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 paving services issued by the City of Scranton, Pennsylvania's Department of Business Administration for the Scranton Paving Spring 2026 project. The project encompasses seventeen base bid items covering paving work on various streets throughout Scranton, including asphalt milling, Superpave asphalt mixture installation (binder and wearing courses), asphalt and concrete curbing, sidewalk construction, accessible curb ramps, and pavement markings. Base bid streets include Atlanta Avenue, Bristol Court, Byron Lane, Clover Street, Crossin Court, Donnelly Court, Fig Street, Gilbert Street, Hertz Court, Joseph Avenue, Leach Street, Matthew Avenue, Stipp Court, Pear Street, and Watrous Avenue, with estimated quantities ranging from 40 to 4,460 square yards depending on the specific street segment. The project also includes three add-alternate items for Hollow Avenue (two separate segments) and Center Street. Sealed bids were required to be submitted online through the City's e-Procurement Portal by 10:00 a.m. on Thursday, April 16, 2026, with public bid opening in City Council Chambers on the 2nd Floor of City Hall. Questions and clarifications were due by 11:59 p.m. on Monday, April 13, 2026, through the portal's Q&A function.
The bid form shows a total sum of all base bids at $20,000.00, with two line items (Matthew Avenue and Pear Street) each containing a pre-determined miscellaneous drainage repairs amount of $10,000.00 at a unit price of $1.00, representing the only completed pricing entries on the form. All other line items show "$-0" indicating bidders were required to submit unit prices and total bid prices for the remaining work items. The form requires bidders to be registered on the City's e-Procurement Portal to receive addenda notifications and participate in the bidding process. No incumbent contractor information, set-asides, funding sources, or contract term and renewal details are specified in this bid form document.
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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_Paving_2026_-_Bid_Form_03-20-2026.xlsx | XLSX spreadsheet | |
| Scranton_2026_Paving_-_Technical_Specs_3-24-26.pdf | ||
| Scranton_2026_Paving_-_Technical_Specs_3-24-26.pdf | ||
| 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 .