE OPERATIONS OF THE DIFFERENT CONTRACTORS, UTILITY COMPANIES

AND SUBCONTRACTORS, THE OWNER WILL BE THE SOLE JUDGE OF THE RIGHTS OF EACH AND THE SEQUENCE OF THE WORK

NECESSARY TO EXPEDITE THE COMPLETION OF THIS PROJECT.

14. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, AND LAWS OF LOCAL, MUNICIPAL, STATE OR FEDERAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ALL PERMITS REQUIRED FOR

CONSTRUCTION OPERATIONS SHALL BE OBTAINED BY THE CONTRACTOR.

15. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT AS REQUIRED TO PRODUCE A SMOOTH JOINT WITH NEW

PAVEMENT.

16. MAGNETIC DETECTION TAPE AND TRACER WIRE SHALL BE INSTALLED WITH THE PVC PIPE FOR EASE OF FUTURE LOCATION.

ALL TRACER WIRE SHALL BE 14 GAUGE OR AS REQUIRED BY LOCAL CODE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING.

18. THE CONTRACTOR IS TO NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO THE BEGINNING OF EACH PHASE OF

CONSTRUCTION. THE CONTRACTOR SHALL ALSO NOTIFY APPLICABLE UTILITY PROVIDERS AT LEAST 24 HOURS PRIOR TO ANY

CONSTRUCTION THAT MY AFFECT THEM.

19. THE CONTRACTOR SHALL MAINTAIN, AT ALL TIMES, ADEQUATE AND SAFE ACCESS FOR ALL RESIDENTS AND/OR ADJOINING

PROPERTY OWNERS DURING CONSTRUCTION.

20. ALL CONCRETE WASHOUT SHALL BE COLLECTED BY THE CONTRACTOR ONSITE AT AN AREA DESIGNATED BY THE OWNER

FOR OFFSITE DISPOSAL BY THE CONTRACTOR. WASHOUT SHALL BE MAINTAINED EITHER BY BERM OR BY WASHOUT PIT.

21. ALL HAZARDOUS MATERIALS / WASTE SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS

OR BY THE MANUFACTURER.

22. SANITARY WASTE GENERATED FROM PORTABLE UNITS SHALL BE EMPTIED AS REQUIRED TO PROVIDE SANITARY CONDITIONS.

ALL SANITARY WASTE DISPOSAL PRACTICES SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL

REGULATIONS.

23. CONTRACTOR SHALL REVIEW, PLAN AND SEQUENCE SITE GRADING AND THE INSTALLATION OF UNDERGROUND UTILITIES TO

ENSURE PROPER INSTALLATION AND ELIMINATE POTENTIAL CONFLICTS.

COLQUITT COUNTY

TRANSFER STATION

COLQUITT COUNTY, GEORGIA

DATE: 07/03/2024

CONSTRUCTION PLANS

FOR

Sheet List Table Sheet Number Sheet Title

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1 EXISTING CONDITIONS & DEMO PLAN

2 SITE LAYOUT PLAN

3 GRADING AND DRAINAGE PLAN

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COLQUITT COUNTY

TRANSFER STATION

AutoCAD SHX Text SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH COLQUITT COUNTY STANDARDS AND SPECIFICATIONS. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF MOULTRIE STANDARDS AND SPECIFICATIONS

TOP RAIL:247.55

BOTTOM BEAM:261.73

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No. 22564

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SYMBOL LEGEND

FIRE HYDRANT

LIGHT POLE

SANITARY SEWER MANHOLE

UTILITY POLE

WATER METER

BACK FLOW PREVENTER

MONITORING WELL

MAIL BOX

WATER VALVE

CABLE TELEVISION PEDESTAL

TELEPHONE PEDESTAL

FENCE LINE

GAS LINE

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

OVERHEAD UTILITIES

SANITARY SEWER LINE

WATER LINE

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BENCHMARK

FIBER OPTIC PEDESTAL

SANITARY CLEAN OUT

ELECTRIC METER

ELECTRIC TRANSFORMER

GUY WIRE

TRAFFIC SIGN

WELL

AIR CONDITIONER UNIT

DRAINAGE MANHOLE

FLARED END SECTION

POST INDICATOR VALVE

GAS VALVE

GAS METER

5/8" REBAR FOUND

CONCRETE MARKER FOUND

DEED BOOK

PAGE NUMBER

BACK FLOW PREVENTER

DROP INLET

IRRIGATION CONTROL VALVE

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1/2" REBAR FOUND

1.5" OPEN TOP PIPE FOUND

DEMOLITION NOTES:

1. THE LIMITS OF DEMOLITION SHOWN IS A MINIMUM

REQUIREMENT. ADDITIONAL DEMOLITION MAY BE REQUIRED

TO ACCOMMODATE CONSTRUCTION.

2. REMOVE EXISTING ASPHALT, CONCRETE, CURBING, TREES

AND OTHER ABOVEGROUND APPURTENANCES WITHIN THE

OUTLINED AREAS UNLESS OTHERWISE NOTED.

3. ASPHALT, CONCRETE AND CURBING SHALL BE SAWCUT TO

PROVIDE A SMOOTH TRANSITION. FOR SIDEWALK AND CURB

REMOVAL, REMOVE TO THE NEAREST JOINT.

4. THE CONTRACTOR SHALL REMOVE ONLY THOSE TREES

DEEMED NECESSARY FOR CONSTRUCTION. THE CONTRACTOR

SHALL MINIMIZE DAMAGE AND/OR REMOVAL OF THE ROOT

SYSTEM FOR ANY REMAINING TREES /SHRUBS WITHIN OR

ADJACENT TO THE CONSTRUCTION AREA.

5. THE CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED

OR DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS

OR BETTER.

6. COORDINATE WITH APPROPRIATE UTILITY PROVIDERS

REGARDING ALL UTILITY REMOVAL, RELOCATION OR

CONSTRUCTION.

INNOVATE ENGINEERING & SURVEYING DOES NOT

G U A R A N T E E N O R W A R R A N T T H A T T H E

UNDERGROUND CONDIT IONS SHOWN ARE

ACCURATE OR COMPLETE. THE CONTRACTOR

SHALL MAKE THEMSELVES FAMILIAR WITH THE

SITE AND NOTIFY THE ENGINEER IMMEDIATELY IF

ACTUAL CONDITIONS DIFFER THAT MAY AFFECT

SUCCESSFUL CONSTRUCTION OF IMPROVEMENTS.

SCALE 1"=10'

HALF SCALE 1"=20'

2010 0 105

VERTICAL SCALE 1"=1'

SAWCUT AND REMOVE

±80 S.F. OF CONCRETE

AND TANK

SAWCUT AND REMOVE

±2897 S.F. OF

CONCRETE PAVING

RETAINING WALL TO

REMAIN

REMOVE EXISTING

STEEL RAILS

EXISTING BUILDING

~EXISTING CONCRETE~

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FIRE HYDRANT

LIGHT POLE

SANITARY SEWER MANHOLE

UTILITY POLE

WATER METER

BACK FLOW PREVENTER

MONITORING WELL

MAIL BOX

WATER VALVE

CABLE TELEVISION PEDESTAL

TELEPHONE PEDESTAL

FENCE LINE

GAS LINE

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

OVERHEAD UTILITIES

SANITARY SEWER LINE

WATER LINE

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BENCHMARK

FIBER OPTIC PEDESTAL

SANITARY CLEAN OUT

ELECTRIC METER

ELECTRIC TRANSFORMER

GUY WIRE

TRAFFIC SIGN

WELL

AIR CONDITIONER UNIT

DRAINAGE MANHOLE

FLARED END SECTION

POST INDICATOR VALVE

GAS VALVE

GAS METER

5/8" REBAR FOUND

CONCRETE MARKER FOUND

DEED BOOK

PAGE NUMBER

BACK FLOW PREVENTER

DROP INLET

IRRIGATION CONTROL VALVE

DB

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1/2" REBAR FOUND

1.5" OPEN TOP PIPE FOUND

INNOVATE ENGINEERING & SURVEYING DOES NOT

G U A R A N T E E N O R W A R R A N T T H A T T H E

UNDERGROUND CONDIT IONS SHOWN ARE

ACCURATE OR COMPLETE. THE CONTRACTOR

SHALL MAKE THEMSELVES FAMILIAR WITH THE

SITE AND NOTIFY THE ENGINEER IMMEDIATELY IF

ACTUAL CONDITIONS DIFFER THAT MAY AFFECT

SUCCESSFUL CONSTRUCTION OF IMPROVEMENTS.

SCALE 1"=10'

HALF SCALE 1"=20'

2010 0 105

VERTICAL SCALE 1"=1'

±2947 S.F. NEW

CONCRETE PAVING

TIE TO EXISTING

TIE TO EXISTING

185.4'

54.8'

55.3'

16.0'

15.8'

15.9'

15.8'

RETAINING WALL

TO REMAIN

±15.8'

EXISTING GROUND

COMPACTED

SUBGRADE

TURNDOWN CONCRETE SLAB

8" -3,000 P.S.I CONCRETE

8"

SLOPE

AutoCAD SHX Text N.T.S.

247.81

247.75

247.09

247.17

247.36

247.08

247.16

247.74

247.85

247.55

247.55

247.55

247.55

EXISTING BUILDING

~EXISTING CONCRETE~

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GRADING AND DRAINAGE PLAN

M. WILSON

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No. 22564

PROFESSIONAL

SCALE 1"=10'

HALF SCALE 1"=20'

2010 0 105

VERTICAL SCALE 1"=1'

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PM

GRADING NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING

ELEVATIONS PRIOR TO CONSTRUCTION AND

NOTIFY ENGINEER IF ANY ACTUAL CONDITIONS

DIFFER THAT MAY AFFECT SUCCESSFUL

COMPLETION OF IMPROVEMENTS.

2. THE CONTRACTOR SHALL VERIFY ALL

PROPOSED ELEVATIONS SHOWN TO ENSURE

POSITIVE DRAINAGE.

GRADE LEGEND

000.00 TOP/BACK OF CURB

000.00 GROUND/PAVEMENT ELEVATION

STORM WATER FLOW DIRECTION

SYMBOL LEGEND

FIRE HYDRANT

LIGHT POLE

SANITARY SEWER MANHOLE

UTILITY POLE

WATER METER

BACK FLOW PREVENTER

MONITORING WELL

MAIL BOX

WATER VALVE

CABLE TELEVISION PEDESTAL

TELEPHONE PEDESTAL

FENCE LINE

GAS LINE

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

OVERHEAD UTILITIES

SANITARY SEWER LINE

WATER LINE

X

G

UT

UE

OU

SS

W

BENCHMARK

FIBER OPTIC PEDESTAL

SANITARY CLEAN OUT

ELECTRIC METER

ELECTRIC TRANSFORMER

GUY WIRE

TRAFFIC SIGN

WELL

AIR CONDITIONER UNIT

DRAINAGE MANHOLE

FLARED END SECTION

POST INDICATOR VALVE

GAS VALVE

GAS METER

5/8" REBAR FOUND

CONCRETE MARKER FOUND

DEED BOOK

PAGE NUMBER

BACK FLOW PREVENTER

DROP INLET

IRRIGATION CONTROL VALVE

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BFP

FDC

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AC

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PG

1/2" REBAR FOUND

1.5" OPEN TOP PIPE FOUND

INNOVATE ENGINEERING & SURVEYING DOES NOT

G U A R A N T E E N O R W A R R A N T T H A T T H E

UNDERGROUND CONDIT IONS SHOWN ARE

ACCURATE OR COMPLETE. THE CONTRACTOR

SHALL MAKE THEMSELVES FAMILIAR WITH THE

SITE AND NOTIFY THE ENGINEER IMMEDIATELY IF

ACTUAL CONDITIONS DIFFER THAT MAY AFFECT

SUCCESSFUL CONSTRUCTION OF IMPROVEMENTS.

GDOT STD. 1019A

DROP INLET

TOP: 247.36

INV: 245.36

±16 L.F. OF 4"

HDPE @ 1.00%

SLOPE

300 GAL

CONCRETE TANK

W/ ACCESS PORT

& NO OUTLET

REGRADE DITCH

TO DRAIN.

REGRADE DITCH

TO DRAIN.

LANDFILL TRANSFER STATION REPAIRS

TERMS OF BID / CONTRACT

The undersigned affirms that they are duly authorized to execute this contract, that this bid has been prepared with full knowledge, understanding and meets all requirements of the contents therein. By signing below, Colquitt County Board of Commissioners agrees that this bid for Transfer station repairs, will be awarded to the lowest responsible bidder as dictated in this contract, to the vendor whose name appears below and both parties agree to the terms and conditions contained herein.

Phase 1: Transfer Station concrete repair $________________________________

Phase 2: Loading area - concrete repair $ ___________________________

COMPANY NAME:

MAILING ADDRESS:

PRINTED NAME:

Date:

Bidders Signature

Date:

Colquitt County Board of Commissioners