Adams_00410_Bid_Schedule.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- Adams Avenue Streetscape
- Solicitation number
- 2025-ITB-098
- Issued by
- Lackawanna County, Morrisdale CDP, Pennsylvania
About this file
The document is a Bid Schedule for the Adams Avenue (S.R. 3023) Streetscape Project issued by the City of Scranton, Pennsylvania. The comprehensive bid schedule details a multi-faceted urban infrastructure improvement project involving streetscape renovation, including clearing and grubbing, road reconstruction, utility infrastructure upgrades, and traffic signal modifications. The project encompasses various technical specifications such as asphalt mixture designs, subbase installations, concrete work, sidewalk replacements, lighting installations, and communication infrastructure improvements. Bids are due by 1:00 pm on Wednesday, November 19, 2025, through the city's e-Procurement Portal, with a mandatory registration process for potential bidders.
The bid schedule includes an extensive list of line items with specific quantities, including 15 test pits, multiple asphalt mixture applications across different road sections, concrete and sidewalk work totaling 2,504 square yards, traffic signal components, underground cabling, and landscaping elements. The project appears to have a significant budget, with a provision for 40,000 PDA (presumably for unforeseen building vault interventions) and comprehensive scope covering roadway, utility, communication, and aesthetic improvements. The bid form suggests a complex urban renewal project with detailed technical requirements, potentially funded through municipal or state infrastructure investment programs, focusing on enhancing the streetscape and infrastructure along Adams Avenue in Scranton.
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 : ADAMS AVENUE (S.R. 3023) STREETSCAPE PROJECT | |||||
| 4201-0001 | CLEARING & GRUBBING, INCLUDING BUT NOT LIMITED TO SELECTIVE TREE REMOVAL AND REMOVAL OF PLANTERS | LS | 1 | ||
| 0230-0001 | TEST PITS | EACH | 15 | ||
| 4313-0424 | SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH, OR MATCH EXISTING DEPTH IF GREATER | SY | 390 | ||
| 4313-0524 | SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 5" DEPTH, OR MATCH EXISTING DEPTH IF GREATER | SY | 582 | ||
| 4350-0106 | SUBBASE 6" DEPTH (NO. 2A), OR MATCH EXISTING DEPTH IF GREATER | SY | 462 | 381sy | |
| 4350-0108 | SUBBASE 8" DEPTH (NO. 2A), OR MATCH EXISTING DEPTH IF GREATER | SY | 692 | ||
| 0413-0244 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-E | SY | 1971 | ||
| 0413-0297 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-E | SY | 5796 | ||
| 0413-1024 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL-L | TON | 55 | ||
| 0413-1029 | SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-L | TON | 174 | ||
| 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 | 220 | ||
| 0413-6055 | SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH | SY | 582 | ||
| 0460-0003 | ASPHALT TACK COAT (NTT/CNTT) | SY | 16128 | ||
| 0491-0013 | MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 6794 | ||
| 0601-7008 | 15" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL | LF | 4 | ||
| 0605-2771 | TYPE C FRAME AND BICYCLE SAFE GRATE | SET | 5 | ||
| 0605-2850 | STANDARD INLET BOX, HEIGHT < /= 10' | EACH | 3 | ||
| 0605-2854 | TYPE 4 INLET BOX, HEIGHT < /= 10' | EACH | 2 | ||
| 0606-0150 | GRADE ADJUSTMENT OF EXISTING MANHOLES | SET | 3 | ||
| 0608-0001 | MOBILIZATION | LS | 1 | ||
| 0620-0503 | REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY) | LF | 125 | ||
| 0630-0031 | PLAIN CEMENT CONCRETE CURB, 6" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB | LF | 1462 | ||
| 0676-0001 | CEMENT CONCRETE SIDEWALK | SY | 2338 | ||
| 0676-0003 | SIDEWALKS AND DRIVEWAY APRONS THROUGH DRIVEWAYS | SY | 166 | ||
| 0695-0004 | DETECTABLE WARNING SURFACE, POLYMER COMPOSITE | SF | 396 | ||
| 0901-0001 | MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION | LS | 1 | ||
| 0910-0001 | JUNCTION BOXES | EACH | 9 | ||
| 0910-0154 | POLE FOUNDATION, TYPE FC | EACH | 8 | $ - 0 | |
| 4910-4116 | UNDERGROUND CABLE, COPPER, 1 CONDUCTOR | LS | 1 | ||
| 0910-5055 | 2" DIRECT BURIAL CONDUIT | LF | 1316 | ||
| 0910-5059 | 3" DIRECT BURIAL CONDUIT | LF | 84 | ||
| 0910-6000 | TRENCH | LF | 688 | ||
| 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 | 58 | ||
| 4931-0001 | POST MOUNTED SIGNS, TYPE B, RELOCATE EXISTING SIGN FROM POLE | EACH | 6 | ||
| 0931-0001 | POST MOUNTED SIGNS, TYPE F | SF | 69 | ||
| 0941-0001 | RESET POST MOUNTED SIGNS, TYPE B | EACH | 20 | ||
| 4951-0130 | TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, PAINTED WITH DECORATIVE BASE | EACH | 1 | ||
| 4951-0140 | TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, PAINTED WITH DECORATIVE BASE | EACH | 2 | ||
| 4951-4023 | PEDESTRIAN STUB POLE, TYPE C, PAINTED WITH DECORATIVE BASE | EACH | 6 | ||
| 0954-0012 | 2 INCH CONDUIT | LF | 94 | ||
| 0954-0013 | 3 INCH CONDUIT | LF | 278 | ||
| 4954-0100 | SIGNAL CABLE, AS REQUIRED | LS | 1 | ||
| 0954-0152 | TRENCH AND BACKFILL, TYPE II | LF | 140 | ||
| 0954-0153 | TRENCH AND BACKFILL, TYPE III | LF | 232 | ||
| 0954-0301 | JUNCTION BOX, JB-27 | EACH | 4 | ||
| 0955-3208 | VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS | EACH | 6 | ||
| 0955-3210 | VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS | EACH | 1 | ||
| 4955-3722 | LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A, WITH AUDIBLE SIGNALS | EACH | 4 | ||
| 0956-0500 | PEDESTRIAN PUSH BUTTON | EACH | 16 | ||
| 0956-0700 | VIDEO DETECTOR | EACH | 2 | ||
| 0956-0801 | OPTICAL PREEMPTION SYSTEM | EACH | 2 | ||
| 0964-0001 | 4" WHITE EPOXY PAVEMENT MARKINGS | LF | 898 | $ - 0 | |
| 0964-0002 | 4" YELLOW EPOXY PAVEMENT MARKINGS | LF | 2351 | ||
| 0964-0005 | 6" WHITE EPOXY PAVEMENT MARKINGS | LF | 957 | ||
| 0964-0026 | 24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS | LF | 1486 | ||
| 0971-0001 | REMOVE POST MOUNTED SIGNS, TYPE B | EACH | 1 | ||
| 0975-0001 | REMOVE POST MOUNTED SIGNS, TYPE F | EACH | 9 | ||
| 9000-0001 | LP STREET LIGHT FIXTURE AND LUMINAIRES | EACH | 8 | ||
| 9000-0002 | 4'x6' TREE PIT LANDSCAPING, METAL GRATE, AND TREE | EACH | 18 | ||
| 9000-0003 | PLAIN CEMENT CONCRETE CHEEKWALL | LF | 400 | ||
| 9000-0004 | REMOVE EXISTING INLET | EACH | 5 | ||
| 9000-0006 | RELOCATE DECORATIVE TRAFFIC SIGNAL SIGN MAST ARM | EACH | 1 | ||
| 9000-0007 | RESET GRANITE CURB | LF | 976 | ||
| 9000-0008 | BLUE STONE SIDEWALK | SY | 141 | ||
| 9000-0009 | REMOVE EXISTING OVERHEAD STREET LIGHTS AND WIRING | EACH | 7 | ||
| 9000-0012 | PATTERNED AND TEXTURED CROSSWALKS | SY | 37 | ||
| 9000-0013 | PARTIAL SIGNAL REMOVAL AT ADAMS AVENUE & MULBERRY STREETINTERSECTION | LS | 1 | ||
| 9000-0014 | PARTIAL SIGNAL REMOVAL AT MULBERRY STREET & JEFFERSON AVENUE INTERSECTION | LS | 1 | ||
| 9000-0017 | COMMUNICATION VAULTS | EACH | 2 | ||
| 9000-0018 | COMMUNICATION DUCT BANK PRIMARY RUN, PAVEMENT RESTORATION | LF | 414 | ||
| 9000-0019 | COMMUNICATION DUCT BANK PRIMARY RUN, SIDEWALK RESTORATION | LF | 6 | ||
| 9000-0021 | COMMUNICATION DUCT BANK SERVICE RUN, PAVEMENT RESTORATION | LF | 438 | ||
| 9000-0022 | COMMUNICATION DUCT BANK SERVICE RUN, SIDEWALK RESTORATION | LF | 650 | ||
| 9000-0023 | COMMUNICATION DUCT BANK SERVICE RUN, LAWN RESTORATION | LF | 188 | ||
| 9000-0024 | COMMUNICATION HAND HOLE JUNCTION BOX | EACH | 10 | ||
| 9000-0025 | VAULT 310 ADAMS AVENUE | LS | 1 | ||
| 9000-0026 | VAULT 314 ADAMS AVENUE | LS | 1 | ||
| 9000-0027 | VAULT 324 ADAMS AVENUE | LS | 1 | ||
| 9000-0028 | VAULT 342 ADAMS AVENUE | LS | 1 | ||
| 9000-0029 | VAULT 352 ADAMS AVENUE | LS | 1 | ||
| 9000-0031 | FILL IN UNFORESEEN BUILDING VAULTS | PDA | 40000 | ||
| SUB-TOTAL ADAMS AVENUE (S.R. 3023) STREETSCAPE PROJECT | |||||
| TOTAL AMOUNT OF BID FOR ADAMS AVENUE (S.R. 3023) STREETSCAPE PROJECT |
&"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
File details come from the government source that posted it. Updated .