Industrial Blvd Culvert Wingwall Replacement .pdf

CITY OF McDONOUGH

MAYOR AND CITY COUNCIL

PROJECT PLANS FOR THE FOLLOWING

CONCRETE BOX CULVERT WINGWALL REPLACEMENT

715 INDUSTRIAL BOULEVARD

MCDONOUGH, GA.

HENRY COUNTY, GA.

COMPILED BY:

Johnson, Mirmiran, & Thompson, Inc.

300 Chastain Center Blvd.

Suite 325

Kennesaw, Georgia 30144

(o) 770-627-3594 c/o David B. Millen, PLS

Project Manager

© 404-804-4571

Email; dbmillen@JMT.com mailto:dbmillen@JMT.com

INDEX

1. COVER SHEET

2. INDEX

3. ADVERTISEMENT FOR BIDS

4. LOCATION SKETCHES

5. PLAN SET

6. PAY ITEM LIST AND QUANTITIES FOR BIDDING

7. SUMMARY CUMULATIVE BID TOTAL

8. GENERAL NOTES

9. CITY OF MCDONOUGH CONTRACT AND BOND REQUIREMENTS

10. GA. STANDARD 9100 FOR TRAFFIC CONTROL NOTES, LEGEND, MISC DETAILS

11. GA. STANDARD 9102 FOR TRAFFIC CONTROL DETAIL FOR LANE CLOSURES ON TWO LANE

ROADWAYS

12. SPECIFICATION SECTION 105 – CONTROL OF THE WORK

13. SPECIFICATION SECTION 109 – MEASUREMENT AND PAYMENT

14. SPECIFICATION SECTION 150- TRAFFIC CONTROL

ADVERTISEMENT FOR BIDS

CONCRETE BOX CULVERT WINGWALL REPLACEMENT

715 INDUSTRIAL BOULEVARD

MCDONOUGH, GA.

HENRY COUNTY, GA.

SEALED BIDS: The Mayor and City Council of McDonough will accept sealed bids for the above described work for the streets listed at the City Hall of City of McDonough Office until 1:00 pm local time on Friday, November 1, 2024. The Bids will be opened @ City Hall, 2nd Floor Conference Room @ 2:00 PM (136 Keys Ferry Street, McDonough, GA 30253) and publicly read aloud at 2:00 pm Friday, November 1, 2024.. No bid may be withdrawn after the closing time for the receipt of bids for a period of sixty (60) calendar days after the bid opening.

PROJECT DESCRIPTION: The proposed construction consists of furnishing all materials and equipment and performing all labor necessary to satisfactorily complete the work described on the streets as listed above. Work being more specifically described in the Contract Bid Documents. All work shall be in accordance with the current up to date Georgia Department of Transportation Standard Specifications and Supplemental Specifications (Latest Editions) and Details and the City of McDonough.

PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS; Plans, specifications and contract documents are available in electronic format, .pdf, from the GA PROCUREMENT REGISTRY in the city of McDonough advertisements. Questions will be received via email to dbmillen@JMT.com or clmoore@JMT.com up to 5:00pm on Monday, October 14, 2024. Questions will be answered and posted in the form of an addendum on the procurement registry site by Thursday October 17, 2024.

BONDS; All bids must be accompanied by a Bid Bond in the amount of not less than 5% (Five Percent) of the Total Base Bid. Performance and Payment Bond, each in the amount of 100% (One Hundred Percent) of the total contract amount, will be required of the successful bidder. Bonds must be written by an acceptable Surety Company licensed to do business in the State of Georgia and listed in the Department of Treasury, Circular 570, latest edition. The Mayor and City Council reserves the right to reject any and/or all bids and to waive the informalities or technicalities or to re-advertise as appropriate.

Mayor and City Council, By; Christy Taylor

City Clerk, City of McDonough mailto:dbmillen@JMT.com mailto:clmoore@JMT.com dbmillen Highlight dbmillen Highlight dbmillen Highlight dbmillen Highlight dbmillen Highlight

MILES

DATE

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

PREPARED BY:

RECOMMENDED FOR

CHIEF ENGINEER

NOTE :

FUNCTIONAL CLASS:

APPROVAL BY:

DESIGN

01-0001

PROJECT DESIGNATION: EXEMPT

0.0375

N/A

0.0375

0.0375

REVISIONS

PLANS COMPLETED - -

DESIGN DATA:

THIS PROJECT IS:

MILES

TOTAL

100% IN CONG. DIST. NO. 10.

0.0000

LOCATION SKETCH

NOT TO SCALE

0.0375

N/A

0.0375

0.0375

0.0000

OVER CAMP CREEK

INDUSTRIAL BOULEVARD

CULVERT

CULVERT WINGWALL REPLACEMENT

715 INDUSTRIAL BOULEVARD

INDUSTRIAL BOULEVARD - LOCAL ROAD

100% IN HENRY COUNTY

TRAFFIC DATA UNAVAILABLE

DESIGN SPEED = 35 MPH

COUNTY CODE 151

HENRY COUNTY -

CITY OF MCDONOUGH

CITY OF MCDONOUGH

THE CONTEXT THEREOF MEANS THE CITY OF MCDONOUGH DEPARTMENT OF

OF PUBLIC WORKS IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

PUBLIC WORKS.

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

WITH THIS DOCUMENT, TO " CITY DEPARTMENT OF PUBLIC WORKS ", "CiTY

PUBLIC WORKS DEPARTMENT ", MCDONOUGH DEPARTMENT OF

PUBLIC WORKS ", " PUBLIC WORKS DEPARTMENT ", OR " DEPARTMENT " WHEN

PUBLIC WORKS, AND SHALL BE DEEMED TO MEAN THE DEPARTMENT OF

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DRAWING No.

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INDEX AND GENERAL NOTES

DESCRIPTION

DRAWING NO.

01-0001 COVER SHEET

03-0001

07-0001

INDEX AND GENERAL NOTES

REVISION SUMMARY SHEET

SUMMARY OF QUANTITIES

QUANTITIES REQUIRED BY AMENDMENT

08-0001 QUANTITIES REQUIRED BY CONSTRUCTION

below.

R

Utilities Protection Center, Inc.

before you dig.

Know what's

Call

DATE

41-0001 8-69GA.STD.3901 BAR BENDING DETAIL

A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT

GENERAL NOTES

GEORGIA STANDARDS

UTILITY OWNER NAME UTILITY TYPE

06-0001

36-0001 TO 36-0004

GA.STD.4960 5-07

GA.STD.4961

41-0002

9-0641-0003

GEORGIA POWER

CULVERT PLANS

CULVERT

WATER

SEWER

GEORGIA POWER

TELECOMMUNICATION

COMCAST TELECOMMUNICATION

CHARTER COMMUNICATIONS

VERIZON TELECOMMUNICATION

OVERHEAD POWER

UNDERGROUND POWER

SOUTHERN COMPANY GAS GAS

HENRY COUNTY WATER AUTHORITY

HENRY COUNTY WATER AUTHORITY

02-0001

INCLUDED IN THE OVERALL BID SUBMITTED.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREVENT ANY SEDIMENTATION WITHIN COUNTY WATERS. THE COST OF THIS SHALL BE

4. ALL WORK WILL BE COMPLETED WITHIN THE EXISTING RIGHT-OF-WAY.

SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

FACILITY, A PERMITTED INERT WASTE LANDFILL OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD SPECIFICATIONS AND

ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE

3. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES OCCURING IN THEM.

NO ADDITIONAL COST TO THE DEPARTMENT.

PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN IN GA SPECIFICATION 201 TO DISPOSE OF EXISTING CULVERT/CONSTRUCTION DEBRIS AT

2. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING CULVERT/CONSTRUCTION DEBRIS WITHIN THE PROJECT'S LIMITS. THE CONTRACTOR SHALL

1. ALL SALVAGEABLE MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR.

TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILSGA.STD.910041-0004

41-0005 GA.STD.9102 TRAFFIC CONTROL DETAILS FOR LANE CLOSURE ON TWO-LANE HIGHWAY

3-06

3-06

TEMPORARY BARRIER (END TREATMENT OPTIONS)

DETAILS OF PRECAST TEMPORARY BARRIERS

REVISION DATES

5/15/2024

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1:40:27 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

02-0001

REVISION

REVISION SUMMARY

DRAWING NO.DATE DATE DRAWING NO. REVISION

REVISION DATES

5/15/2024

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1:40:57 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

03-0001

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

TOTAL

CLASS AA CONCRETE

TOTAL 42 CY

42 SY

TOTAL

SUMMARY OF QUANTITIES - ROADWAY

LS

SUMMARY OF QUANTITIES - CULVERT NO. 1

GRADING COMPLETE

FOUND BKFILL MATL, TYPE II

TOTAL

BAR REINF STEEL

SHORING

LS

STONE DUMPED RIP RAP, TP I, 24 IN

TOTAL 42 SY

TOTAL

PLASTIC FILTER FABRIC

REM CONC CLVT WINGWALL

1 EA

44 CY

5710 LB

TOTAL LS

TRAFFIC CONTROL

TOTAL

TEMPORARY BARRIER

180 LF

TOTAL

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

10 LF

REVISION DATES

5/15/2024

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1:41:31 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

06-0001

DESCRIPTIONDATE UNIT

QUANTITY

ITEM

NO.

REQUIRED BY

ORIGINAL

AMENDMENT

DATE

AMENDMENT

NUMBER

AMENDMENT

QUANTITIES REQUIRED BY AMENDMENT

QUANTITIES (AMENDMENT)

REVISION DATES

5/15/2024

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1:42:45 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

07-0001

DESCRIPTIONDATE UNIT

PREVIOUS

QUANTITY

QUANTITY

ITEM

NO.

REQUIRED ON

QUANTITIES REQUIRED ON CONSTRUCTION

CONSTRUCTION

ORIGINAL

QUANTITIES (CONSTRUCTION)REVISION DATES

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BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

08-0001

DESIGN GROUP APPROVED

D A

T E

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IO

N

S

DRAWING NO.

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DRAWN

SCALE:

CHECKED REVIEWED

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BRIDGE SHEET

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1 INCH WHEN PRINTED FULL SIZE

HENRY COUNTY

JHS

JHS/FRB

INDUSTRIAL BOULEVARD

OVER CAMP CREEK

TBS/BKA

CITY OF MCDONOUGH

DEPARTMENT OF PUBLIC WORKS

MAY 2024

c INDUSTRIAL BLVD.

OF CAMP CREEK

APPROXIMATE LIMITS

FLOW

SHO

ULDER

c CULVERT

LA

NE

12'-0

LA

NE

12'-0

FLOW

OF SCOUR

APPROXIMATE LIMITS

BREAK LINE

APPROXIMATE

OF FAILED FILL SLOPE

APPROXIMATE LIMITS

12'-0 " p

SHO

ULDER

14'-0 " p

O

UT

T O

O

UT

'-0

" p

24'-0 " p p

INSIDE LENGTH

67'-0" p

BARREL # 2

BARREL # 1

GENERAL CULVERT PLAN

DENOTES AREA OF REPAIR

38'-6" p

50^-00'-00", TYP.

1'-0"

OF CAMP CREEK

APPROXIMATE LIMITS

N

TO BE REPLACED

EXISTING WINGWALL

36-0001

AS NECESSARY, TYP.

TEMPORARY SHORING,

NOTES:

DIMENSIONS ARE FROM MEASUREMENTS TAKEN IN FIELD.1.

OF SCOUR

APPROXIMATE LIMITS

NEW WINGWALL

MANHOLE (TO REMAIN)

EXISTING SEWER

(TO BE RELOCATED)

UTILITY POLE

EXISTING OVERHEAD

(TO BE RELOCATED)

AND TELECOMMUNICATION

EXISTING OVERHEAD POWER

ABANDONED SEWER MAIN

PLAN

1" = 10'-0"

(TO BE RELOCATED BY OTHERS)

AND TELECOMMUNICATION

EXISTING UNDERGROUND POWER

(TO BE RELOCATED BY OTHERS)

EXISTING WATER MAIN

(TO BE RELOCATED BY OTHERS)

EXISTING GAS MAIN

FOR ADDITIONAL DETAILS.

SEE GA STD 4960 AND 4961

TEMPORARY PRECAST BARRIER.

SUMMARY OF QUANTITIES

PAY ITEM

NUMBER QUANTITY UNIT PAY ITEM

DESIGN DATA

CONSTRUCTION SEQUENCE

CULVERT REPAIR CONSISTS OF

GENERAL NOTES

NO SCALE

DESIGN SOIL BEARING PRESSURE: ------------------------------------- 3,000 PSF

REINFORCEMENT STEEL: ------------------------------- GRADE 60, o = 60,000 PSI

CONCRETE: CULVERT ----------------------------------- CLASS AA, u = 3,500 PSI

(DESIGNED FOR SEISMIC PERFORMANCE CATEGORY A)

SPECIFICATIONS ------------------------------------ AASHTO 17TH EDITION, 2002

36-0002

EXISTING (OR PROPOSED) UTILITIES

UNDERGROUND TELECOMMUNICATION -------------------------------------- VERIZON

UNDERGROUND TELECOMMUNICATION -------------------------------------- COMCAST

UNDERGROUND POWER ------------------------------------ GEORGIA POWER COMPANY

OVERHEAD TELECOMMUNICATION -------------------------------- CHARTER SPECTRUM

OVERHEAD POWER --------------------------------------- GEORGIA POWER COMPANY

SEWER MAIN ------------------------------------ HENRY COUNTY WATER AUTHORITY

WATER MAIN ------------------------------------ HENRY COUNTY WATER AUTHORITY

7. BACKFILL WALL, REMOVE FLOW DIVERSION, AND REMOVE SHORING.

PLACE THE FILTER FABRIC AND RIPRAP AS SHOWN PER PLANS. 6.

RECONSTRUCT THE NEW WINGWALL PER PLANS. 5.

PLACE TYPE w FOUNDATION BACKFILL MATERIAL AND COMPACT PER PLANS. 4.

REMOVE FAILED WINGWALL AND SEPARATED FILL SLOPE. 3.

PROVIDE TEMPORARY SHORING AS NECESSARY. 2.

DIVERT ALL FLOW INTO BARREL # 1 1.

610-5825 1 EA REM CONC CLVT WINGWALL

603-7000 42 SY PLASTIC FILTER FABRIC

603-2024 42 SY STONE DUMPED RIP RAP, TP q, 24 IN

528-0501 10 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

522-1000 1 LS SHORING

511-1000 5710 LB BAR REINF STEEL

500-3002 44 CY CLASS AA CONCRETE

207-0203 42 CY FOUND BKFILL MATL, TYPE w

CLOSURE ON TWO-LANE HIGHWAY ------------------------- GA. STD. 9102 (3-06)

TRAFFIC CONTROL DETAIL FOR LANE

GENERAL NOTES, STANDARD LEGEND & MISC. DETAILS ------ GA. STD. 9100 (3-06)

TRAFFIC CONTROL-

BAR BENDING DETAILS ------------------------------------- GA. STD. 3901 (8-69)

SCOUR REPAIR -------------------------------------------------- SPECIAL DESIGN

WINGWALL RECONSTRUCTION --------------------------------------- SPECIAL DESIGN

ACTIVITIES SHALL BE INCLUDED IN THE OVERALL BID SUBMITTED.

CREEK SHALL BE PERFORMED IN THE DRY. COST OF CREEK DIVERSION AND DEWATERING

DEWATERING ACTIVITIES - ALL CONSTRUCTION TAKING PLACE WITHIN THE LIMITS OF THE

NECESSARY TO COMPLETE THE WORK.

SAWCUTS, WATERPROOFING, UNDERDRAIN MATERIAL, AND OTHER INCIDENTAL ITEMS

INCLUDES THE COST OF CLEANING AND BENDING OF EXISTING REINFORCEMENT,

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

SALVAGED FOR USE BY THE CITY OF MCDONOUGH.

SALVAGE MATERIAL - NO MATERIAL REMOVED FROM THE EXISTING STRUCTURE SHALL BE

HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.

OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW

THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE

WELDING - ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS THAT HAVE IN

AND RUST BEFORE BONDING INTO NEW CONSTRUCTION.

ON THE PLANS. THOROUGHLY CLEAN EXISTING REINFORCEMENT OF CONCRETE SCALE

CONSTRUCTION IN A MANNER TO PROVIDE THE MAXIMUM LAP POSSIBLE OR AS SHOWN

EXISTING REINFORCEMENT - BEND EXISTING REINFORCEMENT TO BE UTILIZED IN NEW

THE COST OF EPOXY ADHESIVE AND APPLICATION IN THE OVERALL BID SUBMITTED.

CONSTRUCTION, SEE SECTION 886 OF THE GEORGIA DOT SPECIFICATIONS. INCLUDE

CONCRETE SURFACES JUST PRIOR TO POURING THE CONCRETE FOR THE NEXT STAGE OF

EPOXY RESIN ADHESIVE - APPLY EPOXY RESIN ADHESIVE TYPE w TO ALL HARDENED

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

EXISTING CULVERT PLANS - ORIGINAL CULVERT PLANS ARE NOT AVAILABLE.

STD 9102. SEE ROADWAY PLANS FOR TRAFFIC CONTROL PAYMENT.

TRAFFIC CONTROLS - TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH GEORGIA DOT

DOT SPECIFICATIONS.

SUPPLY AND USE THE BARRIER IN ACCORDANCE WITH SECTION 620 OF THE GEORGIA

AND GEORGIA STANDARD NO. 4960 TO PROVIDE FOR 2 - 12'-0" TRAFFIC LANES.

TEMPORARY BARRIERS, METHOD 2 - PLACE TEMPORARY BARRIERS AS SHOWN ON THE PLANS

BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.

TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR

CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE NOTED.

MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.

GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH

REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

DESIGN GROUP APPROVED

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1 INCH WHEN PRINTED FULL SIZE

HENRY COUNTY

JHS

JHS/FRB

INDUSTRIAL BOULEVARD

OVER CAMP CREEK

TBS/BKA

CITY OF MCDONOUGH

DEPARTMENT OF PUBLIC WORKS

MAY 2024

A

T E

R E

V

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DRAWING NO.

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DRAWN

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1 INCH WHEN PRINTED FULL SIZE

HENRY COUNTY

JHS

JHS/FRB

INDUSTRIAL BOULEVARD

OVER CAMP CREEK

TBS/BKA

CITY OF MCDONOUGH

DEPARTMENT OF PUBLIC WORKS

MAY 2024

CULVERT REINFORCING DETAILS

3"

3½"

1½"

( FOR USE IN FOOTING

SECTION A-A

ELEVATION

PLAN

FINISHED GRADE

LENGTH OF WALL

4" I.D. WEEP HOLE

AT 8'-0" O.C. FULL

3"

M

IN

KEY DETAIL

SEE SHEAR

OF WALL

FRONT FACE

TOP OF WALL

STONE CONTAINED IN A

BURLAP BAG TO BE PLACED

AT EACH WEEPHOLE.

FINE AGGREGATE UNDERDRAIN

MATERIAL CONSISTING OF

NO. 10 CONCRETE SAND

MEETING REQUIREMENTS OF

OR OTHER AGGREGATE WITH A

COEFFICIENT OF PERMEABILITY

EQUAL TO 100 TO 500

FEET PER DAY.

GEORGIA DOT SPECIFICATIONS,

SUB-SECTION 801.02 OF THE

18"

1'-6"

A

A

BOTTOM OF FOOTING

472 AT 18"

473 AT 18"

502 AT 6"

1 1'-6"

8'-6"

703 AT 12"

45'-0"

FACE

EXISTING CULVERT

36-0003

45'-0"

T O

P A

N D

B O

T T

O M

A

T

(SHEET 36-0004)

SEE WINGWALL CONNECTION PLAN

CULVERT WALL

INSIDE FACE OF

AND CONTRACTION JOINT )

SECTION AT WEEPHOLES

GROUNDLINE

1'-0"

1'-0"

472 AND 473 AT 18"

502 AT 6" AND 701 AT 12"

3-470

2-474

501 AT 12"

470 AT 18"

EACH FACE

471 AT 18"

471 AT 18" EACH FACE

501 AT 12"

701 AT 12"

1'-0"

(SHEET 36-0004)

SEE WINGWALL CONNECTION PLAN

702 AT 6"

702 AT 6"

703 AT 12"

470 AT 18"

703 BARS AT 12"

702 BARS AT 6"

⅜" = 1'-0", UNLESS OTHERWISE NOTED

2-474

SHEAR KEY DETAIL

50^-00'-00"

60^-00'-00"

NO SCALE

NOTES:

AND BURLAP BAGS SHALL BE INCLUDED IN THE OVERALL BID SUBMITTED.

PAYMENT FOR UNDERDRAIN MATERIAL, NO. 89 OR 789 STONE, MESH SCREEN,2.

MAINTAIN 3" CLEARANCE ON ALL FOOTING REINFORCING.1.

* 1 CU. FT. NO. 89 OR 789

* NO. 8 MESH SCREEN

* CONTINUOUS BLANKET OF

A

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1 INCH WHEN PRINTED FULL SIZE

HENRY COUNTY

JHS

JHS/FRB

INDUSTRIAL BOULEVARD

OVER CAMP CREEK

TBS/BKA

CITY OF MCDONOUGH

DEPARTMENT OF PUBLIC WORKS

MAY 2024

LOCATION

NO.

OF

LOC.

MARK

LENGTH

FT. IN.

NO.

BARS

REQ'D.

T

Y

P

E

AG

B

FT. IN.

C

FT. IN.

D

FT. IN.

E

FT. IN.

F

FT. IN.

H

FT. IN.

J

FT. IN.

K

FT. IN.

N h

FLOW WINGWALL

EXISTING SOUTHWEST

c CULVERT

OF SCOUR

APPROXIMATE LIMITS

TYPE q, 24 IN

RIP RAP

AND PLASTIC FILTER FABRIC

LIMITS OF TYPE q RIP RAP

NEW SOUTHEAST WINGWALL

WINGWALL

NEW SOUTHEAST

OF CAMP CREEK

APPROXIMATE LIMITS

PLASTIC FILTER FABRIC

* 1'-0" MIN

WINGWALL CONNECTION PLAN

SECTION A-A

PLAN OF RIP RAP APRON AT WINGWALL

EAST WALL

BARREL #2

NOTES:

36-0004

REINFORCING SCHEDULE AND RIP RAP DETAIL*

TYPE w FOUNDATION BACKFILL MATERIAL

SCALE: ¼" = 1'-0"

SCALE: ¼" = 1'-0"

CULVERT WALL

INSIDE FACE OF

A

2'-0"

3'-0" p

WINGWALL 1

EVERY 471

400A AT

EVERY 471

400B AT

NEW SOUTHEAST WINGWALL

SHOWN.

TYPE q RIPRAP (24 IN) TO BE PLACED AS MATERIAL AND

FILLED AND COMPACTED WITH TYPE w FOUNDATION BACKFILL

THE UNDERMINED AREA UNDER EXISTING WINGWALL SHALL BE 3.

DETAILS.

SEE SHEET 36-0003 FOR NEW WINGWALL REINFORCING2.

PER MANUFACTURER'S SPECIFICATIONS.

RESIN ADHESIVE TYPE te SHALL BE USED AND INSTALLED

EPOXY DOWEL REBAR INTO EXISTING CULVERT WALL. EPOXY 1.

3-401

3�" 11⅝

400A 4- 3 8 4 2- 0 2- 3 30

400B 3- 5 8 4 1- 2 2- 3 30

401 7- 8 3 1

470 44- 6 21 1

474 44- 2 2 1

501 3- 6 46 3 3- 0 0- 6

473 4- 9 31 1 3- 3 1- 6

702 11- 0 92 1

701 4- 1 46 9 1 3- 3

703 11-10 46 9 1 11- 0

½" = 1'-0", UNLESS OTHERWISE NOTED

50^-00'-00"

60^-00'-00"

EXISTING CULVERT FACE

471 38- 6 16 1 VARIES

472 6- 2 31 1 VARIES

502 6- 2 93 1 VARIES

10 LF CRACK

EXPOY INJECT

10 LF CRACK

EXPOY INJECT

GEORGIA STANDARDSREVISION DATES

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1:48:41 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

41-0001

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1:49:18 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

41-0002

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1:49:57 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

41-0003

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1:51:15 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

41-0004

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1:52:26 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

41-0005

CITY OF McDONOUGH, HENRY CO., GEORGIA

CULVERT WINGWALL REPLACEMENT - 715 INDUSTRIAL BLVD.

Construction to consist of Traffic Control, removal of failed wingwall, shoring up of worksite, placement of filter fabric and foundation material, forming of new wingwall and steel installation and pouring of Class AA Concrete and epoxy seal of existing cracks and installation of rip rap for scour protection.

Proposal Item ID Approximate Unit Price Bid Amount Line No. Quantity & Units Dollars & Cents Dollars & Cents

5 Lump Sum

10 42 CY

15 Lump Sum

20 44 cy

25 5710 lbs

30 Lump Sum

35 10 LF

Description

150-1000 Traffic Control

207-0203 Found. Bkfill Matl, TYPE II

210-0100 Grading Complete

500-3002 Class AA Concrete

511-1000 Bar Reinf. Steel

522-1000 Shoring

528-0501 Epoxy Pressure Injection of Concrete Cracks

40 603-2024 42 SY

Stone Dumped Rip Rap, TP 1, 24 IN

TOTAL BID EST.

CUMULATIVE BID SUMMARY

PLEASE ENTER THE OVERALL BID SUMMARY FOR CONCRETE WINGWALL

REPLACEMENT IN THIS CONTRACT IN THE SPACE PROVIDED BELOW;

1. THE PURPOSE OF THIS DOCUMENT IS FOR THE CULVERT WINGWALL REPLACEMENT AT

715 INDUSTRIAL BOULEVARD, CITY OF McDONOUGH, HENRY COUNTY.

2. ALL WORK AND MATERIALS USED AND PEPRFORMED BY THE CONTRACTOR SHALL MEET

THE RESPECTIVE GDOT STANDARDS, SPECIFICATIONS AND DETAILS. THE CURRENT GDOT

SPECIFICATION BOOK CAN BE FOUND AT THE FOLLOWING LINK BELOW;

http://www.dot.ga.gov/PartnerSmart/Business/Source/specs/DOT2013.pdf

3. ALL WORK WILL BY MEASURED IN PLACE AND PAID PER EACH RESPECTIVE PAY ITEM.

4. ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

DOCUMENTS, DRAWINGS OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

WITH THIS DOCUMENTS THAT REFER TO THE GEORGIA DEPT. OF TRANSPORTATION

SHALL BE DEEMED “CITY OF McDonough”.

5. ALL REFERENCES IN THIS DOCUMENT TO THE “ENGINEER” AND/OR “INSPECTOR” SHALL

BE DEEMED “CITY OF McDONOUGHS ENGINEERING/INSPECTION REPRESENTATIVE” WHO

IS JMT CONSULTING CONSULTING.

6. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN

ANY WAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OLTHER

MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE

OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY,

ARE NOT GUARANTEED AND DO NOT BIND TALBOT COUNTY IN ANY WAY. THE

ATTENTION OF THE SUCCESSFUL BIDDER IS SPECIFICALLY DIRECTRED TO GDOT

SPECIFICATION SECTION 102.04, 102.05 AND 104.03.

7. SELECTED GEORGIA STANDARDS HAVE BEEN ADDED TO THE PLANS FOR THE

CONTRACTORS USE AND INFORMATION. IF LARGER COPIES ARE NEEDED, REFER TO THE

GDOT WEBSITE.

http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/Allit ems.aspx

8. ALL DRAINAGE STURCTURES WITHIN THE LIMITS OF EACH ROADWAY WILL BE

MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. ANY DEBRIS THAT GOES

INTO DRAINAGE STRUCTURES AND/OR DITCHES WILL BE REMOVED AND CLEANED OUT

AT NO ADDITIONAL COST TO TALBOT COUNTY.

9. RESTRIPE ALL EXISTING ROADWAY MARKINGS AT EXISTING LOCATIONS ON ROADWAY

AND AS CURRENTLY MARKED WITH THE EXCEPTIONS OF CROSS-WALKS REFERENCE

PAVEMENT MARKING DETAILS AND NOTES IN THE PLANS FOR LOCATING EDGE LINES.

http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAnd

10. THERE IS NO SUITABLE LOCATION TO BURY ANY EXISTING CONSTRUCTION DEBRIS, SUCH

AS BROKEN UP PAVEMENT AND/OR CONCRETE, BASE AND SUBGRADE MATERIAL

REMOVED DURING THE EXISTING WINGWALL REMOVAL OPERATION, WITHIN THE

PROJECT LIMIITS. THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED

SITE TO DISPOSE OF THE EXISTING CONSTRUCTION DEBRIS AT NOT ADDITIONAL COST TO

THE CITY OF McDONOUGH.

11. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ANY UTILITY

COMPANIES THAT MAY BE IMPACTED BY ANY OF THE WORK PRESCRIBED IN THIS

CONTRACT. THE CONTRACTOR SHALL NOTIFY SAID UTILITY COMPANY(S) A MNIMUM OF

30 DAYS IN ADVANCE OF BEGINNING WORK IN ORDER FOR UTILITY COMPANIES TO BEGIN

CLEARING ANY CONFLICTS WITH THE SCHEDULED WORK.

12. THERE ARE NO ADDITIONAL ENVIRONMENTAL RESOURCE IMPACTS INCLUDED IN THE

PROJECT.

13. THIS PROJECT DOES NOT REQUIRE A NOI.

14. FINAL ACCEPTANCE BY THE CITY OF MCDONOUGH WILL NOT OCCUR UNTIL ALL WORK

HAS BEEN SATISFACTORILY COMPLETED, FINAL INSPECTION COMPLETED AND ALL

PUNCHLIST WORK NOTED AS A RESULT OF SAID FINAL INSPECTION COMPLETED AND

FINAL PAYMENT MADE TO THE CONTRACTOR

15. IF A PUNCH LIST IS DEVELOPOED FROM THE FINAL INSPECTION, THE CONTRACTOR WILL

HAVE 2 WEEKS TO COMPLETE SAID PUNCHLIST TO THE SATISFACTION OF THE CITY OF

MCDONOUGHS REPRESENTATIVE. FINAL ACCEPTANCE WILL OCCUR ONCE FINAL

PAYMENT IS MADE.

16. COMPLETION OF ALL PAY ITEMS FOR THIS CONTRACT SHALL BE COMPLETED WITHIN 6

MONTHS OF THE NOTICE TO PROCEED BEING ISSUED TO THE CONTRACTOR.

CITY OF MCDONOUGH, GEORGIA

INVITATION TO BID

BID # 2024-XX

FOR

Culvert Wingwall Replacement 715 Industrial Boulevard

For all questions about this Bid contact: William VonDenBosch, Highways &

Street Supervisor wvondenbosch@mcdonoughga.org

404-276-6979 / 770-957-3915

Questions: Deadline Monday, October 14, 2024

Bids Due: 1:00pm Friday, November 1, 2024 mailto:gbrown@mcdonoughga.org dbmillen Highlight dbmillen Highlight dbmillen Highlight dbmillen Highlight dbmillen Highlight

Table of Contents

SECTION I – BID INFORMATION

1.1 Purpose

1.2 Schedule

1.3 Scope of Work

1.3.1 General

1.3.2 Resurfacing and Striping Requirements

1.3.3 Traffic Control Requirements

1.4 Additional Packaging. Submission Requirements

1.5 Evaluation Criteria

SECTION II – COMMUNICATION OF INFORMATION

2.1 Restrictions on Communications with Staff

2.2 Public Disclosure and Proprietary Information

SECTION III – OVERVIEW AND PROCEDURES

3.1 Company Background & Experience

3.2 References

3.3 Bid

3.3.1 Bid Requirements

3.3.2 Packaging of Bid

3.3.3 Submission of Bid

3.3.4 Alternate Bid Documents

3.3.5 Additional Information/Addenda

3.3.6 Withdrawal of Bid

3.3.7 Late Submittal, Late Modifications & Late Withdrawals

3.3.8 Minimum Bid Acceptance Period

3.3.9 Rejection/Cancelation/Award of Bids

3.3.10 Cost Incurred By Bidders

3.3.11 Bid Opening

3.3.12 Award of Contract

3.3.13 Inspection and Acceptance of Equipment

3.4 Statement of Experience and Qualifications

3.5 Non-Collusion Affidavit

3.6 Hold Harmless and Indemnification

3.7 Bid Bonds (Bid. Performance, Payment)

SECTION IV – OTHER GENERAL SPECIFICATIONS

4.1 Vendor’s Invoice

4.2 Tax Liability

4.3 Payment

4.4 Estimated Quantities

4.5 Assignment or Novation of Contract

4.6 Termination for Cause

4.7 Changes

4.8 Reporting Disputes

SECTION V – INSURANCE REQUIREMENTS

5.1 Standard Insurance Requirements

5.1.1 Commercial General Liability

5.1.2 Business Automobile Liability

5.1.3 Umbrella Coverage

5.2 Other Insurance Provisions

5.2.1 All Coverage

5.2.2 Commercial General Liability & Automobile Liability Coverage

5.2.3 Workers’ Compensation & Employers’ Liability and Property Coverage

5.2.4 Deductibles and Self Insured Retention

5.2.5 Acceptability of Insurer

5.2.6 Verification of Coverage

5.2.7 Commercial General Liability & Automobile Liability Coverage

SECTION VI – GEORGIA SECURITY AND IMMIGRATION COMPLIANCE ACT

6.1 Contractor Affidavit

6.2 Subcontractors

6.3 S.A.V.E

SUBMITTAL SECTION

Bid Response Acknowledgment

Price Submittal

References

Bid Bond Performance Bond

Payment Bond

1.1. PURPOSE

The City of McDonough (City) is seeking bids from qualified organizations to provide materials, equipment, labor and services necessary (including traffic control) for a culvert wingwall replacement at 715 Industrial Boulevard.

1.2. SCHEDULE

This Invitation to bid will be governed by the following schedule:

DATES

Release of Request : October 1, 2024

Questions due: Monday, October 14, 2024 Bids due: 1:00pm on November 1, 2024

Public opening yes;

Location: ……….City Hall, 2nd Floor Conf. Rm @ 2:00 PM November 1, 2024 (136 Keys Ferry Street, McDonough, GA) Bonds required yes, performance, payment (see section3.7)

* The purpose of this meeting will be to provide those interested with an oral presentation of the City’s requirements and to allow for the presentation of questions. Attendance to the pre-bid meeting is not mandatory. No other meeting is planned.

1.3. SCOPE OF WORK

The purpose of these specifications is to detail the requirements for the culvert wingwall replacement at 715 Industrial Boulevard. All work as described in the technical specifications is subject to inspection by the City of McDonough Public Works Department or their Engineering representative, JMT Consulting. All work shall be done in accordance with the laws of the State of Georgia and shall meet or exceed the Georgia Department of Transportation’s Standard Specifications for the Construction of Roads and Bridges, latest edition and any amendments thereto.

1.3.1. GENERAL

1.3.1.1. SCHEDULE: All work shall be commenced within fifteen (30) days of the Notice to Proceed and shall be completed within ninety (90) calendar days thereafter, unless otherwise specified.

dbmillen Highlight dbmillen Highlight dbmillen Highlight dbmillen Highlight dbmillen Highlight

1.3.1.2. QUANTITIES: The quantities shown are approximate and may be increased or decreased as required to satisfy the needs of the City. Any changes in the quantities are to be billed and paid for at the unit prices of the final contract.

1.3.1.3. WORK ORDER CHANGES: The City, without invalidating any contracts awarded based on this Invitation to Bid, may order changes within the general scope of the services required to complete the work, by altering, adding to and/or deducting from the services to be performed. If any changes under this clause cause an increase or decrease in the Bidder’s total cost of or time required for, the performance of any part of the work, an equitable adjustment shall be made by mutual agreement and the Contract shall be modified in writing accordingly. All such work order changes shall be in writing.

1.3.1.4. WARRANTY: The warranty period shall be for a one (1) year minimum from the date of final acceptance by the City. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Bidder also certifies that the services to be rendered pursuant to this Invitation to Bid shall be performed in accordance with the standards customarily provided by an experienced and competent professional rendering the same or similar services.

1.3.1.5. PENALTIES: The City will assess a $250/per day penalty after the ninety (90) day period has expired.

1.3.1.6. The successful bidder shall not subcontract, transfer, assign, or otherwise dispose of the contract or any portion thereof, without the written consent of the City.

1.3.2. RESURFACING AND STRIPING REQUIREMENTS

1.3.2.2. The Successful Bidder shall be responsible for the clearing of right-of-way obstructions (if any) as part of the work to be performed.

1.3.2.3. Any striping shall be in accordance with the specifications of the Georgia Department of Transportation and the Manual of Uniform Traffic Control Devices for Streets and Highways (MUTCD).

1.3.2.4. The Successful Bidder shall maintain safe and continuous vehicular access at all times, unless otherwise approved by the City of McDonough. The Contract shall provide all necessary signage and traffic control devices.

1.3.2.5. The City’s project manager will be available to meet on site to discuss any special instructions or potential problems prior to the beginning of the job. They shall also inspect the job site upon completion to ensure all work meets the specifications.

1.3.3. TRAFFIC CONTROL REQUIREMENTS

1.3.3.1. The Successful Bidder shall provide, erect and maintain all necessary barricades, suitable and sufficient lights and other traffic control device: shall provide qualified flagmen where necessary to direct traffic; shall take all necessary precautions for the protection of the work and safety of the public.

1.3.3.2. Construction traffic control devices and their installation shall be in accordance with the Georgia Department of Transportation and the Manual of Uniform Traffic Control

Devices for Streets and Highways (MUTCD).

1.3.3.3. Placement and removal of construction traffic control devices shall be coordinated with Griffin Public Works and Utilities and/or Department of Transportation a minimum of 48 hours in advance. Placement of construction traffic control devices shall be scheduled ahead of associated construction activities.

1.3.3.4. Construction time in street right-of-way shall be conducted to minimize the length of time traffic is disrupted.

1.3.3.5. Construction traffic control devices used intermittently, such as “flagman ahead”, shall be removed and replaced when needed. When working within State or City Highway right-of-ways, provide trained and certified flagmen who have completed a training program approved by the Georgia Department of Transportation.

1.3.3.6. Existing permanent traffic control devices within the construction work zone shall be protected from damage due to construction operations. All permanent traffic control devices requiring temporary relocation due to construction shall be located as near as possible to their original position. Their original position shall be measured for permanent reference points and recorded in a permanent log prior to relocation. Temporary locations shall provide the same visibility to affected traffic as the original position. Relocated permanent traffic controls devices shall be reinstalled in their original positions as soon as possible following construction in the affected location.

1.3.3.7. Construction traffic control devices shall be maintained in good repair, clean and visible to affected traffic for daytime and nighttime operation. Traffic control devices affected by the construction work zone shall be inspected daily.

1.3.3.8. Construction warning signs shall be black legend on an orange background. Construction sign panels shall meet the minimum reflective requirements of the Department of Transportation. Sign panels shall be of durable materials capable of maintaining their color, reflective character, and legibility during the period of construction.

1.3.3.9. No highway, road, or street shall be closed to traffic without authorization from the proper authority.

It shall be the contractor’s responsibility to determine the exact requirements of the authority having jurisdictions over the right-of-way and no extra compensation will be allowed the contractor for meeting such requirements.

1.4. ADDITIONAL PACKAGING/SUBMISSION REQUIREMENTS

The following information and/or documents MUST be included with the bidder’s response:

a. ___ Information/Cover Page (supplied)

b. ___ Bid Response Acknowledgement sheet (supplied)

c. ___ Summary Pricing Sheet (supplied)

d. ___ References Sheet (supplied)

e. ___ Company Registration paperwork *

- Vendor Registration (supplied),

- Vendor Affidavit (E-Verify) (supplied),

- SAVE Affidavit (supplied),

- Copy of a ‘secure & verifiable’ document (i.e. drivers’ license) new requirement as of 1/1/12,

- W-9 (supplied),

- Tax Compliance Form (supplied).

* NOTE: Only ONE original and no copies of the company registration paperwork is required. This should be submitted separately from but included with the original in order to maintain the security and privacy of the registration documents.

1.5. EVALUATION CRITERIA

The basis of selection will be the best evaluated bid considering price and/or ability to meet the City’s specifications and requirements, prior Bidder performance, financial solvency, experience, customer references, and the capability of the Bidder to provide the service. Other considerations of particular importance include, but are not limited to:

- Responsiveness to the RFP –

- Understanding of the requested work –

- Experience, resources and qualifications of the organization –

- Resources available and assigned to complete the project (equipment/personnel) –

- Defined work plan for the defined scope –

- Proposed schedule –

- Value added services and/or options –

- Compatibility with existing infrastructure -

At the City’s discretion, a short list of the most qualified bidders may be compiled during the evaluation process and additional information regarding their bids may be, either in writing or in a presentation and interview session. The City reserves the right to request product demonstrations or to conduct site visits to assess installations similar to the one proposed.

The City reserves the right to accept the BEST-EVALUATED BID as deemed by the Evaluation Committee, which may or may not be the lowest monetary bid.

REQUESTS FOR PROPOSAL, INVITATIONS TO BID

GENERAL PROVISIONS

This section reviews the general terms and conditions. Any bid-specific information noted in Section I or in the

Specifications & Response Section will take precedence.

2. SECTION II – COMMUNICATION OF INFORMATION

All information, notices and addenda regarding this Bid shall be posted on the City’s website. It is the bidder’s responsibility to check the site on a regular basis in order to confirm they have the most current information before submitting a response. Subsequent to the bid opening, all status notices will also be posted on the City’s website.

2.1. RESTRICTIONS ON COMMUNICATIONS WITH STAFF

All questions about this bid must be submitted in the following format: Company Name -- Question -- Citation of relevant section of the bid

All questions regarding specification/technical issues must be in writing to William VonDenBosch, Public Works Director:

Address: William VonDenBosch

Public Works Department

City of McDonough

136 Keys Ferry Street, McDonough, GA, 30253

Email: wvondenbosch@mcdonoughga.org

No questions not in writing will be accepted. No response other than in writing will be binding upon the City. Questions will be combined into one list of questions and responses and will be posted as an addendum.

From the issue date of this request until an award has either been made or deemed closed for other reasons, institutions or individuals providing submissions are not permitted to communicate with members of the commission, the evaluation team or City employees with regard to the purpose or intent of this document. The City reserves the right to reject the submission of the offending bidder if this provision is violated.

Any updates or changes to this and related documents will be posted on the City’s website. The current status values are:

OPEN (close date has not been reached); EVALUATON (under review by the evaluation committee); NO AWARD (reason will be attached); NOIA (“Notice of Intent to Award”, recommendation for the award) and AWARD (Tally of bid submissions or related documents will be published at this time).

2.2. PUBLIC DISCLOSURE AND PROPRIETARY INFORMATION

All bids and any other public record with respect to solicitation shall be subject to public inspection, upon request, after the posting of the Notice of Intent to Award (NOIA) or Notice of Award (NOA). This is being done in order to protect the integrity of the procurement process unless otherwise required by law. For any Open Records requests, the City may assess fees for the costs of producing these public records as permitted by the Georgia

Open Records Act. Exceptions to the availability of information include 1) bona fide trade secrets meeting confidentiality requirements that have been properly marked and documented; 2) matters involving individual safety as determined by the City; 3) company financial information requested by the City to determine vendor responsibility; and 4) other constitutional protections. All documents that are to be proprietary and confidential are to be clearly marked as such. Information received in response to this request will become the property of the

City and will not be returned. If a proposer feels that any information is confidential or proprietary in nature, the proposer must prominently mark and initial such information as “PROPRIETARY INFORMATION”. The City will not release or divulge such information to third parties without the consent of the Proposer unless required to do so by applicable law or order a court of competent jurisdiction.

3. SECTION III –OVERVIEW AND PROCEDURES

3.1. COMPANY BACKGROUND & EXPERIENCE

Bidders that have not contracted with the city in the past 2 years should provide a list of clients for whom similar services, as detailed in this bid, have been provided during the past 3-4 years. References must be for the organization or person submitting the bid. Subcontractor’s references are not acceptable.

The list must include:

Dates of service

Name of contact person Title of contact person

Phone number of contact person

The Bidder will also disclose any services terminated by the client(s) and the reason(s) for termination. Failure to provide this information will disqualify the bid submission.

3.2. REFERENCES

References should be for historical projects of similar size and scope. Details regarding these references are noted on the Reference page.

3.3. BID

3.3.1. BID REQUIREMENTS

By submitting a bid response, Bidders agree to be bound by the legal requirements and contract terms and conditions contained in this document. Any contracts or leases resulting from the award of a Bid are to be for a period of not more than one year, with up to four renewal options for a total period not to exceed five years. Any exceptions to this policy must be noted and agreed to by both parties in writing, prior to the issuance of the

Notice of Award.

3.3.2. PACKAGING OF BID

Submissions must be by the following method:

No e-mail, fax or scanned submissions will be accepted. Hard copies are to be submitted in a sealed package containing an original and two copies for a total of three (3) signed responses. The sealed package must be labeled on the outside as follows:

(Bidder Name)

BID # (Bid Number)

(Bid Title)

Bidder response to this bid must consist of the following documents in addition to any bid-specific information requested:

Pricing

Schedule of proposed work (when applicable), Completion Schedule (when applicable), Notarized Contractor Affidavit and Agreement (E-Verify; required), Notarized Subcontractor Affidavit (required when applicable), Notarized S.A.V.E. Affidavit (required), W-9 (required), Tax Compliance Form, Reference list of three (3) projects - Attached.

Vendor Registration form – Form is also available on City’s website.

3.3.3. SUBMISSION OF BID

The original and two (2) copies of the bid response must be delivered to the Purchasing City Clerk no later than the time and date specified in Section I. Any bid received after stated time or delivered to department other than Purchasing will not be accepted. The City of McDonough will not be responsible for any responses not received by the Purchasing Department prior to the deadline.

Bids must be submitted to:

City of McDonough Attention: Christy Taylor, City Clerk

136 Keys Ferry Street

McDonough, GA 30265

3.3.4. ALTERNATE BID DOCUMENTS

Documents prepared by the City must be used for the submission of Bid Response. Alternate bids or bids that deviate from the requirements of this solicitation will not be considered. Bidders shall not insert in their submission any written statement which will have the effect of making any material change or changes in the

Scope of Services or in any contract between the parties covering the subject matter thereof.

3.3.5. ADDITIONAL INFORMATION/ADDENDA

The City will issue responses to inquiries and any other corrections or amendments it deems necessary in written addenda issued prior to the bid opening date. Bidders should not rely on any representations, statements, or explanations other than those made in this Invitation to Bid and its’ addendums. Where there appears to be a conflict between the Invitation to bid and any addendum issued, the last addendum issued will prevail.

Bidders must acknowledge any issued addendum. Bids which fail to acknowledge the bidder’s receipt of any addendum will result in the rejection of the bid if the addendum contains information which substantively changes the Owner’s requirements.

3.3.6. WITHDRAWAL OF BID

A bidder may withdraw his bid before the submittal deadline without prejudice to the bidder by submitting a written request of withdrawal to the Purchasing Coordinator.

3.3.7. LATE SUBMITTAL, LATE MODIFICATIONS & LATE WITHDRAWALS

Bid submittals received after the bid opening date and time will not be accepted. Modifications received after the bid opening date will not be considered. The City assumes no responsibility for the premature opening of a bid not properly addressed and identified or not delivered to the proper designation.

3.3.8. MIMINUM BID ACCEPTANCE PERIOD

Bids shall be valid and may not be withdrawn for a minimum period of 60 days from the date specified for receipt of bids. Bidders will be asked for an ‘expiration date’ for the bid submitted, when appropriate. This does not impact the contract price once a bid has been awarded.

3.3.9. REJECTION/CANCELATION/AWARD OF BIDS

The City reserves the right to:

a) reject any and all submittals received outside the time/place stated in the notice.

b) reject any submittals which show omissions, irregularities, alteration of forms or unsolicited responses.

c) waive any technicalities or formalities of the bids.

d) reject any or all bids or any part thereof.

e) obtain clarification on any point in a respondent submittal or obtain additional information.

f) accept the bid that is in the best interest of the City, regardless of whether or not it is the lowest bid;

g) award the bids received on the basis of individual items or on the entire list of items.

3.3.10. COST INCURRED BY BIDDERS

All expenses involved with the preparation and submission of the bid to the City, or any work performed in connection therewith, is the responsibility of the bidder(s).

3.3.11. BID OPENING

All bids will be opened on the pre-determined bid opening date. The bid details and related documents will not be publically announced or reviewed at the bid opening; they will be turned over to an evaluation committee. No awards will be made or implied at this time. The Status field on the City’s website will be updated following any change in the Bid process. Refer to section 2.1 for details regarding this Status. Any bid-specific exceptions to the ‘non-public opening’ will be noted in the Schedule (section 1.2).

3.3.12. AWARD OF CONTRACT

Award will be made to the responsible bidder whose bid is responsive to the terms of this Invitation to Bid and is most advantageous to the City. The quality of the articles to be supplied, conformity with the specifications, their suitability to the requirements, the delivery terms and other criteria, as well as price, will be considered.

3.3.13. INSPECTION AND ACCEPANCE OF EQUIPMENT

Where applicable, all items bid and furnished must be completely new, free from defects and operate as intended unless otherwise specified in writing. Discontinued, remanufactured or demonstrator items will not be accepted.

The manufacturer’s standard warranty shall be identified, and copies of the warranties are to be presented upon request. In addition, all items supplied shall comply with all Federal and State regulations, applicable and effective on the date of acceptance. All items must meet or exceed all existing Federal, State and Local health, safety, lighting, emissions, and noise standards.

The City reserves the right to inspect and test any equipment being offered in the bid prior to making any award.

The City may also request a demonstration or site visit for evaluation purposes. The equipment delivered under this bid shall remain the property of the seller until a physical inspection of the equipment is made and accepted by the City. In the event that the equipment supplied to the City is found to be defective or does not conform to the City’s specifications, the City reserves the right to cancel the order upon written notice to the seller and to return the equipment to the seller at the seller’s expense.

3.4. STATEMENT OF EXPERIENCE AND QUALIFICATIONS

The bidder may be required, upon request, to prove to the satisfaction of the City that he/she has the skill and experience and the necessary facilities and ample financial resources to perform the contract(s) in a satisfactory manner and within the required time. If the available evidence of competency of any bidder is not satisfactory, the response of such bidder may be rejected. The City reserves the right to request clarifications of any response or to conduct discussions for the purpose of clarification. Any clarifications made as a result of these discussions are to be provided in writing.

3.5. NON-COLLUSION AFFIDAVIT By submitting a bid, the bidder represents and warrants that such bid is genuine and real and not made in the interest or on behalf of any person not therein named. It is further warranted that the bidder has not directly or indirectly solicited any other bidder to put in a sham bid, or any potential bidder to refrain from submitting and that the bidder has not in any manner sought by collusion to secure any advantage over any other bidder. By submitting a bid, the bidder represents and warrants that no official or employee of City has, in any manner, an interest directly or indirectly in the bid or in the contract which may be made under it, or in any expected profits to arise there from. It is further warranted that the bidder is independent of the City.

3.6. HOLD HARMLESS AND INDEMNIFICATION

The Bidder agrees, insofar as it legally may, to indemnify and hold harmless the City, its officers, employees and agents from and against all loss, costs, and expenses, including attorneys' fees, claims, suits and judgments in connection with injury to or death of any person or persons or loss of or damage to property resulting from any and all operations performed by Bidder, its officers, employees, and agents under any of the terms of this contract.

3.7. BID BONDS (Bid, Performance, Payment)

For any bid as required and noted in Section 1 of this bid document, a one hundred percent (100%) Performance bond and a one hundred percent (100%) Payment bond shall be furnished payable to, in favor of, and for the protection of the City. When Bid bonds are required, they must be in a sum equal to five percent (5%) of the total amount of the bidder’s response and may be in the form of a surety issued bond or cashier’s check made payable to the City of McDonough.