Linden_Street_Advance_Sidewalk_Vault_Bid_Form.xlsx
XLSX spreadsheet 20 KB Posted
- Solicitation number
- 2025-ITB-095
- Issued by
- Lackawanna County, Pennsylvania
About this file
This document is a Bid Form for the Linden Street Advance Sidewalk Vault Improvements project, issued by the City of Scranton, Pennsylvania. The project involves multiple construction and infrastructure improvements, with specific line items including partial demolition, flowable fill, asphalt mixture placement, subbase installation, concrete curb and sidewalk work, conduit installation, masonry wall construction, and waterproofing. The bid is to be submitted online through the City's e-Procurement Portal by 11:00 am on Monday, November 17, 2025, with a public bid opening scheduled immediately thereafter. The project scope encompasses various civil engineering and infrastructure upgrades, with detailed specifications for each line item, including quantities such as 370 cubic yards of flowable fill, 500 square yards of base course asphalt, and 200 linear feet of PVC pipe sleeve.
The bid form presents a comprehensive breakdown of project components with associated quantities and unit costs, totaling multiple line items across different construction categories. The project includes specialized work like masonry wall construction (350 square feet), waterproofing (650 square feet of masonry wall, 60 square feet of concrete slab), and traffic maintenance during construction. Bidders are required to register on the City of Scranton's e-Procurement Portal to access bid documents, submit proposals, and receive potential addenda. The procurement process emphasizes digital submission and transparency, with a video of the bid opening to be made available on YouTube, ensuring public accessibility to the bidding process.
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Text version
Bid Form
| BID FORM | RUNNING TOTAL | ||||
| ITEM | DESCRIPTION | UNIT | TOTAL | ||
| QUANTITY | UNIT COST | ITEM COST |
| PROJECT : LINDEN STREET ADVANCE SIDEWALK VAULT IMPROVEMENTS | ||||
| 0202-0001 | PARTIAL DEMOLITION | LS | 1 | |
| 0230-0010 | FLOWABLE FILL TYPE B | CY | 370 | |
| 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 | 500 | |
| 4350-0108 | SUBBASE 8" DEPTH (NO. 2A), OR MATCH EXISTING DEPTH IF GREATER | SY | 215 | 381sy |
| 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 | 25 | |
| 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 | 25 | |
| 0460-0003 | ASPHALT TACK COAT (NTT/CNTT) | SY | 75 | |
| 0601-0560 | 6" SCHEDULE 40 PVC PIPE SLEEVE | LF | 200 | |
| 0608-0001 | MOBILIZATION | LS | 1 | |
| 0630-0031 | PLAIN CEMENT CONCRETE CURB, 6" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB | LF | 100 | |
| 0676-0001 | CEMENT CONCRETE SIDEWALK | SY | 190 | |
| 0695-0004 | DETECTABLE WARNING SURFACE, POLYMER COMPOSITE | SF | 20 | |
| 0901-0001 | MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION | LS | 1 | |
| 0910-5055 | 2" DIRECT BURIAL CONDUIT | LF | 160 | |
| 9000-0001 | 16" REINFORCED MASONRY WALL | SF | 350 | |
| 9000-0002 | MASONRY WALL WATERPROOFING | SF | 650 | |
| 9000-0001 | CONCRETE SLAB WATERPROOFING | SF | 60 | |
| 9000-0011 | CLASS A CEMENT CONCRETE SPECIAL REPAIRS > 2" DEEP | CF | 10 | |
| SUB-TOTAL LINDEN STREET ADVANCE SIDEWALK VAULT IMPROVEMENTS | ||||
| TOTAL AMOUNT OF BID FOR LINDEN STREET ADVANCE SIDEWALK VAULT IMPROVEMENTS |
&"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
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