27036_B Excel Bid Sheet.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- PE-65600-NONST-2027-000000262
- Issued by
- Douglas County, Georgia
About this file
This is an Excel bid sheet for Fayette County, Georgia's Invitation to Bid #27036-B for traffic signal construction at the intersection of Highway 85 and Highway 85 Connector. The project involves the installation of a complete traffic signal system at the specified location. Bids are due by 3:00 p.m. on Wednesday, October 28, 2026. The bid sheet is designed to collect pricing and line-item cost information from qualified contractors interested in undertaking this traffic signal construction project. Interested bidders should contact Sherry White at swhite@fayettecountyga.gov for additional project details and clarifications regarding the scope of work and technical specifications.
The Excel bid sheet format allows bidders to submit itemized costs for labor, materials, equipment, and other associated expenses required to complete the traffic signal installation. The document serves as the standardized pricing template that all responding contractors must use when submitting their bids for evaluation by Fayette County. No specific award date or contract term information is provided in the file itself; however, the county will evaluate all submissions received by the deadline and select the most qualified bidder according to its procurement procedures and evaluation criteria.
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Other files
| File | Type | Posted |
|---|---|---|
| 27036_B ITB.pdf | ||
| 27036_B Hwy 85C _ SR 85 Final Plans.pdf |
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Text version
Sheet1
| PAY ITEM | ITEM DESCRIPTION | ESTIMATED QUANTITY | UNIT | UNIT PRICE | EXTENDED PRICE |
| 150-1000 | TRAFFIC CONTROL | 1 | LS | 0 | |
| 163-0232 | TEMPORARY GRASSING | 2 | AC | 0 | |
| 163-0240 | MULCH | 12 | TN | 0 | |
| 163-0529 | CONSTRUCT AND REMOVE TEMPORARY SEDIMENT BARRIER OR BALED STRAW CHECK DAM | 200 | LF | 0 | |
| 163-0550 | CONSTRUCT AND REMOVE INLET SEDIMENT TRAP | 5 | EA | 0 | |
| 165-0030 | MAINTENANCE OF TEMPORARY SILT FENCE, TP C | 269 | LF | 0 | |
| 165-0105 | MAINTENANCE OF INLET SEDIMENT TRAP | 5 | EA | 0 | |
| 171-0030 | TEMPORARY SILT FENCE, TYPE C | 538 | LF | 0 | |
| 210-0100 | GRADING COMPLETE | 1 | LS | 0 | |
| 318-3000 | AGGR SURF CRS | 20 | TN | 0 | |
| 310-5060 | GR AGGR BASE CRS, 6 INCH, INCL MATL | 119 | SY | 0 | |
| 310-5120 | GR AGGR BASE CRS, 12 INCH, INCL MATL | 1338 | SY | 0 | |
| 402-1802 | RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME | 80 | TN | 0 | |
| 402-1812 | RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME | 50 | TN | 0 | |
| 402-3121 | RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME | 368 | TN | 0 | |
| 402-3130 | RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME | 414 | TN | 0 | |
| 402-3190 | RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME | 161 | TN | 0 | |
| 413-0750 | TACK COAT | 391 | GL | 0 | |
| 429-1000 | RUMBLE STRIPS CENTERLINE | 1 | GLM | 0 | |
| 429-1000 | RUMBLE STRIPS EDGE LINE | 1 | GLM | 0 | |
| 432-0206 | MILL ASPH CONC PVMT, 1 1/2 IN DEPTH | 3,549.00 | SY | 0 | |
| 441-0104 | CONC SIDEWALK, 4 IN | 54 | SY | 0 | |
| 441-0108 | CONC SIDEWALK, 8 IN | 31 | SY | 0 | |
| 441-0754 | CONCRETE MEDIAN, 7 1/2 IN | 21 | SY | 0 | |
| 441-6216 | CONC CURB & GUTTER, 8 IN X 24 IN, TP 2 | 106 | LF | 0 | |
| 444-1000 | SAWED JOINTS IN EXIST PAVEMENTS - PCC | 1520 | LF | 0 | |
| 550-1240 | STORM DRAIN PIPE, 24 IN, H 1-10 | 234 | LF | 0 | |
| 550-2180 | SIDE DRAIN PIPE, 18 IN, H 1-10 | 50 | LF | 0 | |
| 550-3324 | SAFETY END SECTION 24 IN, STORM DRAIN, 4:1 SLOPE | 1 | EA | 0 | |
| 550-3418 | SAFETY END SECTION 18 IN, SIDE DRAIN, 4:1 SLOPE | 4 | EA | 0 | |
| 603-2181 | STN DUMPED RIP RAP, TP 3, 18 IN | 23 | SY | 0 | |
| 603-7000 | PLASTIC FILTER FABRIC | 23 | SY | 0 | |
| 611-8050 | ADJUST MANHOLE TO GRADE | 2 | EA | 0 | |
| 634-1200 | RIGHT OF WAY MARKERS | 2 | EA | 0 | |
| 636-1033 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 | 6 | SF | 0 | |
| 636-1036 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 | 67 | SF | 0 | |
| 636-2070 | GALV STEEL POSTS, TP 7 | 128 | LF | 0 | |
| 639-2002 | STEEL WIRE STRAND CABLE, 3/8 IN | 400 | LF | 0 | |
| 639-3004 | STEEL STRAIN POLE, TP IV | 4 | EA | 0 | |
| 641-1200 | GUARDRAIL, TP W | 182 | LF | 0 | |
| 641-5001 | GUARDRAL ANCHORAGE, TP 1 | 1 | EA | 0 | |
| 641-5015 | GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING | 1 | EA | 0 | |
| 647-1000 | TRAFFIC SIGNAL INSTALLATION NO. 1 (EXCLUDING EXHIBIT 2 MATERIALS) | 1 | LS | 0 | |
| 647-2141 | PULLBOX, PB-4 | 1 | EA | 0 | |
| 652-0120 | PAVEMENT MARKING, ARROW, TP 2 | 8 | EA | 0 | |
| 653-1501 | THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE | 2,564.00 | LF | 0 | |
| 653-1502 | THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW | 790 | LF | 0 | |
| 653-1704 | THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE | 49 | LF | 0 | |
| 653-1804 | THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE | 942 | LF | 0 | |
| 653-3501 | THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE | 200 | GLF | 0 | |
| 653-4830 | THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE | 50 | GLF | 0 | |
| 653-6004 | THERMOPLASTIC TRAF STRIPING, WHITE | 275 | SY | 0 | |
| 653-6006 | THERMOPLASTIC TRAF STRIPING, YELLOW | 573 | SY | 0 | |
| 654-1001 | RAISED PVMT MARKERS TP 1 | 88 | EA | 0 | |
| 654-1003 | RAISED PVMT MARKERS TP 3 | 30 | EA | 0 | |
| 682-9950 | DIRECTIONAL BORE, DESC: 3 IN | 820 | LF | 0 | |
| 682-9950 | DIRECTIONAL BORE, DESC: 5 IN | 80 | LF | 0 | |
| 700-6910 | PERMANENT GRASSING | 2 | AC | 0 | |
| 700-7000 | AGRICULTURAL LIME | 2 | TN | 0 | |
| 700-8000 | FERTILIZER MIXED GRADE | 2 | TN | 0 | |
| 700-8100 | FERTILIZER NITROGEN CONTENT | 100 | LB | 0 | |
| - | BATTERY BACKUP | 1 | EA | 0 | |
| 999-9902 | CONSTRUCTION ALLOWANCE | 1 | LS | $25,000.00 | $25,000.00 |
| TOTAL BID TRAFFIC SIGNAL - HWY 85 @ HWY 85 CONNECTOR | |||||
| NOTES: | |||||
| 1. All applicable charges shall be included in your total quoted amount, including but not limited to materials, equipment, installation, labor, and any other amounts. No additional charges will be allowed after the quote received-by date. | |||||
| 2. All warranties shall be included in your total quoted amount. | |||||
| 3. State time needed to commence work after Notice to Proceed is issued: ___________Days | |||||
| This period accounts for the lead time to acquire all materials and equipment and should include time for County review of submittals. | |||||
| 4. State length of time needed to complete project: _______________ Days | |||||
| State, List or Attach the terms of your warranty, if applicable: _________________________________________ |
COMPANY NAME _____________________________________________________________________________
Pricing Sheet ITB #27036-B: Traffic Signal - Hwy 85 @ Hwy 85 Connector Construction
File details come from the government source that posted it. Updated .