ATT B Bid Cost Form _26_51.xls
XLS spreadsheet 75 KB Posted
- Attached to
- ITB #26-51 Milling and Resurfacing of Five (5) Roads for Clayton County, GA, PI# 0021197
- Solicitation number
- PE-63100-NONST-2026-000000087
- Issued by
- Clayton County, Georgia
About this file
Summary of ATT B Bid Cost Form for ITB #26-51
This Bid Cost Form is a document for Clayton County, Georgia's Invitation to Bid (ITB) #26-51 for milling and resurfacing services on five roads: Clark Howell Highway, East Fayetteville Road, Flat Shoals Road, Mt. Zion Road, and Old Clark Howell Highway (Project PI #0021197). The scope of work encompasses a comprehensive range of road construction and maintenance activities, including traffic control, erosion control measures (compost filter sock and silt fence), grading, aggregate surfacing, recycled asphalt concrete patching and resurfacing, milling operations, concrete sidewalk and curb installation, thermoplastic pavement markings and striping, and site restoration with sod. The estimated quantities span multiple line items, with significant volumes for milling asphalt concrete pavement (112,062 square yards), recycled asphalt concrete superpave (11,183 tons), tack coat (8,500 gallons), and various thermoplastic traffic striping elements totaling tens of thousands of linear feet and linear graduated feet across multiple marking types and colors.
The bid cost form provides a structured template for contractors to submit unit costs and total costs for each pay item across the five project locations. All unit cost and total cost fields on the form are currently blank, indicating this is a blank template awaiting contractor completion. The form includes 65 distinct pay items organized by work categories and references the Georgia Department of Transportation (DOT) pay item numbering system. Submission of this completed form, signed and dated, constitutes the contractor's binding bid for the entire contract scope. The document is dated for submission in 2026, though no specific bid opening or award dates are indicated on this form.
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Other files
| File | Type | Posted |
|---|---|---|
| ITB _26_51 PI _0021197 (EXH A _ N).pdf | ||
| ITB _26_51 PI _0021197 (GPR).pdf |
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Text version
Sheet1
ATTACHMENT B BID COST FORM
ITB #26-51 MILLING AND RESURFACING OF FIVE (5) ROADS FOR CLAYTON COUNTY, GA PI #0021197
| DOT Pay Item # | Item Description | Unit | Estimated Quantities | As Directed by Engineer | Total Quantity | Unit Cost | Total Cost | |||||
| CLARK HOWELL HIGHWAY | EAST FAYETTEVILLE ROAD | FLAT SHOALS ROAD | MT. ZION ROAD | OLD CLARK HOWELL HIGHWAY | ||||||||
| 005 | 150-1000 | TRAFFIC CONTROL - 0021197 | LS | 0 | 0 | 0 | 0 | 0 | 1 | 1 | $0.00 | |
| 010 | 163-1925 | CONSTRUCT AND REMOVE COMPOST FILTER SOCK, 12 IN | LF | 255 | 225 | 360 | 195 | 215 | 50 | 1300 | $0.00 | |
| 015 | 165-0030 | MAINTENANCE OF TEMPORARY SILT FENCE, TP C | LF | 0 | 100 | 0 | 0 | 0 | 75 | 175 | $0.00 | |
| 020 | 171-0030 | TEMPORARY SILT FENCE, TP C | LF | 0 | 100 | 0 | 0 | 0 | 75 | 175 | $0.00 | |
| 025 | 210-0200 | GRADING PER MILE | LM | 0 | 0.5 | 1.1 | 0 | 0 | 0.4 | 2 | $0.00 | |
| 030 | 318-3000 | AGGR SURF CRS | TN | 0 | 100 | 50 | 0 | 0 | 25 | 175 | $0.00 | |
| 035 | 402-1802 | RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME | TN | 506 | 1020 | 1846 | 1228 | 625 | 225 | 5450 | $0.00 | |
| 040 | 402-3130 | RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME | TN | 1006 | 2262 | 3230 | 2442 | 1243 | 1000 | 11183 | $0.00 | |
| 045 | 413-0750 | TACK COAT | GL | 805 | 1440 | 2585 | 1955 | 995 | 720 | 8500 | $0.00 | |
| 050 | 432-5010 | MILL ASPH CONC PVMT, VARIABLE DEPTH | SY | 11495 | 20560 | 36903 | 27906 | 14198 | 1000 | 112062 | $0.00 | |
| 055 | 441-0104 | CONCRETE SIDEWALK, 4 IN | SY | 0 | 0 | 81 | 27 | 0 | 12 | 120 | $0.00 | |
| 060 | 441-0108 | CONCRETE SIDEWALK, 8 IN | SY | 0 | 15 | 6 | 12 | 0 | 7 | 40 | $0.00 | |
| 065 | 441-6222 | CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 | LF | 45 | 20 | 40 | 90 | 15 | 25 | 235 | $0.00 | |
| 070 | 441-6740 | CONC CURB & GUTTER, 8 IN X 30 IN, TP 7 | LF | 0 | 0 | 0 | 0 | 0 | 50 | 50 | $0.00 | |
| 075 | 441-7012 | CURB CUT WHEELCHAIR RAMP, TYPE B | EA | 0 | 1 | 0 | 0 | 0 | 0 | 1 | $0.00 | |
| 080 | 441-7014 | CURB CUT WHEELCHAIR RAMP, TYPE D | EA | 0 | 3 | 3 | 10 | 0 | 1 | 17 | $0.00 | |
| 085 | 632-0003 | CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 | EA | 2 | 2 | 2 | 2 | 2 | 0 | 10 | $0.00 | |
| 090 | 647-6200 | LOOP DETECTOR, 6 FT X 6 FT, BIPOLE | EA | 0 | 0 | 0 | 4 | 0 | 0 | 4 | $0.00 | |
| 095 | 647-6300 | LOOP DETECTOR, 6 FT X 40 FT, QUADRUPOLE | EA | 0 | 0 | 5 | 2 | 0 | 0 | 7 | $0.00 | |
| 100 | 652-0210 | THERMOPLASTIC PAVEMENT MARKING, WORD, TP 1 | EA | 0 | 0 | 0 | 0 | 2 | 1 | 3 | $0.00 | |
| 105 | 653-0120 | THERMOPLASTIC PVMT MARKING, ARROW, TP 2 | EA | 13 | 24 | 28 | 37 | 17 | 2 | 121 | $0.00 | |
| 110 | 653-0130 | THERMOPLASTIC PVMT MARKING, ARROW, TP 3 | EA | 0 | 0 | 4 | 6 | 0 | 2 | 12 | $0.00 | |
| 115 | 653-1704 | THERMOPLASTIC SOLID TRAFFIC STRIPE, 24 IN, WHITE | LF | 36 | 938 | 750 | 799 | 197 | 80 | 2800 | $0.00 | |
| 120 | 653-1804 | THERMOPLASTIC SOLID TRAFFIC STRIPE, 8 IN, WHITE | LF | 0 | 864 | 758 | 830 | 194 | 79 | 2725 | $0.00 | |
| 125 | 653-1906 | THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN, WHITE | LF | 3100 | 14720 | 23565 | 7700 | 3655 | 60 | 52800 | $0.00 | |
| 130 | 653-2602 | THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN, YELLOW | LF | 3300 | 14700 | 21165 | 7340 | 3435 | 60 | 50000 | $0.00 | |
| 135 | 653-26111 | THERMOPLASTIC SKIP TRAFFIC STRIPE, 6 IN, WHITE | GLF | 2950 | 332 | 1525 | 7540 | 3790 | 63 | 16200 | $0.00 | |
| 140 | 653-3602 | THERMOPLASTIC SKIP TRAFFIC STRIPE, 6 IN, YELLOW | GLF | 1125 | 0 | 680 | 6170 | 2630 | 55 | 10660 | $0.00 | |
| 145 | 653-6004 | THERMOPLASTIC TRAFFIC STRIPING, WHITE | SY | 95 | 625 | 107 | 95 | 216 | 22 | 1160 | $0.00 | |
| 150 | 653-6006 | THERMOPLASTIC TRAFFIC STRIPING, YELLOW | SY | 350 | 651 | 211 | 369 | 392 | 27 | 2000 | $0.00 | |
| 155 | 654-1001 | RAISED PVMT MARKERS, TP 1 | EA | 165 | 368 | 535 | 225 | 100 | 27 | 1420 | $0.00 | |
| 160 | 654-1003 | RAISED PVMT MARKERS, TP 3 | EA | 30 | 76 | 100 | 50 | 15 | 9 | 280 | $0.00 | |
| 165 | 700-9300 | SOD | SY | 0 | 0 | 0 | 0 | 0 | 200 | 200 | $0.00 | |
| TOTAL CONTRACT BID COST: | $0.00 | |||||||||||
| (Signature) | (Printed Name) | (Company Name) | ||||||||||
| This _______ day of ______________________, 2026. |
Sheet2
Sheet3
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