26-27-09 Bid Form-2027 Street Rehabilitation and Preservation.XLSX
XLSX spreadsheet 55 KB Posted
- Solicitation number
- 311-26-27-09
- Issued by
- Randolph County, Greensboro City, North Carolina
About this file
This is a bid form for the 2027 Street Rehabilitation & Preservation Project issued by the City of Greenville Engineering and Right of Way Services Department in North Carolina. The project involves street rehabilitation and preservation work within the city. A non-mandatory pre-bid meeting is scheduled for Thursday, November 5, 2026, at 2:00 pm at 1500 Beatty Street, Greenville, NC, for interested contractors, subcontractors, and materials suppliers. Inquiries regarding the bid should be directed to John Paul Harrell, Construction Project Manager I, at 252.329.4887 or jharrell@greenvillenc.gov.
The bid form itself serves as the primary document for contractors to submit their proposals. Specific pricing terms, quantities, set-asides, funding sources, and contract duration details are contained within the form's structure, which contractors must complete and return according to the specified submission requirements. No incumbent information, special set-asides, or renewal options are identified in the available summary information provided.
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Text version
Sheet1 2027 Street Rehabilitation and Preservation Project
BID OPENING DATE: November 23rd, 2026
The unit prices noted herein shall include installing in place, complete and accepted.
| BASE BID – CONTRACT TIME: 120 DAYS |
| STREET REHABILITATION & PRESERVATION, COLD MILLING OF ASPHALT PAVEMENTS, PAVEMENT MARKINGS/SIGNALS |
| Item | Item | Scheduled | Unit | Unit Price | Amount | ||||||||||||
| No. | Description | Quantities | |||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | REDO | OK | OK | REDO | ||||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 5,806 | TON | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 5,806 | TON | OK | OK | OK | OK | REDO | ||||
| 3 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C | 103 | TON | $ - 0 | 3 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C | 103 | TON | OK | REDO | OK | OK | REDO | ||||
| 4 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 1,358 | TON | $ - 0 | 4 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 1,358 | TON | OK | OK | OK | OK | REDO | ||||
| 5 | STREET MICRO SURFACING – TYPE II (DOUBLE APPLICATION) | 76,116 | SY | $ - 0 | 5 | STREET MICRO SURFACING – TYPE II (DOUBLE APPLICATION) | 76,116 | SY | OK | OK | OK | OK | REDO | ||||
| 6 | CRACK SEALING | 52,107 | SY | $ - 0 | 6 | CRACK SEALING | 52,107 | SY | OK | OK | OK | OK | REDO | ||||
| 7 | REJUVINATOR | 48,313 | SY | $ - 0 | 7 | REJUVINATOR | 48,313 | SY | OK | OK | OK | OK | REDO | ||||
| 8 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 14 | EA | $ - 0 | 8 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 14 | EA | OK | OK | OK | OK | REDO | 11 | |||
| 9 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 25 | EA | $ - 0 | 9 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 25 | EA | OK | OK | OK | OK | REDO | 19 | |||
| 10 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 1,543 | LF | $ - 0 | 0 | 10 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 1,543 | LF | OK | OK | OK | OK | REDO | |||
| 11 | REMOVAL OF EXISTING VALLEY GUTTER | 568 | LF | $ - 0 | 11 | REMOVAL OF EXISTING VALLEY GUTTER | 568 | LF | OK | OK | OK | OK | REDO | ||||
| 12 | 24” CONCRETE CURB AND GUTTER | 1,801 | LF | $ - 0 | 1361 | 12 | 24” CONCRETE CURB AND GUTTER | 1,801 | LF | OK | OK | OK | OK | REDO | 1361 | HC Ramps | |
| 13 | 30” CONCRETE CURB AND GUTTER | 182 | LF | $ - 0 | 13 | 30” CONCRETE CURB AND GUTTER | 182 | LF | OK | OK | OK | OK | REDO | ||||
| 14 | VALLEY GUTTER | 35 | CY | $ - 0 | 14 | VALLEY GUTTER | 35 | CY | OK | OK | OK | OK | REDO | ||||
| 15 | 4” THICK CONCRETE SIDEWALK | 120 | SY | $ - 0 | 0 | 15 | 4” THICK CONCRETE SIDEWALK | 120 | SY | OK | OK | OK | OK | REDO | 0 | HC Ramps | |
| 16 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 44 | EA | $ - 0 | 44 | 16 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 44 | EA | OK | OK | OK | OK | REDO | 18 | HC Ramps from Micro | |
| 17 | TYPE 1 MODIFIED CONCRETE WHEELCHAIR RAMP | 33 | EA | $ - 0 | 17 | TYPE 1 MODIFIED CONCRETE WHEELCHAIR RAMP | 33 | EA | OK | OK | OK | OK | REDO | ||||
| 18 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 2 | EA | $ - 0 | 18 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 2 | EA | OK | OK | OK | OK | REDO | ||||
| 19 | TYPE 3 MODIFIED CONCRETE WHEELCHAIR RAMP | 10 | EA | $ - 0 | 19 | TYPE 3 MODIFIED CONCRETE WHEELCHAIR RAMP | 10 | EA | OK | OK | OK | OK | REDO | ||||
| 20 | TYPE 4A CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | 20 | TYPE 4A CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO | ||||
| 21 | SEEDING AND MULCHING | 287 | SY | $ - 0 | 21 | SEEDING AND MULCHING | 287 | SY | OK | OK | OK | OK | REDO | ||||
| 22 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 22 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | ||||
| 23 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 52,663 | SY | $ - 0 | 23 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 52,663 | SY | OK | OK | OK | OK | REDO | ||||
| 24 | GEOTEXTILE FOR PAVEMENT STABILIZATION | 751 | SY | $ - 0 | 24 | GEOTEXTILE FOR PAVEMENT STABILIZATION | 751 | SY | OK | OK | OK | OK | REDO | ||||
| 25 | PROOF ROLLING | 29 | HR | $ - 0 | 25 | PROOF ROLLING | 29 | HR | OK | OK | OK | OK | REDO | ||||
| 26 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 209 | LF | $ - 0 | 26 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 209 | LF | OK | OK | OK | OK | REDO | ||||
| 27 | 24” THERMOPLASTIC WHITE LINE, 120 MILS | 238 | LF | $ - 0 | 27 | 24” THERMOPLASTIC WHITE LINE, 120 MILS | 238 | LF | OK | OK | OK | OK | REDO | ||||
| 28 | 4” THERMOPLASTIC YELLOW LINE, 120 MILS | 630 | LF | $ - 0 | 28 | 4” THERMOPLASTIC YELLOW LINE, 120 MILS | 630 | LF | OK | OK | OK | OK | REDO | ||||
| 29 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 8 | EA | $ - 0 | 29 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 8 | EA | OK | OK | OK | OK | REDO | ||||
| 30 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, COMBINATION ARROWS | 1 | EA | $ - 0 | 30 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, COMBINATION ARROWS | 1 | EA | OK | OK | OK | OK | REDO | 0 | |||
| 31 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” WHITE | 209 | LF | $ - 0 | 31 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” WHITE | 209 | LF | OK | OK | OK | OK | REDO | ||||
| 32 | TEMPORARY PAINT PAVEMENT MARKING LINES, 24” WHITE | 238 | LF | $ - 0 | 32 | TEMPORARY PAINT PAVEMENT MARKING LINES, 24” WHITE | 238 | LF | OK | OK | OK | OK | REDO | ||||
| 33 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” YELLOW | 630 | LF | $ - 0 | 33 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” YELLOW | 630 | LF | OK | OK | OK | OK | REDO | ||||
| 34 | TEMPORARY PAINT PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 8 | EA | $ - 0 | 34 | TEMPORARY PAINT PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 8 | EA | OK | OK | OK | OK | REDO | ||||
| 35 | TEMPORARY PAINT PAVEMENT MARKING SYMBOLS, COMBINATION ARROWS | 1 | EA | $ - 0 | 35 | TEMPORARY PAINT PAVEMENT MARKING SYMBOLS, COMBINATION ARROWS | 1 | EA | OK | OK | OK | OK | REDO | 0 | |||
| 36 | TREE REMOVAL (24"-48") | 3 | EA | $ - 0 | 36 | TREE REMOVAL (24"-48") | 3 | EA | OK | OK | OK | OK | REDO | ||||
| 37 | UNDERCUT (12" DEEP) | 485 | CY | $ - 0 | 37 | UNDERCUT (12" DEEP) | 485 | CY | OK | OK | OK | OK | REDO | 211 | Added from 13" Mill | ||
| 38 | SELECT MATERIAL, CLASS IV | 550 | TON | $ - 0 | 38 | SELECT MATERIAL, CLASS IV | 550 | TON | OK | OK | OK | OK | REDO | 136 | Added from ABC Base | ||
| 39 | CONCRETE DRIVEWAY APRON (6" THICK) | 75 | SY | $ - 0 | 39 | CONCRETE DRIVEWAY APRON (6" THICK) | 75 | SY | OK | OK | OK | OK | REDO |
BASE BID TOTAL: $ - 0
| ALTERNATE BID 1 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 5 DAYS |
| TREYBROOKE CIRCLE - W. 5TH ST. TO W. 5TH ST. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||||
| No. | Description | Quantities | ||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 1,048 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 1,048 | TON | OK | OK | OK | OK | REDO | ||
| 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 123 | TON | $ - 0 | $ - 0 | 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 123 | TON | OK | OK | OK | OK | REDO | ||
| 4 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 1 | EA | $ - 0 | $ - 0 | 4 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 1 | EA | OK | OK | OK | OK | REDO | ||
| 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 78 | LF | $ - 0 | $ - 0 | 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 78 | LF | OK | OK | OK | OK | REDO | ||
| 6 | REMOVAL OF EXISTING VALLEY GUTTER | 126 | LF | $ - 0 | $ - 0 | 6 | REMOVAL OF EXISTING VALLEY GUTTER | 126 | LF | OK | OK | OK | OK | REDO | ||
| 7 | 24” CONCRETE CURB AND GUTTER | 98 | LF | $ - 0 | $ - 0 | 7 | 24” CONCRETE CURB AND GUTTER | 98 | LF | OK | OK | OK | OK | REDO | 78 | HC Ramp |
| 8 | VALLEY GUTTER | 7 | CY | $ - 0 | $ - 0 | 8 | VALLEY GUTTER | 7 | CY | OK | OK | OK | OK | REDO | ||
| 9 | SEEDING AND MULCHING | 17 | SY | $ - 0 | $ - 0 | 9 | SEEDING AND MULCHING | 17 | SY | OK | OK | OK | OK | REDO | ||
| 10 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 10 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |||
| 11 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 9,527 | SY | $ - 0 | $ - 0 | 11 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 9,527 | SY | OK | OK | OK | OK | REDO | ||
| 12 | PROOF ROLLING | 3 | HR | $ - 0 | $ - 0 | 12 | PROOF ROLLING | 3 | HR | OK | OK | OK | OK | REDO | ||
| 13 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 68 | LF | $ - 0 | $ - 0 | 13 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 68 | LF | OK | OK | OK | OK | REDO | ||
| 14 | 24” THERMOPLASTIC WHITE LINE, 120 MILS | 20 | LF | $ - 0 | $ - 0 | 14 | 24” THERMOPLASTIC WHITE LINE, 120 MILS | 20 | LF | OK | OK | OK | OK | REDO | ||
| 15 | 4” THERMOPLASTIC YELLOW LINE, 120 MILS | 136 | LF | $ - 0 | $ - 0 | 15 | 4” THERMOPLASTIC YELLOW LINE, 120 MILS | 136 | LF | OK | OK | OK | OK | REDO | ||
| 16 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 4 | EA | $ - 0 | $ - 0 | 16 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 4 | EA | OK | OK | OK | OK | REDO | ||
| 17 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” WHITE | 68 | LF | $ - 0 | $ - 0 | 17 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” WHITE | 68 | LF | OK | OK | OK | OK | REDO | ||
| 18 | TEMPORARY PAINT PAVEMENT MARKING LINES, 24” WHITE | 20 | LF | $ - 0 | $ - 0 | 18 | TEMPORARY PAINT PAVEMENT MARKING LINES, 24” WHITE | 20 | LF | OK | OK | OK | OK | REDO | ||
| 19 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” YELLOW | 136 | LF | $ - 0 | $ - 0 | 19 | TEMPORARY PAINT PAVEMENT MARKING LINES, 4” YELLOW | 136 | LF | OK | OK | OK | OK | REDO | ||
| 20 | TEMPORARY PAINT PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 4 | EA | $ - 0 | $ - 0 | 20 | TEMPORARY PAINT PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 4 | EA | OK | OK | OK | OK | REDO |
ALTERNATE BID 1 TOTAL $ - 0
| ALTERNATE BID 2 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 6 DAYS |
| E. 3RD ST. - S. HARDING ST. TO S. MEADE ST. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||
| No. | Description | Quantities | ||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 290 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 290 | TON | OK | OK | OK | OK | REDO |
| 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 158 | TON | $ - 0 | $ - 0 | 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 158 | TON | OK | OK | OK | OK | REDO |
| 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 2 | EA | $ - 0 | $ - 0 | 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 2 | EA | OK | OK | OK | OK | REDO |
| 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 310 | LF | $ - 0 | $ - 0 | 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 310 | LF | OK | OK | OK | OK | REDO |
| 6 | 30” CONCRETE CURB AND GUTTER | 310 | LF | $ - 0 | $ - 0 | 6 | 30” CONCRETE CURB AND GUTTER | 310 | LF | OK | OK | OK | OK | REDO |
| 7 | 4” THICK CONCRETE SIDEWALK | 9 | SY | $ - 0 | $ - 0 | 7 | 4” THICK CONCRETE SIDEWALK | 9 | SY | OK | OK | OK | OK | REDO |
| 8 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 2 | EA | $ - 0 | $ - 0 | 8 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 2 | EA | OK | OK | OK | OK | REDO |
| 9 | **TYPE 1A CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | 9 | **TYPE 1A CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO | |
| 10 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | $ - 0 | 10 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO |
| 11 | SEEDING AND MULCHING | 69 | SY | $ - 0 | $ - 0 | 11 | SEEDING AND MULCHING | 69 | SY | OK | OK | OK | OK | REDO |
| 12 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 12 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |
| 13 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 2,617 | SY | $ - 0 | $ - 0 | 13 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 2,617 | SY | OK | OK | OK | OK | REDO |
| 14 | GEOTEXTILE FOR PAVEMENT STABILIZATION | 384 | SY | $ - 0 | $ - 0 | 14 | GEOTEXTILE FOR PAVEMENT STABILIZATION | 384 | SY | OK | OK | OK | OK | REDO |
| 15 | PROOF ROLLING | 2 | HR | $ - 0 | $ - 0 | 15 | PROOF ROLLING | 2 | HR | OK | OK | OK | OK | REDO |
| 16 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 75 | LF | $ - 0 | $ - 0 | 16 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 75 | LF | OK | OK | OK | OK | REDO |
| 17 | TREE REMOVAL (24" - 48") | 4 | EA | $ - 0 | $ - 0 | 17 | TREE REMOVAL (24" - 48") | 4 | EA | OK | OK | OK | OK | REDO |
| 18 | UNDERCUT (12" DEEP) | 130 | CY | $ - 0 | $ - 0 | 18 | UNDERCUT (12" DEEP) | 130 | CY | OK | OK | OK | OK | REDO |
| 19 | SELECT MATERIAL, CLASS IV | 187 | TON | $ - 0 | $ - 0 | 19 | SELECT MATERIAL, CLASS IV | 187 | TON | OK | OK | OK | OK | REDO |
| **Note: Provide unit price as this is not a base bid line item. | ||||||||||||||
| ALTERNATE BID 2 TOTAL | $ - 0 |
| ALTERNATE BID 3 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 6 DAYS |
| WYNESTON RD. - BREMERTON DR. TO BREMERTON DR. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||||
| No. | Description | Quantities | ||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 964 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 964 | TON | OK | OK | OK | OK | REDO | ||
| 3 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C | 36 | TON | $ - 0 | $ - 0 | 3 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C | 36 | TON | OK | OK | OK | OK | REDO | ||
| 4 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 158 | TON | $ - 0 | $ - 0 | 4 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 158 | TON | OK | OK | OK | OK | REDO | 110 | Combined LI's |
| 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 72 | LF | $ - 0 | $ - 0 | 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 72 | LF | OK | OK | OK | OK | REDO | ||
| 6 | REMOVAL OF EXISTING VALLEY GUTTER | 12 | LF | $ - 0 | $ - 0 | 6 | REMOVAL OF EXISTING VALLEY GUTTER | 12 | LF | OK | OK | OK | OK | REDO | ||
| 7 | 24” CONCRETE CURB AND GUTTER | 72 | LF | $ - 0 | $ - 0 | 7 | 24” CONCRETE CURB AND GUTTER | 72 | LF | OK | OK | OK | OK | REDO | ||
| 8 | VALLEY GUTTER | 2 | CY | $ - 0 | $ - 0 | 8 | VALLEY GUTTER | 2 | CY | OK | OK | OK | OK | REDO | ||
| 9 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 9 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |||
| 10 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 8,800 | SY | $ - 0 | $ - 0 | 10 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 8,800 | SY | OK | OK | OK | OK | REDO | ||
| 11 | PROOF ROLLING | 2 | HR | $ - 0 | $ - 0 | 11 | PROOF ROLLING | 2 | HR | OK | OK | OK | OK | REDO | ||
| 12 | UNDERCUT (12" DEEP) | 72 | CY | $ - 0 | $ - 0 | 12 | UNDERCUT (12" DEEP) | 72 | CY | OK | OK | OK | OK | REDO | ||
| 13 | SELECT MATERIAL, CLASS IV | 34 | TON | $ - 0 | $ - 0 | 13 | SELECT MATERIAL, CLASS IV | 34 | TON | OK | OK | OK | OK | REDO |
ALTERNATE BID 3 TOTAL $ - 0
| ALTERNATE BID 4 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 5 DAYS |
| JAMESTOWN RD. - WILLIAMSBURG DR. TO WESLEY RD. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||||
| No. | Description | Quantities | ||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 615 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 615 | TON | OK | OK | OK | OK | REDO | ||
| 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 95 | TON | $ - 0 | $ - 0 | 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 95 | TON | OK | OK | OK | OK | REDO | ||
| 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 3 | EA | $ - 0 | $ - 0 | 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 3 | EA | OK | OK | OK | OK | REDO | 1 | Maps |
| 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 367 | LF | $ - 0 | $ - 0 | 5 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 367 | LF | OK | OK | OK | OK | REDO | ||
| 6 | 24” CONCRETE CURB AND GUTTER | 367 | LF | $ - 0 | $ - 0 | 6 | 24” CONCRETE CURB AND GUTTER | 367 | LF | OK | OK | OK | OK | REDO | ||
| 7 | SEEDING AND MULCHING | 82 | SY | $ - 0 | $ - 0 | 7 | SEEDING AND MULCHING | 82 | SY | OK | OK | OK | OK | REDO | ||
| 8 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 8 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |||
| 9 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 5,555 | SY | $ - 0 | $ - 0 | 9 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 5,555 | SY | OK | OK | OK | OK | REDO | ||
| 10 | PROOF ROLLING | 2 | HR | $ - 0 | $ - 0 | 10 | PROOF ROLLING | 2 | HR | OK | OK | OK | OK | REDO |
ALTERNATE BID 4 TOTAL $ - 0
| ALTERNATE BID 5 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 4 DAYS |
| PLACID WY. - BELVEDERE DR. TO CRESTLINE BLVD. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||||
| No. | Description | Quantities | ||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 309 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 309 | TON | OK | OK | OK | OK | REDO | ||
| 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 136 | TON | $ - 0 | $ - 0 | 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 136 | TON | OK | OK | OK | OK | REDO | ||
| 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 3 | EA | $ - 0 | $ - 0 | 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 3 | EA | OK | OK | OK | OK | REDO | 1 | Maps |
| 5 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 3 | EA | $ - 0 | $ - 0 | 5 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 3 | EA | OK | OK | OK | OK | REDO | 0 | Maps |
| 6 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 350 | LF | $ - 0 | $ - 0 | 6 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 350 | LF | OK | OK | OK | OK | REDO | ||
| 7 | REMOVAL OF EXISTING VALLEY GUTTER | 47 | LF | $ - 0 | $ - 0 | 7 | REMOVAL OF EXISTING VALLEY GUTTER | 47 | LF | OK | OK | OK | OK | REDO | ||
| 8 | 24” CONCRETE CURB AND GUTTER | 350 | LF | $ - 0 | $ - 0 | 8 | 24” CONCRETE CURB AND GUTTER | 350 | LF | OK | OK | OK | OK | REDO | ||
| 9 | VALLEY GUTTTER | 3 | CY | $ - 0 | $ - 0 | 9 | VALLEY GUTTTER | 3 | CY | OK | OK | OK | OK | REDO | ||
| 10 | SEEDING AND MULCHING | 78 | SY | $ - 0 | $ - 0 | 10 | SEEDING AND MULCHING | 78 | SY | OK | OK | OK | OK | REDO | ||
| 11 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 11 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |||
| 12 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH (EDGE MILL) | 2,100 | SY | $ - 0 | $ - 0 | 12 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH (EDGE MILL) | 2,100 | SY | OK | OK | OK | OK | REDO | ||
| 13 | PROOF ROLLING | 2 | HR | $ - 0 | $ - 0 | 13 | PROOF ROLLING | 2 | HR | OK | OK | OK | OK | REDO | ||
| 14 | TREE REMOVAL (24" - 48") | 3 | EA | $ - 0 | $ - 0 | 14 | TREE REMOVAL (24" - 48") | 3 | EA | OK | OK | OK | OK | REDO | 1 | Cluster 201 |
ALTERNATE BID 5 TOTAL $ - 0
| ALTERNATE BID 6 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 7 DAYS |
| DARDEN DR. - W. 3RD ST. TO W. 5TH ST. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||||
| No. | Description | Quantities | ||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 664 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 664 | TON | OK | OK | OK | OK | REDO | ||
| 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 144 | TON | $ - 0 | $ - 0 | 3 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 144 | TON | OK | OK | OK | OK | REDO | ||
| 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 2 | EA | $ - 0 | $ - 0 | 4 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 2 | EA | OK | OK | OK | OK | REDO | ||
| 5 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 2 | EA | $ - 0 | $ - 0 | 5 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 2 | EA | OK | OK | OK | OK | REDO | ||
| 6 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 158 | LF | $ - 0 | $ - 0 | 6 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 158 | LF | OK | OK | OK | OK | REDO | ||
| 7 | 24” CONCRETE CURB AND GUTTER | 258 | LF | $ - 0 | $ - 0 | 7 | 24” CONCRETE CURB AND GUTTER | 258 | LF | OK | OK | OK | OK | REDO | 158 | HC |
| 8 | 4” THICK CONCRETE SIDEWALK | 30 | SY | $ - 0 | $ - 0 | 8 | 4” THICK CONCRETE SIDEWALK | 30 | SY | OK | OK | OK | OK | REDO | 17 | HC |
| 9 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 7 | EA | $ - 0 | $ - 0 | 9 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 7 | EA | OK | OK | OK | OK | REDO | 11 | HC |
| 10 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 6 | EA | $ - 0 | $ - 0 | 10 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 6 | EA | OK | OK | OK | OK | REDO | ||
| 11 | TYPE 3M CONCRETE WHEELCHAIR RAMP | 2 | EA | $ - 0 | $ - 0 | 11 | TYPE 3M CONCRETE WHEELCHAIR RAMP | 2 | EA | OK | OK | OK | OK | REDO | ||
| 12 | **TYPE 4 CONCRETE WHEELCHAIR RAMP | 2 | EA | $ - 0 | 12 | **TYPE 4 CONCRETE WHEELCHAIR RAMP | 2 | EA | OK | OK | OK | OK | REDO | |||
| 13 | SEEDING AND MULCHING | 35 | SY | $ - 0 | $ - 0 | 13 | SEEDING AND MULCHING | 35 | SY | OK | OK | OK | OK | REDO | ||
| 14 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 14 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |||
| 15 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 5,928 | SY | $ - 0 | $ - 0 | 15 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 5,928 | SY | OK | OK | OK | OK | REDO | ||
| 16 | PROOF ROLLING | 3 | HR | $ - 0 | $ - 0 | 16 | PROOF ROLLING | 3 | HR | OK | OK | OK | OK | REDO | ||
| 17 | **REMOVAL OF EXISTING SPEED HUMPS | 2 | EA | $ - 0 | 17 | **REMOVAL OF EXISTING SPEED HUMPS | 2 | EA | OK | OK | OK | OK | REDO | |||
| **Note: Provide unit price as this is not a base bid line item. | ||||||||||||||||
| ALTERNATE BID 6 TOTAL | $ - 0 |
| ALTERNATE BID 7 (MILL & FILL) – ADDITIONAL CONTRACT TIME: 7 DAYS |
| E. 1ST ST. - COTANCHE ST. TO SUMMIT ST. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||||
| No. | Description | Quantities | ||||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |||
| 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 1,010 | TON | $ - 0 | $ - 0 | 2 | ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.5B | 1,010 | TON | OK | OK | OK | OK | REDO | ||
| 3 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C | 394 | TON | $ - 0 | $ - 0 | 3 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C | 394 | TON | OK | OK | OK | OK | REDO | ||
| 4 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 619 | TON | $ - 0 | $ - 0 | 4 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 619 | TON | OK | OK | OK | OK | REDO | ||
| 5 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 10 | EA | $ - 0 | $ - 0 | 5 | ADJUST/REPLACE EXISTING WATER/GAS VALVE BOXES | 10 | EA | OK | OK | OK | OK | REDO | ||
| 6 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 6 | EA | $ - 0 | $ - 0 | 6 | ADJUST/REPLACE EXISTING STORM DRAIN/SANITARY SEWER CASTINGS AND COVER | 6 | EA | OK | OK | OK | OK | REDO | ||
| 7 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 173 | LF | $ - 0 | $ - 0 | 7 | REMOVAL OF EXISTING CONCRETE CURB AND GUTTER | 173 | LF | OK | OK | OK | OK | REDO | ||
| 8 | REMOVAL OF EXISTING VALLEY GUTTER | 85 | LF | $ - 0 | $ - 0 | 8 | REMOVAL OF EXISTING VALLEY GUTTER | 85 | LF | OK | OK | OK | OK | REDO | ||
| 9 | 30” CONCRETE CURB AND GUTTER | 200 | LF | $ - 0 | $ - 0 | 9 | 30” CONCRETE CURB AND GUTTER | 200 | LF | OK | OK | OK | OK | REDO | 30 | HC |
| 10 | VALLEY GUTTTER | 5 | CY | $ - 0 | $ - 0 | 10 | VALLEY GUTTTER | 5 | CY | OK | OK | OK | OK | REDO | ||
| 11 | 4” THICK CONCRETE SIDEWALK | 11 | SY | $ - 0 | $ - 0 | 11 | 4” THICK CONCRETE SIDEWALK | 11 | SY | OK | OK | OK | OK | REDO | 0 | HC |
| 12 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 4 | EA | $ - 0 | $ - 0 | 12 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 4 | EA | OK | OK | OK | OK | REDO | 6 | HC |
| 13 | **TYPE 1 CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | 13 | **TYPE 1 CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO | |||
| 14 | TYPE 1 MODIFIED CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | $ - 0 | 14 | TYPE 1 MODIFIED CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO | ||
| 15 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | $ - 0 | 15 | TYPE 3 CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO | ||
| 16 | **TYPE 5A CONCRETE WHEELCHAIR RAMP | 1 | EA | $ - 0 | 16 | **TYPE 5A CONCRETE WHEELCHAIR RAMP | 1 | EA | OK | OK | OK | OK | REDO | |||
| 17 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 17 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |||
| 18 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 5,600 | SY | $ - 0 | $ - 0 | 18 | MILLING ASPHALT PAVEMENT, 1” to 3” DEPTH | 5,600 | SY | OK | OK | OK | OK | REDO | ||
| 19 | GEOTEXTILE FOR PAVEMENT STABILIZATION | 2,300 | SY | $ - 0 | $ - 0 | 19 | GEOTEXTILE FOR PAVEMENT STABILIZATION | 2,300 | SY | OK | OK | OK | OK | REDO | ||
| 20 | PROOF ROLLING | 3 | HR | $ - 0 | $ - 0 | 20 | PROOF ROLLING | 3 | HR | OK | OK | OK | OK | REDO | ||
| 21 | UNDERCUT (12" DEEP) | 770 | CY | $ - 0 | $ - 0 | 21 | UNDERCUT (12" DEEP) | 770 | CY | OK | OK | OK | OK | REDO | ||
| 22 | SELECT MATERIAL, CLASS IV | 500 | TON | $ - 0 | $ - 0 | 22 | SELECT MATERIAL, CLASS IV | 500 | TON | OK | OK | OK | OK | REDO | ||
| 23 | **6" PORTLAND CEMENT CONCRETE PAVEMENT, MISC. (W/O DOWESL) | 21 | SY | $ - 0 | 23 | **6" PORTLAND CEMENT CONCRETE PAVEMENT, MISC. (W/O DOWESL) | 21 | SY | OK | OK | OK | OK | REDO | |||
| **Note: Provide unit price as this is not a base bid line item. | Add Unit Price Description. Need maps of the specific areas. | |||||||||||||||
| ALTERNATE BID 7 TOTAL | $ - 0 |
ALTERNATE BID 8 (MICRO-SURFACE) – ADDITIONAL CONTRACT TIME: 2 DAYS
tc={707AFAC5-2924-42B7-8BE5-A87FC3DFEBE2}: [Threaded comment]
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Comment:
See contract note re: alternate numbering.
Reply:
Addressed
ROCKPORT DR. - ALLEN RD. TO STREET END.
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||
| No. | Description | Quantities | ||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |
| 2 | STREET MICRO-SURFACING - TYPE II (DOUBLE APPLICATION) | 1,508 | SY | $ - 0 | $ - 0 | 2 | STREET MICRO-SURFACING - TYPE II (DOUBLE APPLICATION) | 1,508 | SY | OK | OK | OK | OK | REDO |
| 3 | 24” CONCRETE CURB AND GUTTER | 20 | LF | $ - 0 | $ - 0 | 3 | 24” CONCRETE CURB AND GUTTER | 20 | LF | OK | OK | OK | OK | REDO |
| 4 | 4” THICK CONCRETE SIDEWALK | 5.5 | SY | $ - 0 | $ - 0 | 4 | 4” THICK CONCRETE SIDEWALK | 5.5 | SY | OK | OK | OK | OK | REDO |
| 5 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 2 | EA | $ - 0 | $ - 0 | 5 | REMOVAL OF EXISTNG CONCRETE WHEELCHAIR RAMPS | 2 | EA | OK | OK | OK | OK | REDO |
| 6 | TYPE 1 MODIFIED CONCRETE WHEELCHAIR RAMP | 2 | EA | $ - 0 | $ - 0 | 6 | TYPE 1 MODIFIED CONCRETE WHEELCHAIR RAMP | 2 | EA | OK | OK | OK | OK | REDO |
| 7 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 7 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO |
ALTERNATE BID 8 (MICRO) TOTAL $ - 0
| ALTERNATE BID 9 (MICRO-SURFACE) – ADDITIONAL CONTRACT TIME: 2 DAYS |
| LENDIRE WY. - ROCKPORT DR. TO STREET END. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||
| No. | Description | Quantities | ||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |
| 2 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 1.5 | TON | $ - 0 | $ - 0 | 2 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 1.5 | TON | OK | OK | OK | OK | REDO |
| 3 | STREET MICRO-SURFACING - TYPE II (DOUBLE APPLICATION) | 300 | SY | $ - 0 | $ - 0 | 3 | STREET MICRO-SURFACING - TYPE II (DOUBLE APPLICATION) | 300 | SY | OK | OK | OK | OK | REDO |
| 4 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 4 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO |
ALTERNATE BID 9 (MICRO) TOTAL $ - 0
| ALTERNATE BID 10 (MICRO-SURFACE) – ADDITIONAL CONTRACT TIME: 3 DAYS |
| ADAMS BLVD. - LAURA LN. TO SE. GREENVILLE BLVD. |
| Item | Item | Scheduled | Unit | Unit Price | Amount | |||||||||
| No. | Description | Quantities | ||||||||||||
| 1 | MOBILIZATION (5%) | 1 | LS | $ - 0 | 1 | MOBILIZATION (5%) | 1 | LS | OK | OK | OK | OK | REDO | |
| 2 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 3 | TON | $ - 0 | $ - 0 | 2 | ASPHALT PLANT MIX, PAVEMENT REPAIR, 4” DEEP, TYPE B 25.0 | 3 | TON | OK | OK | OK | OK | REDO |
| 3 | STREET MICRO-SURFACING - TYPE II (DOUBLE APPLICATION) | 3,032 | SY | $ - 0 | $ - 0 | 3 | STREET MICRO-SURFACING - TYPE II (DOUBLE APPLICATION) | 3,032 | SY | OK | OK | OK | OK | REDO |
| 4 | WORK ZONE TRAFFIC CONTROL | 1 | LS | $ - 0 | 4 | WORK ZONE TRAFFIC CONTROL | 1 | LS | OK | OK | OK | OK | REDO | |
| 5 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 81 | LF | $ - 0 | $ - 0 | 5 | 4” THERMOPLASTIC WHITE LINE, 120 MILS | 81 | LF | OK | OK | OK | OK | REDO |
| 6 | 24” THERMOPLASTIC WHITE LINE, 120 MILS | 20 | LF | $ - 0 | $ - 0 | 6 | 24” THERMOPLASTIC WHITE LINE, 120 MILS | 20 | LF | OK | OK | OK | OK | REDO |
| 7 | 4” THERMOPLASTIC YELLOW LINE, 120 MILS | 290 | LF | $ - 0 | $ - 0 | 7 | 4” THERMOPLASTIC YELLOW LINE, 120 MILS | 290 | LF | OK | OK | OK | OK | REDO |
| 8 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 4 | EA | $ - 0 | $ - 0 | 8 | THERMOPLASTIC PAVEMENT MARKING SYMBOLS, ARROWS (STRAIGHT OR TURN) | 4 | EA | OK | OK | OK | OK | REDO |
ALTERNATE BID 10 (MICRO) TOTAL $ - 0
| CONTRACTOR: _______________________________________ |
| LICENSE: _______________________________________ |
| SIGNATURE: _____________________________________ |
| DATE: __________________________________________ |
See contract note re: alternate numbering.
Addressed
File details come from the government source that posted it. Updated .