Project Information

Bid Title

Raised Intersections for Crogan Street at Perry Street and Clayton Street at Pike Street

Issuing Agency

City of Lawrenceville

Location

Georgia

Published Date

Dec 16, 2025

Closing Date

Jan 20, 2026

Government Level

State & Local

Status

Closed

Ref. #

SB013-26

Original Source

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Project Description

Bid Number:	SB013-26
Bid Title:	Raised Intersections for Crogan Street at Perry Street and Clayton Street at Pike Street
Category:	Construction Services Bid Opportunities
Status:	Open

Description: The Lawrenceville Raised Intersections project is located at two (2) intersections, Pike Street and Clayton Street, and Crogan Street and Perry Street, in the heart of Lawrenceville, Georgia. Each intersection has a disturbed area of approximately 0.20 acres. The proposed project includes raising the intersections approximately 6” to have the intersection flush with the surrounding sidewalks. The intent is to raise the intersections while minimizing the disturbance to the existing sidewalks and brick pavers to slow traffic entering the intersections and create a safer environment for pedestrians. All construction operations must be conducted from 9 PM to 5 AM on weekdays. Contractor to follow the Traffic Control Plans and allow moving traffic in the intersections at all times. All construction areas must be temporarily fenced, and pedestrian traffic must be rerouted with appropriate MUTCD signage. Contractor must start construction at Clayton @ Pike intersection and, once it is substantially completed, start at Crogan @ Perry (two mobilizations accounted). The construction staging area is located near 294 W Pike St (near bridge). The quantities shown on sheet 6-01 are for reference only, the quantities on the bidding form are the final and valid for this Contract. Publication Date/Time: 12/15/2025 8:00 PM Closing Date/Time: 1/20/2026 2:00 PM Related Documents: SB013-26 Inv

Attachment Preview

PROJECT MANUAL FOR

SB013-26

RAISED INTERSECTION FOR

CROGAN STREET @ PERRY STREET &

CLAYTON STREET @ PIKE STREET

The drawings, specifications, and other bidding documents of Columbia Engineering and Services, Inc. for

the above mentioned project are provided for your use in offering bids in response to the Owner’s invitation

to bidders. Supplying these documents for bidding purposes does not convey any type of license for copying

or transfer of ownership or intellectual property right, including copyright, to plan holders. No electronic

devices, including photocopy, may be used to copy any part of these documents without the written permission

of the Engineer or other copyright holder.

OWNER

70 S. CLAYTON STREET LAWRENCEVILLE, GA 30046

Prepared by:

Columbia Engineering and Services, Inc.

2862 Buford Hwy Ste 200

Duluth, GA 30096

December 2025

RAISED INTERSECTION FOR

CROGAN ST @ PERRY ST & CLAYTON ST @ PIKE ST

TABLE OF CONTENTS

SECTION

TITLES

PAGES

I.

BIDDING REQUIREMENTS

SECTION 00100 – NOTICE OF BID ............................................................................................................00100-1 to 00100-2

SECTION 00200 – INSTRUCTIONS TO BIDDERS ...................................................................................00200-1 to 00200-6

SECTION 00410 – BIDDING FORM ...........................................................................................................00410-1 to 00410-5

SECTION 00430 – BID BOND......................................................................................................................00430-1 to 00430-2

SECTION 00440 – BIDDER’S QUALIFICATONS .. ..................................................................................00440-1 to 00440-3

SECTION 00480 – NON-COLLUSION AFFIDAVIT ....................................................................................................00480-1

II.

CONTRACT FORMS

SECTION 00520 – SAMPLE CONTRACT FORM.....................................................................................00520-1 to 00520-3

SECTION 00610 – PERFORMANCE BOND...............................................................................................00610-1 to 00610-3

SECTION 00620 – PAYMENT BOND.........................................................................................................00620-1 to 00620-3

SECTION 00630 – CONTRACTOR AFFIDAVIT AND AGREEMENT ...................................................................... 00630-1

III.

CONTRACT CONDITIONS

SECTION 00700 – GENERAL CONDITIONS ..........................................................................................00700-1 to 00700-18

IV

TECHNICAL SPECIFICATIONS:

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 01 00 – SUMMARY OF WORK ..................................................... ...............................01 01 00-1 to 01 01 00-2

SECTION 01 12 00 – CONTRACT RESPONSIBILITIES… ..................................................................................... 01 12 00-1

SECTION 01 25 00 – PROCEDURES FOR CONTRACT MODIFICATIONS ...................................01 25 00-1 to 01 25 00-2

SECTION 01 27 00 – MEASUREMENT AND PAYMENT ................................................................01 27 00-1 to 01 27 00-4

SECTION 01 29 00 – PROCEDURES FOR PAYMENT APPLICATIONS ........................................01 29 00-1 to 01 29 00-3

SECTION 01 31 00 – PROJECT COORDINATION ...........................................................................01 31 00-1 to 01 31 00-4

SECTION 01 31 20 – PROJECT MEETINGS........................................................ ...............................01 31 20-1 to 01 31 20-4

SECTION 01 32 00 – CONSTRUCTION SCHEDULES ....................................... ..............................01 32 00-1 to 01 32 00-2

SECTION 01 32 20 – CONTRACT REPORTING……………………………. ......................................................... 01 32 20-1

SECTION 01 33 00 – SUBMITTALS....................................................................................................01 33 00-1 to 01 33 00-6

SECTION 01 41 00 – REGULATORY REQUIREMENTS……………………… .................................................... 01 41 00-1

SECTION 01 42 00 – DEFINITIONS AND EXPLANATIONS ............................ ..............................01 42 00-1 to 01 42 00-4

SECTION 01 45 00 – QUALITY CONTROL PROCEDURES.............................. ..............................01 45 00-1 to 01 45 00-5

SECTION 01 50 00 – TEMPORARY FACILITIES, CONTROLS & SERVICES. ..............................01 50 00-1 to 01 50 00-5

SECTION 01 51 00 – TEMPORARY UTILITIES ................................................................................01 51 00-1 to 01 51 00-2

SECTION 01 55 26 – TRAFFIC CONTROL ........................................................................................01 55 26-1 to 01 55 26-3

SECTION 01 56 26 – TEMPORARY FENCING………………………………… ..............................01 56 26-1 to 01 56 26-2

SECTION 01 60 00 – PRODUCT REQUIREMENTS AND SELECTION .......... ...............................01 60 00-1 to 01 60 00-3

SECTION 01 63 00 – PRODUCT SUBSTITUTION PROCEDURES..................................................01 63 00-1 to 01 63 00-3

SECTION 01 65 00 – MATERIAL & EQUIPMENT HANDLING & STORAGE .............................01 65 00-1 to 01 65 00-2

SECTION 01 72 00 – FIELD ENGINEERING .....................................................................................01 72 00-1 to 01 72 00-2

SECTION 01 73 00 – CONSTRUCTION EXECUTION .....................................................................01 73 00-1 to 01 73 00-4

SECTION 01 74 00 – CLEANING .......................................................................................................01 74 00-1 to 01 74 00-3

SECTION 01 77 00 – CONTRACT CLOSEOUT .................................................................................01 77 00-1 to 01 77 00-8

SECTION 01 78 20 – OPERATIONS AND MAINTENANCE DATA ................. ..............................01 78 20-1 to 01 78 20-6

SECTION 01 78 40 – WARRANTIES...................................................................................................01 78 40-1 to 01 78 40-4

SECTION 01 81 00 – PROJECT RECORD DOCUMENTS ................................. .............................. 01 81 00-1 to 01 81 00-4

SECTION 01 81 50 – SYSTEM DEMONSTRATION AND TRAINING ...........................................01 81 50-1 to 01 81 50-2

Raised Intersection for Crogan St @ Perry St and Clayton St @ Pike St

TOC-i

TECHNICAL SPECIFICATIONS (Continued)

SECTION

TITLES

PAGES

DIVISION 2 – SITEWORK

SECTION 02 01 00 – MAINTENANCE OF EXISTING CONDITIONS.............................................02 01 00-1 to 02 01 00-2

SECTION 02 41 00 – DEMOLITION ..................................................................................................02 41 00-1 to 02 41 00-6

DIVISION 3 – CONCRETE

SECTION 03 10 00 – CONCRETE FORMING AND ACCESSORIES ...............................................03 10 00-1 to 03 10 00-6

SECTION 03 15 00 – CONCRETE ACCESSORIES ............................................................................03 15 00-1 to 03 15 00-4

SECTION 03 20 00 – CONCRETE REINFORCING............................................................................03 20 00-1 to 03 20 00-4

SECTION 03 30 00 – CAST IN PLACE CONCRETE ........................................................................ 03 30 00-1 to 3 30 00-12

DIVISION 4 – MASONRY

SECTION 04 23 00 – REINFORCED MASONRY ..............................................................................04 23 00-1 to 04 23 00-6

SECTION 04 42 00 – NATURAL THIN STONE VENEER ...............................................................04 42 00-1 to 04 42 00-5

SECTION 04 43 00 – STONE MASONRY ..........................................................................................04 43 00-1 to 04 43 00-4

SECTION 04 72 00 – CAST STONE ...................................................................................................04 72 00-1 to 04 72 00-7

DIVISION 05 – METALS

SECTION 05 73 00 – DECORATIVE METAL RAILINGS.................................................................05 73 00-1 to 05 73 00-5

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

SECTION 07 92 00 – JOINT SEALANTS ............................................................................................07 92 00-1 to 07 92 00-6

DIVISION 10 – SPECIALITIES

SECTION 10 14 53 – TRAFFIC SIGNAGE..........................................................................................10 14 53-1 to 10 14 53-2

DIVISION 31 – EARTHWORK

SECTION 31 11 00 – CLEARING AND GRUBBING .........................................................................31 11 00-1 to 31 11 00-2

SECTION 31 13 00 – TREE PROTECTION.........................................................................................31 13 00-1 to 31 13 00-5

SECTION 31 22 00 – GRADING ..........................................................................................................31 22 00-1 to 31 22 00-8

SECTION 31 23 00 – EXCAVATION AND FILL ...............................................................................31 23 00-1 to 31 23 00-8

SECTION 31 25 00 – EROSION AND SEDIMENTATION CONTROL ............................................31 25 00-1 to 31 25 00-5

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 13 13 – CONCRETE PAVING .......................................................................................32 13 13-1 to 32 13 13-9

SECTION 32 13 73 – CONCRETE PAVING JOINT SEALANTS....................................... ...............32 13 73-1 to 32 13 73-4

SECTION 32 14 16 – BRICK UNIT PAVING .....................................................................................32 14 16-1 to 32 14 16-5

SECTION 32 16 13 – CURB AND GUTTER .......................................................................................32 16 13-1 to 32 16 13-3

SECTION 32 17 23 – PAVEMENT MARKINGS…………………………………………. ................32 17 23-1 to 32 17 23-6

SECTION 32 39 13 – MANUFACTURED METAL BOLLARDS……………………….. .................32 39 13-1 to 32 39 13-4

DIVISION 33 – UTILITIES

SECTION 33 40 00 – STORM SYSTEMS............................................................................................33 40 00-1 to 33 40 00-7

SECTION 33 42 11 – STORMWATER GRAVITY PIPING ............................................................... 33 42 11-1 to 33 42 11-4

SECTION 33 49 13 – STORM DRAINAGE STRUCTURES…………………………… ...................33 49 13-1 to 33 49 13-3

Raised Intersection for Crogan St @ Perry St and Clayton St @ Pike St

TOC-ii

December 15, 2026

NOTICE OF BID

SB013-26 Raised Intersection for

Crogan St @ Perry St and Clayton St @ Pike St

The City of Lawrenceville is soliciting competitive sealed bids from qualified contractors for the Raised

Intersection for Crogan @ Perry and Clayton @ Pike Project. Sealed bids will be received by the

Lawrenceville Finance Department, 70 S. Clayton Street, Main Level, Room M46A, Lawrenceville, Georgia

30046 until 2:00 P.M. local time on Tuesday, January 20, 2026. and then publicly opened and read aloud.

Any bid received after 2:00 P.M. will not be accepted. Bid envelope should be marked on the outside with Bid

Number, name of Bidder, date and time of opening. One unbound original and two (2) copies should be

submitted.

The work to be performed by the Contractor consists of but is not limited to the following:

The Lawrenceville Raised Intersections project is located at two (2) intersections, Pike Street and Clayton

Street, and Crogan Street and Perry Street, in the heart of Lawrenceville, Georgia. Each intersection has a

disturbed area of approximately 0.20 acres. The proposed project includes raising the intersections

approximately 6” to have the intersection flush with the surrounding sidewalks. The intent is to raise the

intersections while minimizing the disturbance to the existing sidewalks and brick pavers to slow traffic

entering the intersections and create a safer environment for pedestrians. All construction operations must

be conducted from 9 PM to 5 AM on weekdays. Contractor to follow the Traffic Control Plans and allow

moving traffic in the intersections at all times. All construction areas must be temporarily fenced, and

pedestrian traffic must be rerouted with appropriate MUTCD signage. Contractor must start construction at

Clayton @ Pike intersection and, once it is substantially completed, start at Crogan @ Perry (two mobilizations

accounted). The construction staging area is located near 294 W Pike St (near bridge). The quantities shown

on sheet 6-01 are for reference only, the quantities on the bidding form are the final and valid for this Contract.

Copies of the Plans, Specifications and Contract Documents may be obtained from the Lawrenceville City

website www.lawrencevillega.org .

A pre-bid conference is scheduled for 10:00 A.M. on January 6, 2026 at Lawrenceville City Hall located at

70 South Clayton Street, 4th floor City Council Chambers, Lawrenceville, GA. 30046. All bidders are urged

to attend.

Questions regarding bids should be directed in writing to Chris Duncan, CPPB, Buyer at

chris.duncan@lawrencevillega.org no later than 3:00 P.M. on January 9, 2026.

City of Lawrenceville Raised Intersection Project

Crogan@ Perry and Clayton@ Pike

NOTICE OF BID

00100-1

Raised Intersection for Crogan St @ Perry St and Clayton St @ Pike St

Notice of Bid -Page 2

Raised Intersection for Crogan St @ Perry St and Clayton St @ Pike St

BID DATE: January 20,2026

Bid Number: SB013-26

Bids are legal and binding upon the bidder when submitted. All bids should be submitted in duplicate.

Bids in the case of Corporations not chartered in Georgia, must be accompanied by proper certification stating

that said Corporation is authorized to do business in the State of Georgia.

No Bidder may withdraw his Bid within ninety (90) days after the actual date of the opening thereof.

Bidder agrees to complete the Contract awarded within the "allowable calendar days for completion" from the

date of the "Notice to Proceed".

A five percent (5%) bid bond must be submitted with the bid. Successful contractor will be required to provide

a one hundred percent (100%) payment and one hundred percent (100%) performance bond as well as an

insurance certificate fulfilling requirements as stated in the bid documents. Surety and insurance companies

must have an AM Best rating of A-5 or greater, be listed in the Federal Registry of Companies holding

Certificate of Authority and acceptable sureties on Federal Bonds, be licensed by the Georgia Insurance

Department and the Georgia Secretary of State to do business in the State of Georgia.

All bonds must be submitted on forms provided by the City of Lawrenceville and agencies providing bonds

and insurance should provide proof that they meet the criteria outlined in the bid and contract documents.

The City of Lawrenceville does not discriminate on the basis of disability in the admission or access to its

programs or activities. The written Bid Documents supersede any prior verbal or written communications

between the parties.

Award will be made to the contractor submitting the lowest responsive and responsible bid. The City of

Lawrenceville reserves the right to reject any or all bids to waive technicalities and to make an award deemed in

its best interest. Bids may be split or awarded in entirety.

Award notification will be sent to companies submitting a bid via email.

We look forward to your bid and appreciate your interest in the City of Lawrenceville.

END OF SECTION 00100

City of Lawrenceville Raised Intersection Project

Crogan@ Perry and Clayton@ Pike

NOTICE OF BID

00100-2

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction

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