5 SPECIAL PROVISIONS FOR FDR_ERNEST BROWN RD.docx
DOCX document 578 KB Posted
- Attached to
- Paving Project
- Solicitation number
- PE-77081-NONST-2026-000000009
- Issued by
- Dooly County, Georgia
About this file
This is a Special Provisions document for a road resurfacing project in Elbert County, Georgia, involving the FDR Ernest Brown Road. The document outlines specific requirements for asphalt work, material testing, and roadway preparation. Key provisions require the contractor to be responsible for all material testing, mix designs, and approved job mix formulas for asphalt, with testing frequencies and methods meeting minimum requirements established by the Georgia Department of Transportation Standard Specifications and Sampling Testing and Inspection Guidelines. The contractor must maintain positive drainage throughout the project, ensure all best management practices are in place, perform patching as directed by the engineer prior to leveling and resurfacing operations, and maintain all drainage structures within project limits. Reflectorized high build paint conforming to GDOT Specification 652 is required for roadway striping, with thermoplastic required for hand markings. The contractor is responsible for furnishing and installing permanent low/soft shoulder and road work ahead signs in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and Section 150 prior to commencing any roadwork, with these signs becoming county property upon completion.
The contractor must blade existing shoulders during roadway preparation to ensure elevation does not fall below the existing pavement or shoulder level, with displaced shoulder material removed and disposed of at an approved site outside the county right-of-way. The cost of this work is included in the overall bid price. Elbert County requires contractors to maintain appropriately sized equipment, sufficient hauling trucks, and adequate manpower to sustain steady asphalt spreading operations. Asphalt spreaders must be equipped with skis to ensure a level drive surface, and rollers must conform to GDOT specifications regarding type and size. The county reserves the right to immediately shut down work if equipment is deemed inappropriately sized, insufficient, or if any aspect of the project is detrimental to finished product quality. Additional specifications for streets and driveway tie-ends are referenced in Section 231 Special Provisions.
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Other files
| File | Type | Posted |
|---|---|---|
| 2 Invitation to Bid.doc | DOC document | |
| 5 ROADWAY TYPICAL ASPH.docx | DOCX document | |
| 3 Instruction to Bidder.doc | DOC document | |
| 6 SEC 400.pdf | ||
| 5_E ss109.pdf | ||
| Security and Immigration AFfidavit.doc | DOC document | |
| 4 BID FORM.doc | DOC document | |
| i_9 2027.pdf | ||
| AGREEMENT.doc | DOC document | |
| 6 SEC 652.pdf | ||
| 5_C ss107.pdf | ||
| 5_D ss108.pdf | ||
| 6 SEC 162_165.pdf | ||
| 6 SEC 315.pdf | ||
| 5 SPECIAL PROVISION.docx | DOCX document | |
| 5 ROADWAY TYPICAL ASPH_ERNEST BROWN RD (1).docx | DOCX document | |
| E_verify affidavit.pdf | ||
| BID BOND.doc | DOC document | |
| 5_F 150.pdf | ||
| 5 PROJECT MAP.pdf | ||
| 5_A104.pdf | ||
| Corporate Certification.doc | DOC document | |
| 5_B ss105.pdf |
Show all 23
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Text version
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. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT PROJECT ENSURING ALL BMP’S ARE IN PLACE.
3. PERFORM ALL PATCHING AS DIRECTED BY ENGINEER, PRIOR TO LEVELING AND RESURFACING OPERATIONS.
4. ALL DRAINAGE STRUCTURES WITHIN THE LIMITS OF THE PROJECT WILL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
5. REFLECTORIZED HIGH BUILD PAINT (GDOT SPEC. 652) WILL BE USED TO STRIPE ROADWAYS. THERMOPLASTIC REQUIRED FOR HAND MARKINGS.
6. CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLING PERMANENT “LOW/SOFT SHOULDER” AND “ROAD WORK AHEAD” SIGNS PER MUTCD AND SECTION 150. MUST BE INSTALLED BEFORE ANY ROAD WORK BEGINS. LOW/SOFT SHOULDER SIGNS WILL BECOME PROPERTY OF COUNTY.
7. 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 RIGHT-OF-WAY OR AS DIRECTED BY ENGINEER. THE COST OF THIS WORK SHALL BE INCLUDED IN THE OVERALL BID PRICE.
8. 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. ELBERT COUNTY 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.
9. SEE 231 SPECIAL PROVISIONS BELOW FOR STREETS/DRIVEWAY TIE-ENDS.
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