5 SPECIAL PROVISION.docx
DOCX document 574 KB Posted
- Attached to
- RESURFACING OF LAKEVIEW DR, BROAD ST, CEDAR DR, BLUE JAY CT, QUAIL RIDGE DR, WOODPECKER LN, STAPLER
- Solicitation number
- PE-66298-NONST-2026-000000002
- Issued by
- Barrow County, Georgia
About this file
This is a Special Provisions document for a resurfacing project issued by the City of Nicholson, Georgia. The project encompasses approximately 3.14 miles of recycled asphaltic concrete resurfacing and road repair across ten streets: Lakeview Drive, Broad Street, Cedar Drive, Blue Jay Court, Quail Ridge Drive, Woodpecker Lane, Stapler Drive, New Hope Drive, Peach Street, and James Maxwell Road (patch and cul-de-sac paving). Sealed bids for furnishing all materials, labor, tools, equipment, and appurtenances are due by 9:00 a.m. on April 23, 2026, at the City of Nicholson Office. The project schedule includes a question deadline of April 15, 2026, at 3:00 p.m., with answers provided by April 20, 2026, at 5:00 p.m. Work shall be completed in accordance with Plans, Special Provisions, and the latest edition of GDOT Standard Specifications, applicable Supplemental Specifications, and the Manual on Uniform Traffic Control Devices (MUTCD). The work will be awarded as a single contract.
The special provisions establish specific contractor responsibilities including material testing and mix design approval, shoulder filling completion within 30 days of resurfacing completion, positive drainage maintenance throughout the project, and furnishing and installing traffic control signs per MUTCD standards. The contractor must provide all shoulder filling material, load and haul it to the worksite, and remove displaced shoulder material to an approved off-site disposal location at contractor expense. Asphalt striping shall use reflectorized high-build paint with thermoplastic for hand markings. The City of Nicholson reserves the right to shut down work immediately if equipment is inappropriately sized, insufficient, or detrimental to quality. Additional special provisions address driveway paving per engineer details, pre-resurfacing patching, drainage structure maintenance, and proper roller patterns and equipment sizing per GDOT specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| 5 ROADWAY TYPICAL ASPH _STAPLER_PEACH.docx | DOCX document | |
| 6 SEC 415_ogi.pdf | ||
| 6 SEC 652.pdf | ||
| 5 ROADWAY TYPICAL ASPH_JAMES MAXWELL_NEW HOPE.docx | DOCX document | |
| 6 SEC 162_165.pdf | ||
| 1COVER SHEET.doc | DOC document | |
| 5_F 150.pdf | ||
| AGREEMENT.doc | DOC document | |
| 5 ROADWAY TYPICAL ASPH_BROAD ST.docx | DOCX document | |
| E_verify affidavit.pdf | ||
| 5_B ss105.pdf | ||
| 5_A104.pdf | ||
| 6 SEC 400.pdf | ||
| 5 BID FORM.doc | DOC document | |
| i_9 2027.pdf | ||
| 5 Nicholson Roads PAVING MAP.pdf | ||
| BID BOND.doc | DOC document | |
| 5_E ss109.pdf | ||
| Security and Immigration AFfidavit.doc | DOC document | |
| 5_D ss108.pdf | ||
| 5 ROADWAY TYPICAL ASPH.docx | DOCX document | |
| 4 Instruction to Bidder.doc | DOC document | |
| CITY OF NICHOLSON.docx | DOCX document | |
| Corporate Certification.doc | DOC document | |
| 5_C ss107.pdf |
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Text version
CONTRACT SPECIFIC SPECIAL PROVISIONS
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL TESTING AND MIX DESIGNS AND PROVIDING APPROVED JOB MIX FORMULAS FOR ALL ASPHALT. ALL TESTING FREQUENCIES AND METHODS MUST MEET THE MINIMUM REQUIREMENTS SET FORTH IN THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SAMPLING TESTING AND INSPECTION GUIDELINES.
2. GRADING COMPLETE- ALL SHOULDER FILLING ACTIVITIES WILL BE INCLUDED AND PAYED FOR AS PART OF GRADING COMPLETE. THIS WILL INCLUDE MATERIAL PLACEMENT AND ALL BMP’S(DAILY STABILIZATION, FIBER BONDED MATRIX, PERMANENT GRASSING, ETC.). SHOULDER FILLING SHALL BE COMPLETED WITHIN 30 DAYS AFTER COMPLETION OF RESURFACING ROADWAY.
3. GRADING COMPLETE- GAB PREP WORK ON NEW HOPE DR AND JAMES MAXWELL RD WILL BE COVERED UNDER GRADING COMPLETE.
4. SHOULDER FILLING- MATERIAL WILL BE PROVIDED BY CONTRACTOR. CONTRACTOR WILL BE REQUIRED TO LOAD AND HAUL TO WORKSITE.
5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT PROJECT ENSURING ALL BMP’S ARE IN PLACE.
6. DRIVEWAYS WILL BE PAVED ACCORDING DETAILS BELOW OR AS DIRECTED BY ENGINEER.
7. PERFORM ALL PATCHING AS DIRECTED BY ENGINEER, PRIOR TO LEVELING AND RESURFACING OPERATIONS.
8. ALL DRAINAGE STRUCTURES WITHIN THE LIMITS OF THE PROJECT WILL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
9. CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLING
“LOW/SOFT SHOULDER” AND “ROAD WORK AHEAD” SIGNS PER MUTCD AND SECTION 150, BEFORE ANY WORK BEGINS. LOW/SOFT SHOULDER SIGNS WILL BECOME PROPERTY OF CITY AT END OF PROJECT.
10. REFLECTORIZED HIGH BUILD PAINT WILL BE USED TO STRIPE ROADWAY AND THERMOPLASTIC SHALL BE USED FOR HAND MARKINGS.
11. IN PREPARATION OF THE ROADWAY PRIOR TO RESURFACING, BLADE THE EXISTING SHOULDERS NO LOWER IN ELEVATION THAN THE EXISTING PAVEMENT OR SHOULDER. SHOULDER MATERIAL DISPLACED BY THE CLEANING OPERATION PRIOR TO RESURFACING SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED DISPOSAL SITE OFF COUNTY/CITY RIGHT-OF-WAY OR AS DIRECTED BY ENGINEER. THE COST OF THIS WORK SHALL BE INCLUDED IN THE OVERALL BID PRICE.
12. CONTRACTORS ARE EXPECTED TO HAVE APPROPRIATELY SIZED EQUIPMENT FOR THE CONTRACT AND SUFFICIENT NUMBER OF HAULING TRUCKS AND MANPOWER TO KEEP ASPHALT SPREADING AT A STEADY RATE. THE ASPHALT SPREADER MUST BE EQUIPPED WITH SKIS TO ENSURE A LEVEL DRIVE SURFACE. A ROLL PATTERN MUST BE SET UP AND PROPER TYPES AND SIZES OF ROLLERS MUST BE USED IN ACCORDANCE WITH GDOT SPECS. CITY OF NICHOLSON RESERVES THE RIGHT TO SHUT DOWN WORK IMMEDIATELY IF EQUIPMENT IS INAPPROPRIATELY SIZED OR INSUFFICIENT FOR THE JOB, OR ANY ASPECT OF THE JOB IS PROVING TO BE DETRIMENTAL TO THE QUALITY OF THE FINISHED PRODUCT.
13. SEE 231 SPECIAL PROVISIONS BELOW FOR STREETS/DRIVEWAY TIE-ENDS. APPROXIMATE QUANTITY OF ASPHALT HAS BEEN ADDED TO ASPHALT PAY ITEM.
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