Pricing Form 9_18_2026.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- PE-77123-NONST-2027-000000138
- Issued by
- Cherokee County, Georgia
About this file
This is a pricing form for a competitive sealed bid project submitted to the Cherokee County Board of Commissioners Purchasing Department for the State Route 140 at CR309 Univeter Road Intersection Improvement Project 0017804 in Georgia. The form is structured as an Excel spreadsheet titled "Pricing Form 9_18_2026.xlsx" and serves as the standardized submission document for contractors responding to this federally funded infrastructure improvement initiative. The pricing form establishes the framework for bidders to submit their cost proposals in compliance with Georgia Department of Transportation (GDOT) standards and specifications. Bidders are required to complete and submit this form as part of their sealed bid packages, with pricing entries corresponding to the specific work items, quantities, and scope of work detailed in the project documentation.
The pricing form functions as the primary mechanism for cost comparison and bid evaluation among all qualified respondents. It requires bidders to provide itemized pricing for all labor, materials, equipment, and services necessary to complete the intersection improvement project according to GDOT specifications and the project's scope of work. The standardized format ensures consistency across all submitted bids, facilitating transparent comparison and fair evaluation by the Cherokee County procurement officials. As a federally funded project, the pricing and contracting process is subject to applicable federal requirements and oversight, with funding sources and any prevailing wage or set-aside requirements governed by federal transportation funding regulations and Georgia state procurement law.
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Text version
Pricing Form
| ITEM NO. | DESCRIPTION | UOM | QTY | UNIT PRICE | EXTENDED PRICE |
| ROADWAY | |||||
| 150-1000 | TRAFFIC CONTROL - - PI 0017804 | LS | 1.0 | $ - 0 | |
| 150-5010 | TRAFFIC CONTROL, PORTABLE IMPACT ATTENUATOR | EA | 1.0 | $ - 0 | |
| 156-0100 | GPS DATA COLLECTION AND SUBMITTAL | LS | 1.0 | $ - 0 | |
| 207-0203 | FOUND BKFILL MATL, TP II | CY | 400.0 | $ - 0 | |
| 210-0100 | GRADING COMPLETE - - PI 1007804 | LS | 1.0 | $ - 0 | |
| 210-0250 | UNDERCUT EXCAVATION | CY | 400.0 | $ - 0 | |
| 318-3000 | AGGR SURF CRS | TN | 1000.0 | $ - 0 | |
| 402-1802 | RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME | TN | 200.0 | $ - 0 | |
| 441-0106 | CONC SIDEWALK, 6 IN | SY | 65.0 | $ - 0 | |
| 441-0748 | CONCRETE MEDIAN, 6 IN | SY | 134.0 | $ - 0 | |
| 441-4020 | CONC VALLEY GUTTER, 6 IN | SY | 20.0 | $ - 0 | |
| 441-5004 | CONCRETE HEADER CURB, 10 IN, TP 4 | LF | 145.0 | $ - 0 | |
| 441-6222 | CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 | LF | 1030.0 | $ - 0 | |
| 441-6740 | CONC CURB & GUTTER, 8 IN X 30 IN, TP 7 | LF | 903.0 | $ - 0 | |
| 441-7011 | CURB CUT WHEELCHAIR RAMP, TYPE A | EA | 5.0 | $ - 0 | |
| 441-7014 | CURB CUT WHEELCHAIR RAMP, TYPE D | EA | 2.0 | $ - 0 | |
| 620-0100 | TEMPORARY BARRIER, METHOD NO. 1 | LF | 550.0 | $ - 0 | |
| 632-0003 | CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 | EA | 3.0 | $ - 0 | |
| 634-1200 | RIGHT OF WAY MARKERS | EA | 51.0 | $ - 0 | |
| 641-1200 | GUARDRAIL, TP W | LF | 690.0 | $ - 0 | |
| 641-5001 | GUARDRAIL ANCHORAGE, TP 1 | EA | 1.0 | $ - 0 | |
| 641-5015 | GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING | EA | 2.0 | $ - 0 | |
| 643-8200 | BARRIER FENCE (ORANGE), 4 FT | LF | 291.0 | $ - 0 | |
| 999-5200 | DETECTABLE WARNING SURFACE | SF | 30.0 | $ - 0 | |
| PAVEMENT | |||||
| 310-1101 | GR AGGR BASE CRS, INCL MATL | TN | 17342.0 | $ - 0 | |
| 402-1812 | RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME | TN | 3422.0 | $ - 0 | |
| 402-3121 | RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME | TN | 8818.0 | $ - 0 | |
| 402-3130 | RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME | TN | 823.0 | $ - 0 | |
| 402-3190 | RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME | TN | 2624.0 | $ - 0 | |
| 402-4510 | RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME | TN | 1930.0 | $ - 0 | |
| 413-0750 | TACK COAT | GL | 3906.0 | $ - 0 | |
| 432-5010 | MILL ASPH CONC PVMT, VARIABLE DEPTH | SY | 8742.0 | $ - 0 | |
| 441-0016 | DRIVEWAY CONCRETE, 6 IN TK | SY | 155.0 | $ - 0 | |
| 441-0018 | DRIVEWAY CONCRETE, 8 IN TK | SY | 539.0 | $ - 0 | |
| 446-1100 | PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH | LF | 4500.0 | $ - 0 | |
| 456-2076 | SINUSOIDAL SHOULDER RUMBLE STRIPS - GROUND IN PLACE SKIP, 16 IN (400 MM) | GLM | 1.0 | $ - 0 | |
| 456-2080 | SINUSOIDAL CENTERLINE RUMBLE STRIPS-GROUND IN PLACE (CONTINUOUS), 16IN (400 MM) | GLM | 0.9 | $ - 0 | |
| 500-9999 | CLASS B CONC, BASE OR PVMT WIDENING | CY | 53.0 | $ - 0 | |
| DRAINAGE | |||||
| 550-2180 | SIDE DRAIN PIPE, 18 IN, H 1-10 | LF | 297.0 | $ - 0 | |
| 550-3418 | SAFETY END SECTION 18 IN, SIDE DRAIN, 4:1 SLOPE | EA | 7.0 | $ - 0 | |
| 550-3618 | SAFETY END SECTION 18 IN, SIDE DRAIN, 6:1 SLOPE | EA | 7.0 | $ - 0 | |
| 550-4218 | FLARED END SECTION 18 IN, STORM DRAIN | EA | 3.0 | $ - 0 | |
| 550-4236 | FLARED END SECTION 36 IN, STORM DRAIN | EA | 1.0 | $ - 0 | |
| 550-5180 | STORM DRAIN PIPE, 18 IN, CLASS III | LF | 1450.0 | $ - 0 | |
| 550-5240 | STORM DRAIN PIPE, 24 IN, CLASS III | LF | 185.0 | $ - 0 | |
| 550-5360 | STORM DRAIN PIPE, 36 IN, CLASS III | LF | 126.0 | $ - 0 | |
| 550-9000 | VIDEO INSPECTION | LF | 340.0 | $ - 0 | |
| 668-1100 | CATCH BASIN, GP 1 | EA | 6.0 | $ - 0 | |
| 668-2100 | DROP INLET, GP 1 | EA | 7.0 | $ - 0 | |
| 668-4300 | STORM SEWER MANHOLE, TP 1 | EA | 6.0 | $ - 0 | |
| TEMPORARY DRAINAGE | |||||
| 550-6020 | STORM DRAIN PIPE, 18 IN, CLASS III, TEMPORARY | LF | 8.0 | $ - 0 | |
| TEMPORARY EROSION CONTROL | |||||
| 163-0232 | TEMPORARY GRASSING | AC | 15.0 | $ - 0 | |
| 163-0301 | CONSTRUCT AND REMOVE CONSTRUCTION EXITS | EA | 2.0 | $ - 0 | |
| 163-0503 | CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 3 | EA | 2.0 | $ - 0 | |
| 163-0520 | CONSTRUCT AND REMOVE TEMPORARY PIPE SLOPE DRAIN | LF | 100.0 | $ - 0 | |
| 163-0529 | CONSTRUCT AND REMOVE TEMPORARY SEDIMENT BARRIER OR BALED STRAW CHECK DAM | LF | 91.0 | $ - 0 | |
| 163-0550 | CONSTRUCT AND REMOVE INLET SEDIMENT TRAP | EA | 12.0 | $ - 0 | |
| 165-0030 | MAINTENANCE OF TEMPORARY SILT FENCE, TP C | LF | 1853.0 | $ - 0 | |
| 165-0041 | MAINTENANCE OF CHECK DAMS - ALL TYPES | LF | 224.0 | $ - 0 | |
| 165-0087 | MAINTENANCE OF SILT CONTROL GATE, TP 3 | EA | 2.0 | $ - 0 | |
| 165-0101 | MAINTENANCE OF CONSTRUCTION EXIT | EA | 2.0 | $ - 0 | |
| 165-0105 | MAINTENANCE OF INLET SEDIMENT TRAP | EA | 12.0 | $ - 0 | |
| 167-1000 | WATER QUALITY MONITORING AND SAMPLING | EA | 5.0 | $ - 0 | |
| 167-1500 | WATER QUALITY INSPECTIONS | MO | 24.0 | $ - 0 | |
| 171-0030 | TEMPORARY SILT FENCE, TYPE C | LF | 3705.0 | $ - 0 | |
| PERMANENT EROSION CONTROL | |||||
| 163-0240 | MULCH | TN | 311.0 | $ - 0 | |
| 603-2181 | STN DUMPED RIP RAP, TP 3, 18 IN | SY | 46.0 | $ - 0 | |
| 603-7000 | PLASTIC FILTER FABRIC | SY | 46.0 | $ - 0 | |
| 700-6910 | PERMANENT GRASSING | AC | 8.0 | $ - 0 | |
| 700-7000 | AGRICULTURAL LIME | TN | 47.0 | $ - 0 | |
| 700-8000 | FERTILIZER MIXED GRADE | TN | 5.0 | $ - 0 | |
| 700-8100 | FERTILIZER NITROGEN CONTENT | LB | 409.0 | $ - 0 | |
| 700-9300 | SOD | SY | 825.0 | $ - 0 | |
| 711-0100 | TURF REINFORCING MATTING, TP 1 | SY | 6105.0 | $ - 0 | |
| 716-2000 | EROSION CONTROL MATS, SLOPES | SY | 2310.0 | $ - 0 | |
| SIGNING | |||||
| 611-5551 | RESET SIGN | EA | 1.0 | $ - 0 | |
| 636-1033 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 | SF | 75.0 | $ - 0 | |
| 636-1036 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 | SF | 144.0 | $ - 0 | |
| 636-1041 | HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9 | SF | 24.0 | $ - 0 | |
| 636-1045 | HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11 | SF | 13.0 | $ - 0 | |
| 636-2070 | GALV STEEL POSTS, TP 7 | LF | 351.0 | $ - 0 | |
| 636-2080 | GALV STEEL POSTS, TP 8 | LF | 16.0 | $ - 0 | |
| 636-2090 | GALV STEEL POSTS, TP 9 | LF | 86.0 | $ - 0 | |
| PAVEMENT MARKING | |||||
| 653-0120 | THERMOPLASTIC PVMT MARKING, ARROW, TP 2 | EA | 24.0 | $ - 0 | |
| 653-0170 | THERMOPLASTIC PVMT MARKING, ARROW, TP 7 | EA | 2.0 | $ - 0 | |
| 653-0210 | THERMOPLASTIC PVMT MARKING, WORD, TP 1 | EA | 14.0 | $ - 0 | |
| 653-1704 | THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE | LF | 816.0 | $ - 0 | |
| 653-1804 | THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE | LF | 584.0 | $ - 0 | |
| 653-1810 | THERMOPLASTIC SOLID TRAF STRIPE, 10 IN, WHITE | LF | 300.0 | $ - 0 | |
| 653-2603 | THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, WHITE | LM | 3.0 | $ - 0 | |
| 653-2604 | THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, YELLOW | LM | 3.0 | $ - 0 | |
| 653-2611 | THERMOPLASTIC SKIP TRAF STRIPE, 6 IN, WHITE | GLF | 3505.0 | $ - 0 | |
| 653-3810 | THERMOPLASTIC SKIP TRAF STRIPE, 10 IN, WHITE | GLF | 602.0 | $ - 0 | |
| 653-4830 | THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE | GLF | 20.0 | $ - 0 | |
| 653-6004 | THERMOPLASTIC TRAF STRIPING, WHITE | SY | 238.0 | $ - 0 | |
| 653-6006 | THERMOPLASTIC TRAF STRIPING, YELLOW | SY | 3171.0 | $ - 0 | |
| 654-1001 | RAISED PVMT MARKERS TP 1 | EA | 792.0 | $ - 0 | |
| 654-1003 | RAISED PVMT MARKERS TP 3 | EA | 76.0 | $ - 0 | |
| 659-5013 | HOT APPLIED PREFORMED PLASTIC PVMT MKG, WORDS AND/OR SYMBOLS, WHITE, TP P | EA | 4.0 | $ - 0 | |
| 659-7040 | HOT APPLIED PREFORMED PLASTIC PVMT MKG, COLORIZED BIKE LANE, GREEN, TP _ - TR | SY | 113.0 | $ - 0 | |
| SIGNALS | |||||
| 636-1033 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 | SF | 75.0 | $ - 0 | |
| 636-1041 | HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9 | SF | 81.0 | $ - 0 | |
| 639-2002 | STEEL WIRE STRAND CABLE, 3/8 IN | LF | 540.0 | $ - 0 | |
| 639-4004 | STRAIN POLE, TP IV | EA | 4.0 | $ - 0 | |
| 647-1000 | TRAFFIC SIGNAL INSTALLATION NO - - 1 | LS | 1.0 | $ - 0 | |
| 647-5230 | SIGNAL ASSEMBLY, FLASHING SCHOOL, COMPLETE | EA | 1.0 | $ - 0 | |
| 682-6233 | CONDUIT, NONMETL, TP 3, 2 IN | LF | 330.0 | $ - 0 | |
| 682-9950 | DIRECTIONAL BORE - - 5 INCH | LF | 330.0 | $ - 0 | |
| TOTAL PRICE | $ - 0 |
File details come from the government source that posted it. Updated .