Amendment 2_ 4 _ bid items 4_24_26.xlsx
XLSX spreadsheet 105 KB Posted
- Solicitation number
- PE-77892-NONST-2026-000000079
- Issued by
- Paulding County, Georgia
About this file
This is an Amendment 2 bid items document for a roadway realignment project managed by the Paulding County Department of Transportation in Georgia. The project, identified as PR-CR466, involves the realignment of Due West Road at SR 92 and includes comprehensive construction specifications across multiple work categories. The bid items encompass roadway construction (traffic control, grading, concrete work, guardrails, and fencing), pavement work (aggregate base, recycled asphalt concrete in various grades, milling, and reinforcement fabric), drainage infrastructure (concrete work, reinforced steel, drainage pipes, and riprap), temporary and permanent erosion control measures (silt fencing, check dams, inlet traps, grassing, and seeding), signing and pavement marking (highway signs, thermoplastic striping, and raised pavement markers), and traffic signal installation with video detection systems. The project includes 85 distinct line items with quantities ranging from 1 to over 8,000 units depending on the item type, with measurements in various units including lump sum, square yards, linear feet, tons, and each.
The document establishes the bid item framework with unit prices and total cost columns to be completed by contractors, though specific pricing information is not populated in this amendment. The amendment focuses on items 4, 24, and 26, indicating modifications to specific bid line items within the overall project scope. As an amendment document, this represents a change or clarification to previously issued bid documents rather than the initial solicitation, suggesting the project is in an active bidding phase with established baseline requirements subject to modification and refinement.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| Advertisement _ Due West at SR92 Realignment.pdf | ||
| Amendment 2.pdf | ||
| Amendment 3.pdf |
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Text version
bit items 4-24-26
| Project Number: | Paulding County Department of Transportation | Date: | 4/24/26 | |||
| PR-CR466 | Due West Road @ SR 92 Realignment | |||||
| Paulding | Bid items | |||||
| Line Item # | Pay Item # | Item Description | Qty. | Unit | Unit Price | Total |
| Roadway | ||||||
| 0005 | 150-1000 | TRAFFIC CONTROL- DUE WEST ROAD AT SR 92 REALIGNMENT | 1 | LS | ||
| 0010 | 210-0100 | GRADING COMPLETE - DUE WEST ROAD AT SR 92 REALIGNMENT | 1 | LS | ||
| 0015 | 441-0016 | DRIVEWAY CONCRETE, 6 IN TK | 205 | SY | ||
| 0020 | 441-0754 | CONCRETE MEDIAN, 7 1/2 IN | 50 | SY | ||
| 0025 | 441-6222 | CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 | 85 | LF | ||
| 0030 | 456-2022 | INDENTATION EDGE LINE RUMBLE STRIPS-GROUND IN PLACE (SKIP) | 2 | GLM | ||
| 0035 | 456-2025 | INDENTATION CENTERLINE RUMBLE STRIPS-GROUND IN PLACE (CONTINUOUS) | 1 | GLM | ||
| 0040 | 634-1200 | RIGHT OF WAY MARKERS | 35 | EA | ||
| 0045 | 635-1000 | BARRICADES | 54 | LF | ||
| 0050 | 641-1200 | GUARDRAIL, TP W | 1717 | LF | ||
| 0055 | 641-5001 | GUARDRAIL ANCHORAGE, TP 1 | 1 | EA | ||
| 0060 | 641-5015 | GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING | 2 | EA | ||
| 0065 | 643-1132 | CH LK FENCE, ZC COAT, 4 FT, 9 GA | 180 | LF | ||
| 0070 | 643-8200 | BARRIER FENCE (ORANGE), 4 FT | 154 | LF | ||
| Sub Total | $ | |||||
| Pavement | ||||||
| 0075 | 310-1101 | GR AGGR BASE CRS, INCL MATL | 2488 | TN | ||
| 0080 | 318-3000 | AGGR SURF CRS | 35 | TN | ||
| 0085 | 402-1812 | RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME | 530 | TN | ||
| 0090 | 402-3130 | RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME | 764 | TN | ||
| 0095 | 402-3190 | RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME | 461 | TN | ||
| 0100 | 402-3121 | RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME | 921 | TN | ||
| 0105 | 413-0750 | TACK COAT | 1125 | GL | ||
| 0110 | 432-5010 | MILL ASPH CONC PVMT, VARIABLE DEPTH | 4810 | SY | ||
| 0115 | 446-1100 | PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH | 5293 | LF | ||
| Sub Total | $ | |||||
| Drainage | ||||||
| 0120 | 207-0203 | FOUND BKFILL MATL, TP II | 34 | CY | ||
| 0125 | 441-0204 | PLAIN CONC DITCH PAVING, 4 IN | 401 | SY | ||
| 0130 | 500-3002 | CLASS AA CONCRETE | 175 | CY | ||
| 0135 | 500-3200 | CLASS B CONCRETE | 4 | CY | ||
| 0140 | 511-1000 | BAR REINF STEEL | 22678 | LB | ||
| 0145 | 550-2180 | SIDE DRAIN PIPE, 18 IN, H 1-10 | 103 | LF | ||
| 0150 | 550-4118 | FLARED END SECTION 18 IN, SIDE DRAIN | 8 | EA | ||
| 0155 | 550-4218 | FLARED END SECTION 18 IN, STORM DRAIN | 2 | EA | ||
| 0160 | 550-4236 | FLARED END SECTION 36 IN, STORM DRAIN | 2 | EA | ||
| 0165 | 550-5180 | STORM DRAIN PIPE, 18 IN, CLASS III | 28 | LF | ||
| 0170 | 550-5362 | STORM DRAIN PIPE, 36 IN, CLASS IV | 120 | LF | ||
| 0175 | 603-2181 | STN DUMPED RIP RAP, TP 3, 18 IN | 99 | SY | ||
| 0180 | 603-6008 | SAND-CEMENT BAG RIP RAP, 8 IN | 3 | SY | ||
| 0185 | 603-7000 | PLASTIC FILTER FABRIC | 99 | SY | ||
| Sub Total | $ | |||||
| Temporary Erosion Control | ||||||
| 0190 | 163-0301 | CONSTRUCT AND REMOVE CONSTRUCTION EXITS | 2 | EA | ||
| 0195 | 163-0232 | TEMPORARY GRASSING | 2 | AC | ||
| 0200 | 163-0240 | MULCH | 93 | TN | ||
| 0205 | 163-0528 | CONSTRUCT AND REMOVE FABRIC CHECK DAM - TYPE C SILT FENCE | 176 | LF | ||
| 0210 | 163-0541 | CONSTRUCT AND REMOVE ROCK FILTER DAMS | 3 | EA | ||
| 0215 | 163-0550 | CONSTRUCT AND REMOVE INLET SEDIMENT TRAP | 2 | EA | ||
| 0220 | 163-0503 | CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 3 | 18 | EA | ||
| 0225 | 165-0030 | MAINTENANCE OF TEMPORARY SILT FENCE, TP C | 1864 | LF | ||
| 0230 | 165-0041 | MAINTENANCE OF CHECK DAMS - ALL TYPES | 2640 | LF | ||
| 0235 | 165-0087 | MAINTENANCE OF SILT CONTROL GATE, TP 3 | 18 | EA | ||
| 0240 | 165-0101 | MAINTENANCE OF CONSTRUCTION EXIT | 1 | EA | ||
| 0245 | 165-0105 | MAINTENANCE OF INLET SEDIMENT TRAP | 2 | EA | ||
| 0250 | 165-0110 | MAINTENANCE OF ROCK FILTER DAM | 3 | EA | ||
| 0255 | 167-1000 | WATER QUALITY MONITORING AND SAMPLING | 2 | EA | ||
| 0260 | 167-1500 | WATER QUALITY INSPECTIONS | 18 | MO | ||
| 0265 | 171-0030 | TEMPORARY SILT FENCE, TYPE C | 3727 | LF | ||
| Sub Total | $ | |||||
| Permanent Erosion Control | ||||||
| 0270 | 700-6910 | PERMANENT GRASSING | 5 | AC | ||
| 0275 | 700-7000 | AGRICULTURAL LIME | 10 | TN | ||
| 0280 | 700-8000 | FERTILIZER MIXED GRADE | 2 | TN | ||
| 0285 | 700-8100 | FERTILIZER NITROGEN CONTENT | 287 | LB | ||
| 0290 | 700-9300 | SOD | 4018 | SY | ||
| 0295 | 700-9400 | NATIVE RESTORATION AND RIPARIAN SEEDING | 0.1 | AC | ||
| 0300 | 716-2000 | EROSION CONTROL MATS, SLOPES | 6472 | SY | ||
| 0305 | 711-0100 | TURF REINFORCEMENT MATTING, TP 1 | 805 | SY | ||
| Sub Total | $ | |||||
| Signing | ||||||
| 0310 | 610-6515 | REM HIGHWAY SIGN, STD | 15 | EA | ||
| 0315 | 611-5360 | RESET HIGHWAY SIGN | 13 | EA | ||
| 0320 | 636-1033 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 | 19 | SF | ||
| 0325 | 636-1036 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 | 102 | SF | ||
| 0330 | 636-2070 | GALV STEEL POSTS, TP 7 | 261 | LF | ||
| Sub Total | $ | |||||
| Pavement Marking | ||||||
| 0335 | 653-0120 | THERMOPLASTIC PVMT MARKING, ARROW, TP 2 | 17 | EA | ||
| 0340 | 653-1704 | THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE | 200 | LF | ||
| 0345 | 653-1906 | THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, WHITE | 6324 | LF | ||
| 0350 | 653-2602 | THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, YELLOW | 8107 | LF | ||
| 0355 | 653-2611 | THERMOPLASTIC SKIP TRAF STRIPE, 6 IN, WHITE | 563 | GLF | ||
| 0360 | 653-4830 | THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE | 26 | GLF | ||
| 0365 | 653-6004 | THERMOPLASTIC TRAF STRIPING, WHITE | 920 | SY | ||
| 0370 | 653-6006 | THERMOPLASTIC TRAF STRIPING, YELLOW | 696 | SY | ||
| 0375 | 654-1001 | RAISED PVMT MARKERS TP 1 | 422 | EA | ||
| 0380 | 654-1003 | RAISED PVMT MARKERS TP 3 | 60 | EA | ||
| Sub Total | $ | |||||
| Signal | ||||||
| 0385 | 636-1041 | HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9 | 50 | SF | ||
| 0390 | 639-1245 | TREATED TIMBER POLE, CL 2, 45 FT | 4 | EA | ||
| 0395 | 639-1600 | GUY AND ANCHOR ASSEMBLY | 8 | EA | ||
| 0400 | 647-1000 | TRAFFIC SIGNAL INSTALLATION NO. 1 | 1 | LS | ||
| 0405 | 937-6040 | INTERSECTION VIDEO DETECTION SYSTEM, GRIDSMART (3 DETECTION ZONES) | 1 | LS | ||
| Sub Total | $ |
TOTAL PROJECT CONSTRUCTION = $
File details come from the government source that posted it. Updated .