lack_ave_Bid_Schedule.xlsx
XLSX spreadsheet 46 KB Posted
- Attached to
- Lackawanna Avenue Streetscape
- Solicitation number
- 2025-ITB-083
- Issued by
- Lackawanna County, Pennsylvania
About this file
The file is a bid schedule spreadsheet for the Lackawanna Avenue Streetscape project issued by the City of Scranton, Pennsylvania. The project involves a streetscape improvement initiative with sealed bids to be received online through the City's e-Procurement Portal until 10:00 am on Wednesday, September 10, 2025. Bidders must register on the portal to view documents, receive addenda notifications, and submit their proposals. A video of the bid opening will be available for public viewing on YouTube after the live opening in City Council Chambers.
Participation in the bid requires strict adherence to the e-Procurement Portal guidelines, including following the project to receive updates and submitting all documents electronically before the specified deadline. Potential bidders must submit any technical, scope, or project-related questions via the portal's Q&A feature by 11:59 pm on the specified date. The procurement process emphasizes transparency and electronic submission, with email confirmations sent to registered bidders upon successful proposal submission.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Bid Form
| BID FORM | RUNNING TOTAL | ||||
| ITEM | DESCRIPTION | UNIT | TOTAL | ||
| QUANTITY | UNIT COST | ITEM COST |
| PROJECT : LACKWANNA AVENUE (SR 3018) STREETSCAPE | |||||
| 0230-0001 | TEST PITS | EACH | 10 | ||
| 0313-0323 | SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4 1/2" DEPTH | SY | 57 | ||
| 4313-0429 | SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 7 1/2" DEPTH OR MATCH EXISTING DEPTH IF GREATER | SY | 324 | 324sy | |
| 4350-0106 | SUBBASE 6" DEPTH (NO. 2A), OR MATCH EXISTING DEPTH IF GREATER | SY | 436 | 381sy | |
| 0413-0245 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-H | SY | 381 | ||
| 0413-6045 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH | SY | 324 | ||
| 0460-0003 | ASPHALT TACK COAT (NTT/CNTT) | SY | 705 | ||
| 0601-0560 | 18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE | LF | 7 | ||
| 0605-2771 | TYPE C FRAME AND BICYCLE SAFE GRATE | SET | 4 | ||
| 0605-2850 | STANDARD INLET BOX, HEIGHT < /= 10' | EACH | 3 | ||
| 0605-2854 | TYPE 4 INLET BOX, HEIGHT < /= 10' | EACH | 1 | ||
| 0607-0200 | REBUILT MANHOLE | EACH | 1 | ||
| 0608-0001 | MOBILIZATION | LS | 1 | ||
| 0630-0031 | PLAIN CEMENT CONCRETE CURB, 6" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB | LF | 1495 | ||
| 0676-0001 | CEMENT CONCRETE SIDEWALK | SY | 1718 | ||
| 0676-0003 | SIDEWALKS AND DRIVEWAY APRONS THROUGH DRIVEWAYS | SY | 205 | ||
| 0695-0004 | DETECTABLE WARNING SURFACE, POLYMER COMPOSITE | SF | 152 | ||
| 0802-0001 | TOPSOIL FURNISHED AND PLACED | CY | 3 | ||
| 0804-0025 | SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH | LB | 1 | ||
| 0901-0001 | MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION | LS | 1 | ||
| 0910-0001 | JUNCTION BOXES | EACH | 11 | ||
| 0910-0154 | POLE FOUNDATION, TYPE FC | EACH | 11 | $ - 0 | |
| 4910-4116 | UNDERGROUND CABLE, COPPER, 1 CONDUCTOR | LS | 1 | ||
| 0910-5055 | 2" DIRECT BURIAL CONDUIT | LF | 825 | ||
| 0910-5059 | 3" DIRECT BURIAL CONDUIT | LF | 85 | ||
| 0910-6000 | TRENCH | LF | 910 | ||
| 0910-7020 | COMPLETE POWER SUPPLY SYSTEM | EACH | 1 | ||
| 0910-7210 | TESTING OF ENTIRE LIGHTING SYSTEM | LS | 1 | ||
| 0931-0001 | POST MOUNTED SIGNS, TYPE B | SF | 79.9 | ||
| 0935-0001 | POST MOUNTED SIGNS, TYPE F | SF | 54.75 | ||
| 0941-0001 | RESET POST MOUNTED SIGNS, TYPE B | EACH | 12 | ||
| 0945-0001 | RESET POST MOUNTED SIGNS, TYPE F | EACH | 18 | ||
| 4951-4020 | PEDESTRIAN STUB POLES, COMPLETE IN-PLACE, INCLUDING PEDESTRIAN PUSH BUTTON, PEDESTRIAN CROSSING SIGN, CONDUIT, SIGNAL CABLE, CONTROLLER MODIFICATIONS, RELOCATION OF EXISTING JUNCTION BOX, AND REMOVAL OF EXISTING STUB POLES, PUSH BUTTONS, AND PEDESTRIAN CROSSING SIGNS. | LS | 1 | ||
| 0963-0001 | PAVEMENT MARKING REMOVAL | SF | 1363 | ||
| 0964-0001 | 4" WHITE EPOXY PAVEMENT MARKINGS | LF | 1443 | $ - 0 | |
| 0964-0002 | 4" YELLOW EPOXY PAVEMENT MARKINGS | LF | 1465 | ||
| 0964-0005 | 6" WHITE EPOXY PAVEMENT MARKINGS | LF | 278 | ||
| 0964-0025 | 12" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS | LF | 563 | ||
| 0964-0026 | 24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS | LF | 597 | ||
| 0964-0222 | WHITE EPOXY LEGEND, "RIGHT ARROW", 12' - 0" X 3' - 0" | EACH | 4 | $ - 0 | |
| 0964-0224 | WHITE EPOXY LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0" | EACH | 2 | ||
| 0964-0226 | WHITE EPOXY LEGEND, "THRU AND RIGHT ARROW", 20' - 0" X 3' - 7" | EACH | 2 | ||
| 0971-0001 | REMOVE POST MOUNTED SIGNS, TYPE B | EACH | 11 | ||
| 0975-0001 | REMOVE POST MOUNTED SIGNS, TYPE F | EACH | 11 | ||
| 9000-0001 | LP STREET LIGHT FIXTURE AND LUMINAIRES | EACH | 11 | ||
| 9000-0002 | REINFORCED CONCRETE WALL AND FOUNDATION, COMPLETE IN-PLACE, INLCUDING REMOVAL OF EXISTING CONCRETE WALL AND COBBLESTONE DRIVEWAY RESTORATION | LS | 1 | ||
| 9000-0003 | PLAIN CEMENT CONCRETE CHEEKWALL | LF | 141 | $ - 0 | |
| 9000-0004 | 6'x6' TREE PIT LANDSCAPING, METAL GRATE, AND TREE | EACH | 4 | ||
| 9000-0005 | 6'x4' TREE PIT LANDSCAPING, METAL GRATE, AND TREE | EACH | 17 | ||
| 9000-0006 | RESET PARKING KIOSK | EACH | 3 | ||
| 9000-0007 | REMOVE PARKING KIOSK | EACH | 1 | ||
| 9000-0008 | INSTALLATION OF BUS SHELTER | LS | 1 | ||
| 9000-0009 | REMOVE EXISTING STREET LIGHTS AND OVERHEAD WIRING | EACH | 8 | $ - 0 | |
| SUB-TOTAL LACKWANNA AVENUE (SR 3018) STREETSCAPE | |||||
| TOTAL AMOUNT OF BID FOR LACKWANNA AVENUE (SR 3018) STREETSCAPE |
&"Arial,Bold"&12WEST PITTSTON BOROUGHSEWER SYSTEM IMPROVEMENT PROJECTBASE BID SCHEDULE
&"-,Bold"&8Bid Form Page 00410-&P of 00410-4&"Times New Roman,Bold"
Section 0020 - Bid Form Section 0020 Page 3 of 18
Estimate
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | BID PRICE | RUNNING TOTAL |
| BASE BID | ||||||
| 1. LUCKY RUN ROAD - DIVISION TO CITY LINE | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 765 | $ 45.00 | $ 34,425.00 | |
| 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 | 5100 | $ 10.00 | $ 51,000.00 | |
| 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 | 230 | $ 120.00 | $ 27,600.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 5100 | $ 4.00 | $ 20,400.00 | |
| TOTAL1. LUCKY RUN ROAD - DIVISION TO CITY LINE | $ 133,425.00 | $ 133,425.00 | ||||
| TOTAL OF ALL UNIT PRICE BID ITEMS | $ |
&"Arial,Bold"&12WEST PITTSTON BOROUGHSEWER SYSTEM IMPROVEMENT PROJECTBASE BID SCHEDULE
Page 00410-4.&P of 00410-6&"Times New Roman,Bold"
Section 0020 - Bid Form Section 0020 Page 3 of 18
Estimate Summary
| ITEM NO. | DESCRIPTION | UNIT | ESTIMATED QUANTITY | BID UNIT PRICE | BID PRICE | RUNNING TOTAL |
| BASE BID | ||||||
| 1. LUCKY RUN ROAD - DIVISION TO CITY LINE | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 765 | $ 45.00 | $ 34,425.00 | |
| 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 | 5100 | $ 10.00 | $ 51,000.00 | |
| 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 | 230 | $ 120.00 | $ 27,600.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 5100 | $ 4.00 | $ 20,400.00 | |
| TOTAL1. LUCKY RUN ROAD - DIVISION TO CITY LINE | $ 133,425.00 | $ 133,425.00 | ||||
| 2. EUCLID AVENUE- 915' SOUTH OF GERARD TO PAVING JOINT ON CLEARVIEW | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 294 | $ 40.00 | $ 11,760.00 | |
| 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 | 1956 | $ 9.00 | $ 17,604.00 | |
| 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 | 89 | $ 120.00 | $ 10,680.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1956 | $ 4.00 | $ 7,824.00 | |
| TOTAL2. EUCLID AVENUE- 915' SOUTH OF GERARD TO PAVING JOINT ON CLEARVIEW | $ 47,868.00 | $ 181,293.00 | ||||
| 3. MANILA PLACE - GARFIELD TO FILMORE | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 1019 | $ 20.00 | $ 20,380.00 | |
| 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 | 1019 | $ 9.00 | $ 9,171.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1019 | $ 7.00 | $ 7,133.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 50 | $ 2.50 | $ 125.00 | |
| TOTAL3. MANILA PLACE - GARFIELD TO FILMORE | $ 36,809.00 | $ 218,102.00 | ||||
| 4. PARKHURST PLACE - REBECCA TO GARFIELD | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 55 | $ 40.00 | $ 2,200.00 | |
| 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 | 545 | $ 9.00 | $ 4,905.00 | |
| 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 | 25 | $ 120.00 | $ 3,000.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 545 | $ 4.00 | $ 2,180.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 310 | $ 2.50 | $ 775.00 | |
| TOTAL 4. PARKHURST PLACE - REBECCA TO GARFIELD | $ 13,060.00 | $ 231,162.00 | ||||
| 5. EVAN COURT - PETTIBONE TO SCHLAGER | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 1000 | $ 20.00 | $ 20,000.00 | |
| 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 | 1000 | $ 9.00 | $ 9,000.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1000 | $ 7.00 | $ 7,000.00 | |
| TOTAL 5. EVAN COURT - PETTIBONE TO SCHLAGER | $ 36,000.00 | $ 267,162.00 | ||||
| 6. HOWELL STREET - MAIN TO PLEASANT | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 80 | $ 40.00 | $ 3,200.00 | |
| 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 | 800 | $ 9.00 | $ 7,200.00 | |
| 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 | 36 | $ 120.00 | $ 4,320.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 800 | $ 4.00 | $ 3,200.00 | |
| TOTAL 6. HOWELL STREET - MAIN TO PLEASANT | $ 17,920.00 | $ 285,082.00 | ||||
| 7. DRINKER PLACE - NORTH WASHINGTON TO BOULEVARD | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 3192 | $ 20.00 | $ 63,840.00 | |
| 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 | 3192 | $ 9.00 | $ 28,728.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 3192 | $ 7.00 | $ 22,344.00 | |
| TOTAL 7. DRINKER PLACE - NORTH WASHINGTON TO BOULEVARD | $ 114,912.00 | $ 399,994.00 | ||||
| 8. ROSS AVENUE - GREENRIDGE TO MARION | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 143 | $ 40.00 | $ 5,720.00 | |
| 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 | 1429 | $ 9.00 | $ 12,861.00 | |
| 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 | 65 | $ 120.00 | $ 7,800.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1429 | $ 4.00 | $ 5,716.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 420 | $ 2.50 | $ 1,050.00 | |
| TOTAL 8. ROSS AVENUE - GREENRIDGE TO MARION | $ 33,147.00 | $ 433,141.00 | ||||
| 9. ELECTRIC STREET - N WASHINGTON TO SUNSET PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 344 | $ - 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 | 3432 | $ - 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 | 155 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 3432 | $ - 0 | ||
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 130 | $ - 0 | ||
| TOTAL 9. ELECTRIC STREET - N WASHINGTON TO SUNSET PAWC | $ - 0 | $ 433,141.00 | ||||
| 11. CENTER STREET - PENN TO FRANKLIN PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 478 | $ - 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 | 956 | $ - 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 | 44 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 956 | $ - 0 | ||
| TOTAL 11. CENTER STREET - PENN TO FRANKLIN PAWC | $ - 0 | $ 433,141.00 | ||||
| 14. NORTH WEBSTER AVENUE - OLIVE TO PINE PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 204 | $ - 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 | 2034 | $ - 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 | 92 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2034 | $ - 0 | ||
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ - 0 | ||
| TOTAL 14. NORTH WEBSTER AVENUE - OLIVE TO PINE PAWC | $ - 0 | $ 433,141.00 | ||||
| 15. STIPP COURT - MYRTLE TO WHEELER | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 668 | $ 20.00 | $ 13,360.00 | |
| 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 | 668 | $ 9.00 | $ 6,012.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 668 | $ 7.00 | $ 4,676.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 15. STIPP COURT - MYRTLE TO WHEELER | $ 32,048.00 | $ 465,189.00 | ||||
| 16. JOHN AVENUE - ASH SOUTH TO DEAD END PAWC | ||||||
| 4350-0106 | SUBBASE (NO. 2A) 6" DEPTH, INCLUDING EXCAVATION | SY | 200 | $ - 0 | ||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 616 | $ - 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 | 616 | $ - 0 | ||
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 616 | $ - 0 | ||
| TOTAL 16. JOHN AVENUE - ASH SOUTH TO DEAD END PAWC | $ - 0 | $ 465,189.00 | ||||
| 19. EAST GIBSON STREET - COLFAX TO WHEELER PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 159 | $ - 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 | 1585 | $ - 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 | 72 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1585 | $ - 0 | ||
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 700 | $ - 0 | ||
| TOTAL 19. EAST GIBSON STREET - COLFAX TO WHEELER PAWC | $ - 0 | $ 465,189.00 | ||||
| 20. EAST GIBSON STREET - COLFAX TO RICHTER PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 247 | $ - 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 | 1643 | $ - 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 | 74 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1643 | $ - 0 | ||
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 360 | $ - 0 | ||
| TOTAL 20. EAST GIBSON STREET - COLFAX TO RICHTER PAWC | $ - 0 | $ 465,189.00 | ||||
| 21. COLFAX STREET PINE TO EAST GIBSON | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 437 | $ 45.00 | $ 19,665.00 | |
| 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 | 2182 | $ 10.00 | $ 21,820.00 | |
| 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 | 99 | $ 120.00 | $ 11,880.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2182 | $ 4.00 | $ 8,728.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 21. COLFAX STREET PINE TO EAST GIBSON | $ 70,093.00 | $ 535,282.00 | ||||
| 22. COLFAX STREET - PINE TO OLIVE | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 414 | $ 45.00 | $ 18,630.00 | |
| 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 | 2067 | $ 10.00 | $ 20,670.00 | |
| 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 | 94 | $ 120.00 | $ 11,280.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2067 | $ 4.00 | $ 8,268.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 75 | $ 2.50 | $ 187.50 | |
| TOTAL 22. COLFAX STREET - PINE TO OLIVE | $ 59,035.50 | $ 594,317.50 | ||||
| 26. ASH STREET - JAMES TO RR BRIDGE | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 190 | $ 45.00 | $ 8,550.00 | |
| 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 | 1262 | $ 11.00 | $ 13,882.00 | |
| 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 | 57 | $ 120.00 | $ 6,840.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1262 | $ 5.00 | $ 6,310.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 150 | $ 2.50 | $ 375.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 26. ASH STREET - JAMES TO RR BRIDGE | $ 43,957.00 | $ 638,274.50 | ||||
| 28. MAX COURT - RIVER TO ORCHARD | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 639 | $ 20.00 | $ 12,780.00 | |
| 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 | 639 | $ 9.00 | $ 5,751.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 639 | $ 7.00 | $ 4,473.00 | |
| TOTAL 28. MAX COURT - RIVER TO ORCHARD | $ 23,004.00 | $ 661,278.50 | ||||
| 29. MEADOW AVENUE - MOOSIC TO RIVER | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 607 | $ 55.00 | $ 33,385.00 | |
| 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 | 6064 | $ 12.00 | $ 72,768.00 | |
| 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 | 273 | $ 140.00 | $ 38,220.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 6064 | $ 7.00 | $ 42,448.00 | |
| 0962-1000 | 4" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 2302 | $ 1.00 | $ 2,302.00 | |
| 0962-1001 | 6" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 566 | $ 1.50 | $ 849.00 | |
| 0962-1019 | 24" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 273 | $ 6.00 | $ 1,638.00 | |
| 0962-1061 | WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-0" | EA | 6 | $ 300.00 | $ 1,800.00 | |
| 0962-1062 | WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0" | EA | 16 | $ 300.00 | $ 4,800.00 | |
| 0962-1064 | WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND LEFT ARROW", 20'-0" X 3'-7" | EA | 2 | $ 350.00 | $ 700.00 | |
| 0962-1005 | 4" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 2770 | $ 1.00 | $ 2,770.00 | |
| 0962-1009 | 24" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 132 | $ 6.00 | $ 792.00 | |
| TOTAL 29. MEADOW AVENUE - MOOSIC TO RIVER | $ 202,472.00 | $ 863,750.50 | ||||
| 30. FACTORY PLACE - ROSEN TO KIRST AND CHERRY TO LAVELL | ||||||
| 4350-0106 | SUBBASE (NO. 2A) 6" DEPTH, INCLUDING EXCAVATION | SY | 296 | $ 12.00 | $ 3,552.00 | |
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 715 | $ 20.00 | $ 14,300.00 | |
| 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 | 715 | $ 9.00 | $ 6,435.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 715 | $ 7.00 | $ 5,005.00 | |
| TOTAL 30. FACTORY PLACE - ROSEN TO KIRST AND CHERRY TO LAVELL | $ 29,292.00 | $ 893,042.50 | ||||
| 31. PROSPECT AVENUE - CHERRY TO BROOK PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 70 | $ - 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 | 1390 | $ - 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 | 63 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1390 | $ - 0 | ||
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ - 0 | ||
| TOTAL 31. PROSPECT AVENUE - CHERRY TO BROOK PAWC | $ - 0 | $ 893,042.50 | ||||
| 32. KIRST COURT - GENET TO RIPLE | ||||||
| RIPLE TO BREK | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 491 | $ 20.00 | $ 9,820.00 | |
| 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 | 491 | $ 9.00 | $ 4,419.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 491 | $ 7.00 | $ 3,437.00 | |
| BREK TO GENET | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 88 | $ 40.00 | $ 3,520.00 | |
| 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 | 439 | $ 9.00 | $ 3,951.00 | |
| 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 | $ 120.00 | $ 2,400.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 439 | $ 4.00 | $ 1,756.00 | |
| TOTAL 32. KIRST COURT - GENET TO RIPLE | $ 29,303.00 | $ 922,345.50 | ||||
| 39. NICHOLS STREET - MCDONOUGH TO MCCARTHY | ||||||
| 0413-6036 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH | SY | 972 | $ 20.00 | $ 19,440.00 | |
| 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 | 972 | $ 9.00 | $ 8,748.00 | |
| 0491-0018 | MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 972 | $ 7.00 | $ 6,804.00 | |
| TOTAL 39. NICHOLS STREET - MCDONOUGH TO MCCARTHY | $ 34,992.00 | $ 957,337.50 | ||||
| 40. MURPHY COURT - SANDERS TO BURKE | ||||||
| BURKE TO WALSH | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 297 | $ 40.00 | $ 11,880.00 | |
| 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 | 594 | $ 9.00 | $ 5,346.00 | |
| 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 | 27 | $ 120.00 | $ 3,240.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 594 | $ 4.00 | $ 2,376.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 460 | $ 2.50 | $ 1,150.00 | |
| WALSH TO KANE | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 66 | $ 40.00 | $ 2,640.00 | |
| 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 | 652 | $ 9.00 | $ 5,868.00 | |
| 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 | $ 120.00 | $ 3,600.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 652 | $ 4.00 | $ 2,608.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 540 | $ 2.50 | $ 1,350.00 | |
| KANE TO SANDERS | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 404 | $ 40.00 | $ 16,160.00 | |
| 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 | 1010 | $ 9.00 | $ 9,090.00 | |
| 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 | 46 | $ 120.00 | $ 5,520.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1010 | $ 4.00 | $ 4,040.00 | |
| TOTAL 40. MURPHY COURT - SANDERS TO BURKE | $ 74,868.00 | $ 1,032,205.50 | ||||
| 41. HAMM COURT - MCDONOUGH TO WALSH | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 728 | $ 40.00 | $ 29,120.00 | |
| 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 | 1456 | $ 9.00 | $ 13,104.00 | |
| 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 | 66 | $ 120.00 | $ 7,920.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1456 | $ 4.00 | $ 5,824.00 | |
| TOTAL 41. HAMM COURT - MCDONOUGH TO WALSH | $ 55,968.00 | $ 1,088,173.50 | ||||
| 42. RIDGEWOOD AVENUE - CHERRY NORTH TO 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 | 236 | $ 40.00 | $ 9,440.00 | |
| 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 | 1571 | $ 9.00 | $ 14,139.00 | |
| 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 | 71 | $ 120.00 | $ 8,520.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1571 | $ 4.00 | $ 6,284.00 | |
| TOTAL 42. RIDGEWOOD AVENUE - CHERRY NORTH TO CUL DE SAC | $ 38,383.00 | $ 1,126,556.50 | ||||
| 43. ALBRIGHT AVENUE, NAY AUG AVENUE & MEYLERT AVENUE - GREEN RIDGE TO GLENN | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 866 | $ 45.00 | $ 38,970.00 | |
| 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 | 8657 | $ 11.00 | $ 95,227.00 | |
| 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 | 390 | $ 130.00 | $ 50,700.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 8657 | $ 6.00 | $ 51,942.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 43. ALBRIGHT AVENUE, NAY AUG AVENUE & MEYLERT AVENUE - GREEN RIDGE TO GLENN | $ 244,839.00 | $ 1,371,395.50 | ||||
| 23. SOUTH WASHINGTON AVENUE - RIVER TO ELM | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 1840 | $ 50.00 | $ 92,000.00 | |
| 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 | 18392 | $ 11.00 | $ 202,312.00 | |
| 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 | 828 | $ 135.00 | $ 111,780.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 18392 | $ 6.00 | $ 110,352.00 | |
| 0962-1001 | 6" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 610 | $ 1.50 | $ 915.00 | |
| 0962-1019 | 24" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 313 | $ 6.00 | $ 1,878.00 | |
| 0962-1005 | 4" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 5240 | $ 1.00 | $ 5,240.00 | |
| 0962-1052 | WHITE WATERBORNE PAVEMENT LEGEND, "RR CROSSING", 6'-6", 12' LANE WIDTH (INCLUDES "X", "RR", AND 2 TRANSVERSE BANDS) | EA | 2 | $ 550.00 | $ 1,100.00 | |
| 0962-1062 | WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0" | EA | 6 | $ 300.00 | $ 1,800.00 | |
| 0962-1063 | WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT ARROW", 20'-0" X 3'-7" | EA | 6 | $ 350.00 | $ 2,100.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 2 | $ 8,000.00 | $ 16,000.00 | |
| TOTAL 23. SOUTH WASHINGTON AVENUE - RIVER TO ELM | $ 545,477.00 | $ 1,916,872.50 | ||||
| 27. HEMLOCK STREET - PITTSTON TO MEADOW | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 2264 | $ 45.00 | $ 101,880.00 | |
| 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 | 15091 | $ 10.00 | $ 150,910.00 | |
| 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 | 680 | $ 120.00 | $ 81,600.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 15091 | $ 5.00 | $ 75,455.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 5625 | $ 2.50 | $ 14,062.50 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 4 | $ 8,000.00 | $ 32,000.00 | |
| TOTAL 27. HEMLOCK STREET - PITTSTON TO MEADOW | $ 455,907.50 | $ 2,372,780.00 | ||||
| 37. STAFFORD AVENUE - CURVE NEAR CITY LINE NORTH TO SAGINAW | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 1146 | $ 45.00 | $ 51,570.00 | |
| 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 | 11458 | $ 10.00 | $ 114,580.00 | |
| 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 | 516 | $ 130.00 | $ 67,080.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 11458 | $ 5.00 | $ 57,290.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 37. STAFFORD AVENUE - CURVE NEAR CITY LINE NORTH TO SAGINAW | $ 298,520.00 | $ 2,671,300.00 | ||||
| 38. STAFFORD AVENUE - DAVIS STREET TO CURVE | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 965 | $ 50.00 | $ 48,250.00 | |
| 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 | 3860 | $ 11.00 | $ 42,460.00 | |
| 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 | 174 | $ 135.00 | $ 23,490.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 3860 | $ 6.00 | $ 23,160.00 | |
| 0962-1000 | 4" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 1690 | $ 1.00 | $ 1,690.00 | |
| 0962-1001 | 6" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 620 | $ 1.50 | $ 930.00 | |
| 0962-1019 | 24" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 36 | $ 6.00 | $ 216.00 | |
| 0962-1005 | 4" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 1840 | $ 1.00 | $ 1,840.00 | |
| 0962-1009 | 24" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 52 | $ 6.00 | $ 312.00 | |
| 0962-1061 | WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-0" | EA | 3 | $ 300.00 | $ 900.00 | |
| 0962-1062 | WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0" | EA | 3 | $ 300.00 | $ 900.00 | |
| TOTAL 38. STAFFORD AVENUE - DAVIS STREET TO CURVE | $ 144,148.00 | $ 2,815,448.00 | ||||
| 12. JEFFERSON AVENUE - BIDEN TO LINDEN | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 297 | $ 60.00 | $ 17,820.00 | |
| 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 | 2963 | $ 12.00 | $ 35,556.00 | |
| 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 | 134 | $ 145.00 | $ 19,430.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2963 | $ 8.00 | $ 23,704.00 | |
| 0962-1000 | 4" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 110 | $ 1.00 | $ 110.00 | |
| 0962-1001 | 6" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 600 | $ 1.50 | $ 900.00 | |
| 0962-1019 | 24" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 171 | $ 6.00 | $ 1,026.00 | |
| 0962-1005 | 4" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 960 | $ 1.00 | $ 960.00 | |
| 0962-1025 | WHITE WATERBORNE PAVEMENT LEGEND, "ONLY", 8'-0" | EA | 2 | $ 275.00 | $ 550.00 | |
| 0962-1060 | WHITE WATERBORNE PAVEMENT LEGEND, "STRAIGHT ARROW", 12'-0" X 1'-8" | EA | 0 | $ 300.00 | $ - 0 | |
| 0962-1062 | WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0" | EA | 6 | $ 300.00 | $ 1,800.00 | |
| 0962-1064 | WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND LEFT ARROW", 20'-0" X 3'-7" | EA | 0 | $ 350.00 | $ - 0 | |
| 0962-1063 | WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT ARROW", 20'-0" X 3'-7" | EA | 3 | $ 350.00 | $ 1,050.00 | |
| TOTAL 12. JEFFERSON AVENUE - BIDEN TO LINDEN | $ 102,906.00 | $ 2,918,354.00 | ||||
| 24. MULBERRY STREET - NAY AUG - ARTHUR | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 377 | $ 50.00 | $ 18,850.00 | |
| 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 | 2511 | $ 10.00 | $ 25,110.00 | |
| 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 | 113 | $ 120.00 | $ 13,560.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2511 | $ 5.00 | $ 12,555.00 | |
| TOTAL 24. MULBERRY STREET - NAY AUG - ARTHUR | $ 70,075.00 | $ 2,988,429.00 | ||||
| 25. NAY AUG ROAD - ARTHUR TO MULBERRY | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 528 | $ 40.00 | $ 21,120.00 | |
| 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 | 2639 | $ 9.00 | $ 23,751.00 | |
| 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 | 119 | $ 120.00 | $ 14,280.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2639 | $ 4.00 | $ 10,556.00 | |
| TOTAL 25. NAY AUG ROAD - ARTHUR TO MULBERRY | $ 69,707.00 | $ 3,058,136.00 | ||||
| TOTAL BASE BID | $ 3,058,136.00 | |||||
| ALTERNATES | ||||||
| 10. ALTERNATE 1 MONROE AVENUE - GIBSON TO ASH PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 404 | $ - 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 | 4032 | $ - 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 | 182 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 4032 | $ - 0 | ||
| TOTAL 10. ALTERNATE 1 MONROE AVENUE - GIBSON TO ASH PAWC | $ - 0 | $ 3,058,136.00 | ||||
| 13. ALTERNATE 2 MONROE AVENUE - OLIVE TO VINE PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 203 | $ - 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 | 2025 | $ - 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 | 92 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2025 | $ - 0 | ||
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 300 | $ - 0 | ||
| TOTAL 13. ALTERNATE 2 MONROE AVENUE - OLIVE TO VINE PAWC | $ - 0 | $ 3,058,136.00 | ||||
| 17. ALTERNATE 3 LACKAWANNA AVENUE - ADAMS TO WYOMING | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 633 | $ 55.00 | $ 34,815.00 | |
| 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 | 6326 | $ 12.00 | $ 75,912.00 | |
| 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 | 285 | $ 150.00 | $ 42,750.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 6326 | $ 7.00 | $ 44,282.00 | |
| 0962-1000 | 4" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 100 | $ 1.00 | $ 100.00 | |
| 0962-1001 | 6" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 892 | $ 1.50 | $ 1,338.00 | |
| 0962-1019 | 24" WHITE WATERBORNE PAVEMENT MARKINGS | LF | 490 | $ 6.00 | $ 2,940.00 | |
| 0962-1005 | 4" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 3224 | $ 1.00 | $ 3,224.00 | |
| 0962-1009 | 24" YELLOW WATERBORNE PAVEMENT MARKINGS | LF | 273 | $ 6.00 | $ 1,638.00 | |
| 0962-1060 | WHITE WATERBORNE PAVEMENT LEGEND, "STRAIGHT ARROW", 12'-0" X 1'-8" | EA | 8 | $ 300.00 | $ 2,400.00 | |
| 0962-1061 | WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-0" | EA | 4 | $ 300.00 | $ 1,200.00 | |
| 0962-1062 | WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0" | EA | 4 | $ 300.00 | $ 1,200.00 | |
| 0962-1063 | WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT ARROW", 20'-0" X 3'-7" | EA | 2 | $ 350.00 | $ 700.00 | |
| TOTAL 17. ALTERNATE 3 LACKAWANNA AVENUE - ADAMS TO WYOMING | $ 212,499.00 | $ 3,270,635.00 | ||||
| 33. ALTERNATE 4 PROSPECT AVENUE - SAGINAW TO O-HARA | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 266 | $ 45.00 | $ 11,970.00 | |
| 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 | 2656 | $ 10.00 | $ 26,560.00 | |
| 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 | $ 120.00 | $ 14,400.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2656 | $ 5.00 | $ 13,280.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 360 | $ 2.50 | $ 900.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 33. ALTERNATE 4 PROSPECT AVENUE - SAGINAW TO O-HARA | $ 75,110.00 | $ 3,345,745.00 | ||||
| 34. ALTERNATE 5 SAGINAW STREET - S. WEBSTER TO PROSPECT PAWC | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 179 | $ - 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 | 1789 | $ - 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 | 81 | $ - 0 | ||
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 1789 | $ - 0 | ||
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 1250 | $ - 0 | ||
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ - 0 | ||
| TOTAL 34. ALTERNATE 5 SAGINAW STREET - S. WEBSTER TO PROSPECT PAWC | $ - 0 | $ 3,345,745.00 | ||||
| 35. ALTERNATE 6 SOUTH WEBSTER AVENUE - DUNCAN TO CONNELL | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 248 | $ 45.00 | $ 11,160.00 | |
| 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 | 2478 | $ 10.00 | $ 24,780.00 | |
| 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 | 112 | $ 120.00 | $ 13,440.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 2478 | $ 5.00 | $ 12,390.00 | |
| 0636-0001 | ASPHALT CONCRETE CURB | LF | 600 | $ 2.50 | $ 1,500.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 35. ALTERNATE 6 SOUTH WEBSTER AVENUE - DUNCAN TO CONNELL | $ 71,270.00 | $ 3,417,015.00 | ||||
| 36. ALTERNATE 7 SAGINAW STREET - STAFFORD TO SOUTH WEBSTER | ||||||
| 0316-0324 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH | SY | 830 | $ 45.00 | $ 37,350.00 | |
| 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 | 8295 | $ 10.00 | $ 82,950.00 | |
| 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 | 374 | $ 120.00 | $ 44,880.00 | |
| 4491-0014 | MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 8295 | $ 5.00 | $ 41,475.00 | |
| 9000-0001 | ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE | LS | 1 | $ 8,000.00 | $ 8,000.00 | |
| TOTAL 36. ALTERNATE 7 SAGINAW STREET - STAFFORD TO SOUTH WEBSTER | $ 214,655.00 | $ 3,631,670.00 | ||||
| TOTAL OF ALL UNIT PRICE BID ITEMS | $ 3,631,670.00 |
&"Arial,Bold"&12WEST PITTSTON BOROUGHSEWER SYSTEM IMPROVEMENT PROJECTBASE BID SCHEDULE
Page 00410-4.&P of 00410-6&"Times New Roman,Bold"
Section 0020 - Bid Form Section 0020 Page 3 of 18
File details come from the government source that posted it. Updated .