Raised Intersections for Crogan Street at Perry Street and Clayton Street at Pike Street
| Location: | Georgia |
|---|---|
| Posted: | Dec 16, 2025 |
| Due: | Jan 20, 2026 |
| Agency: | City of Lawrenceville |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | SB013-26 |
| Publication URL: | To access bid details, please log in. |
| 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 |
|
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
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