Scranton_Paving_2026_-_Bid_Form_03-20-2026.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- Scranton Paving Spring 2026 State and local contract opportunity
- Solicitation number
- 2026-ITB-124
- Issued by
- Lackawanna County, Pennsylvania
About this file
This is a bid form for the Scranton Paving Spring 2026 project issued by the City of Scranton Department of Business Administration in Pennsylvania. The project encompasses asphalt paving, milling of asphalt pavement, asphaltic and stone base repairs, concrete sidewalk curb ramps, utility adjustments, and traffic maintenance across seventeen base bid locations and three alternate locations throughout Scranton. Base bid items include varying quantities of Superpave asphalt mixture (binder and wearing courses), milling operations, asphalt and concrete curbing, accessible curb ramps, cement concrete sidewalks, subbase preparation, and pavement markings, with quantities ranging from 40 to 4,460 square yards for asphalt work and linear curbing from 100 to 1,640 feet. Sealed bids must be submitted electronically through the City's e-Procurement Portal by 10:00 a.m. on Thursday, April 16, 2026, with written questions due by 11:59 p.m. on Monday, April 13, 2026. A public bid opening will follow in City Council Chambers on the second floor of City Hall. The contract term extends until August 31, 2026, with work to be substantially completed within 183 days from the Notice to Proceed, subject to liquidated damages of $500 per day for delays.
The bid form displays a preliminary total sum of $20,000.00 for all base bids combined, though this represents only the predetermined amount items and appears to be a placeholder pending submission of unit prices by bidders. Bidders must provide unit prices for all line items to complete the bid response. Qualified bidders must demonstrate a minimum of five years of experience under their current business name, maintain a valid contractor's license in the City of Scranton, and be prequalified by the Pennsylvania Department of Transportation as a prime contractor. A bid bond equal to 10 percent of the contract amount is required, with performance and payment bonds each at 100 percent of the contract amount required prior to execution. The contract is subject to Pennsylvania Prevailing Wage Act requirements with rates effective February 23, 2026. Comprehensive insurance coverage is mandatory, including workers' compensation (statutory), employer's liability ($500,000 minimum), comprehensive general liability ($1,000,000 per occurrence), and comprehensive automobile liability ($300,000 per person/$500,000 per occurrence), all issued by carriers with an A.M. Best rating of "A-" or better and licensed in Pennsylvania. No specific set-asides for disadvantaged enterprises or other restricted categories are identified.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Scranton_Paving_Spring_2026_(Addendum_#3_Revision).pdf | ||
| Scranton_Paving_Spring_2026.pdf | ||
| Scranton_2026_Paving_-_Location_Map_.pdf | ||
| Scranton_2026_Paving_-_Technical_Specs_3-24-26.pdf | ||
| Scranton_2026_Paving_-_Technical_Specs_3-24-26.pdf | ||
| Scranton_Paving_2026_-_Bid_Form_03-20-2026.xlsx | XLSX spreadsheet | |
| Scranton_2026_Paving_-_Location_Map_.pdf | ||
| Scranton_2026_Paving_-_Front_End_Specs_3-25-26.pdf | ||
| Scranton_2026_Paving_-_Front_End_Specs_3-25-26.pdf | ||
| Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf | ||
| Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf | ||
| Bid_Form_Template_9.17.24.docx | DOCX document | |
| Bid_Form_Template_9.17.24.docx | DOCX document |
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Text version
Sheet1
| BASE BID | |||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| BASE BID 1. ATLANTA AVENUE, GREENBUSH STREET TO REESE STREET | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 875 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 875 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 875 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 151 | $ - 0 | |
| TOTAL BASE BID 1: | $ - 0 |
| BASE BID 2. BRISTOL COURT, E MARKET STREET TO DEACON STREET | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 40 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 284 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 12 | $ - 0 | |
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 142 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 142 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 142 | $ - 0 | |
| TOTAL BASE BID 2: | $ - 0 |
| BASE BID 3. BYRON LANE, N KEYSER AVENUE TO DEAD END | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 980 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 980 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 980 | $ - 0 | |
| TOTAL BASE BID 3: | $ - 0 |
| BASE BID 4. CLOVER STREET, W MARKET STREET TO DEAD END | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 100 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 642 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 29 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 642 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 143 | $ - 0 | |
| TOTAL BASE BID 4: | $ - 0 |
| BASE BID 5. CLOVER STREET, STEELE STREET TO DEAD END | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 1263 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1263 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 1263 | $ - 0 | |
| TOTAL BASE BID 5: | $ - 0 |
| BASE BID 6. CROSSIN COURT, SWETLAND STREET TO SCHLAGER STREET | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 1425 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1425 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 1425 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 650 | $ - 0 | |
| TOTAL BASE BID 6: | $ - 0 |
| BASE BID CONTINUED | |||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| BASE BID 7. CROSSIN COURT, SCHLAGER STREET TO ORAM STREET | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 65 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 837 | $ - 0 | |
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 167 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 30 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 167 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 670 | $ - 0 | |
| TOTAL BASE BID 7: | $ - 0 |
| BASE BID 8. DONNELLY COURT, PALM STREET TO PEAR STREET | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 464 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 464 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 40 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 464 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 100 | $ - 0 | |
| TOTAL BASE BID 8: | $ - 0 |
| BASE BID 9. FIG STREET, S WEBSTER AVENUE TO CROWN AVENUE | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 551 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 3672 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 165 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 3672 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 1640 | $ - 0 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | EA | 4 | $ - 0 | |
| 0960-0005 | 6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS | LF | 60 | $ - 0 | |
| 0960-0021 | 24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS | LF | 42 | $ - 0 | |
| TOTAL BASE BID 9: | $ - 0 |
| BASE BID 10. GILBERT STREET, ROCKWELL AVENUE TO LEACH STREET | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 264 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 1800 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 85 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1800 | $ - 0 | |
| 0676-0001 | CEMENT CONCRETE SIDEWALK | SY | 18 | $ - 0 | |
| 0350-0106 | SUBBASE 6" DEPTH (NO. 2A) | SY | 18 | $ - 0 | |
| TOTAL BASE BID 10: | $ - 0 |
| BASE BID CONTINUED | |||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| BASE BID 11. HERTZ COURT, HEMLOCK STREET TO ORCHARD STREET | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 40 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 632 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 20 | $ - 0 | |
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 196 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 436 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 196 | $ - 0 | |
| TOTAL BASE BID 11: | $ - 0 |
| BASE BID 12. JOSEPH AVENUE, ASH STREET TO DEAD END | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 722 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 722 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 722 | $ - 0 | |
| TOTAL BASE BID 12: | $ - 0 |
| BASE BID 13. LEACH STREET, GILBERT AVENUE TO DEAD END | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 116 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 772 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 35 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 772 | $ - 0 | |
| TOTAL BASE BID 13: | $ - 0 |
| BASE BID 14. MATTHEW AVENUE, ASH STREET TO (& INCLUDING) CUL-DE-SAC | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 519 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 3459 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 156 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 3459 | $ - 0 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | EA | 3 | $ - 0 | |
| 9000-0099 | MISCELLANEOUS DRAINAGE REPAIRS - PRE-DETERMINED AMOUNT | PDA | 10,000.00 | $ 1.00 | $ 10,000.00 |
| TOTAL BASE BID 14: | $ 10,000.00 |
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| BASE BID 15. STIPP COURT, ROSELYNN STREET TO EAST GIBSON STREET | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 650 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 4460 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 200 | $ - 0 | |
| TOTAL BASE BID 15: | $ - 0 |
| BASE BID CONTINUED | |||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| BASE BID 16. PEAR STREET, S IRVING AVENUE TO DEAD END AT CROWN AVENUE | |||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 400 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 2663 | $ - 0 | |
| 4413-1019 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, INCLUDING TACK COAT | TON | 120 | $ - 0 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2663 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 150 | $ - 0 | |
| 0630-0031 | PLAIN CEMENT CONCRETE CURB, 6" HEIGHT, INCLUDING 2A SUBBASE | LF | 150 | $ - 0 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | EA | 4 | $ - 0 | |
| 9000-0099 | MISCELLANEOUS DRAINAGE REPAIRS - PRE-DETERMINED AMOUNT | PDA | 10,000.00 | $ 1.00 | $ 10,000.00 |
| TOTAL BASE BID 16: | $ 10,000.00 |
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| BASE BID 17. WATROUS AVENUE, ASH STREET TO DEAD END | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 520 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 520 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 520 | $ - 0 | |
| TOTAL BASE BID 17: | $ - 0 |
TOTAL SUM OF ALL BASE BIDS $ 20,000.00
| ADD ALTERNATES | |||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| ADD ALTERNATE 1. HOLLOW AVENUE,WEST MARKET STREET TO BRIDGE | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 955 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 955 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 955 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 1000 | $ - 0 | |
| TOTAL ADD ALTERNATE 1 | $ - 0 | ||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| ADD ALTERNATE 2. HOLLOW AVENUE,CUL-DE-SAC (NOTE WEIGHT LIMITED BRIDGE) | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 400 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 400 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 400 | $ - 0 | |
| 0636-0001 | ASPHALT CURB | LF | 225 | $ - 0 | |
| TOTAL ADD ALTERNATE 2 | $ - 0 | ||||
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | TOTAL BID PRICE |
| ADD ALTERNATE 3. CENTER STREET, PENN AVENUE TO FRANKLIN AVENUE | |||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 785 | $ - 0 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 785 | $ - 0 | |
| 4413-0195 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L, INCLUDING TACK COAT AND UTILITY ADJUSTMENTS | SY | 785 | $ - 0 | |
| TOTAL ADD ALTERNATE 3 | $ - 0 | ||||
| TOTAL SUM OF ALL ADD ALTERNATES | $ - 0 |
TOTAL SUM OF ALL BASE BIDS + ADD ALTERNATES $ 20,000.00
File details come from the government source that posted it. Updated .