Pricing Pages Bid 2330 20618.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- B2728050
- Issued by
- Pennsylvania
About this file
This is a pricing bid sheet for a Pennsylvania water mains relay project on Almond Street from Ash Street to Pratt Street, submitted by PWD for Bid 2330-20618, which is a pre-qualification solicitation with an estimated value exceeding $5,000,000. The project encompasses comprehensive water infrastructure work including excavation for water mains totaling 2,600 cubic yards, installation of ductile iron pipe ranging from 6 inches to 16 inches in diameter across approximately 8,210 linear feet, placement of gate valves and fire hydrants, water service connections, copper service piping, concrete work including curbing and footway paving, and asphalt paving with superpave materials. The bid also includes ancillary work such as mechanical street sweeping, milling, ADA ramps, electrolysis corrosion control, and traffic maintenance and police support during construction.
The contractor submitted a total aggregate bid amount of $243,840.00, with fixed pricing established for specific line items: mechanical street sweeping at $43,000.00, fire hydrant removal at $345.00 per unit totaling $7,590.00, water supply connections at $1,850.00 each for $120,250.00, water pitcher filters at $200.00 each for $15,000.00, police support during water work at $48,000.00, and project scheduling with notification letters at $10,000.00. Numerous other line items including excavation, pipe installation, valve placement, concrete work, paving, and specialized services are listed with zero unit prices, indicating these costs were not priced in this bid submission. This pre-qualification bid represents the contractor's qualifications and pricing structure for the subsequent closed bidding process.
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Data
| Bid 2330-20618 | |||||
| Contractor: | |||||
| PWD ID | Description | UOM | Quantity | Unit Price | Total |
| W0376 | Mechanical street sweeping at an allowance price of $43,000.00 | Allowance | 1.0 | $ 43,000.00 | $ 43,000.00 |
| W1000 | Excavation for Water Mains | Cubic Yds | 2,600.0 | $ - 0 | |
| W1012 | Excavation and Disposal of Material without Classification in State Routes | Cubic Yds | 820.0 | $ - 0 | |
| W2006 | 6 inch DI Pipe | Linear Ft | 370.0 | $ - 0 | |
| W2008 | 8 inch DI pipe | Linear Ft | 6,685.0 | $ - 0 | |
| W2010 | 10 inch DI pipe | Linear Ft | 40.0 | $ - 0 | |
| W2012 | 12 inch DI pipe | Linear Ft | 1,100.0 | $ - 0 | |
| W2016 | 16 inch DI Pipe | Linear Ft | 15.0 | $ - 0 | |
| W2816 | 16" mechanical couplings | Each | 1.0 | $ - 0 | |
| W3004 | Ductile Iron Fittings | Ton | 12.0 | $ - 0 | |
| W5006 | 6 inch Gate Valves | Each | 19.0 | $ - 0 | |
| W5008 | 8 inch Gate Valves | Each | 46.0 | $ - 0 | |
| W5012 | 12 inch Gate Valves | Each | 9.0 | $ - 0 | |
| W5016 | 16 inch Vertical Gate Valve | Each | 1.0 | $ - 0 | |
| W6101 | Fire Hydrants With Center Compression Locks | Each | 19.0 | $ - 0 | |
| W6110 | Removals of fire hydrants at the fixed price of $345.00 | Each | 22.0 | $ 345.00 | $ 7,590.00 |
| W6200 | Concrete Anchors | Cubic Yds | 205.0 | $ - 0 | |
| W7201 | 3/4 inch water service connection from water main to curb stop | Each | 370.0 | $ - 0 | |
| W7202 | 1 inch water service connection from water main to curb stop | Each | 2.0 | $ - 0 | |
| W7211 | Water supply connection from curb stop to meter at a fixed price of $1,850.00 | Each | 65.0 | $ 1,850.00 | $ 120,250.00 |
| W7212 | Water pitcher filter at a fixed price of $200.00 | Each | 75.0 | $ 200.00 | $ 15,000.00 |
| W7351 | 3/4 inch copper service pipe from water main to curb stop | Linear Ft | 6,420.0 | $ - 0 | |
| W7352 | 1 inch copper service pipe from water main to curb stop | Linear Ft | 33.0 | $ - 0 | |
| W7361 | 3/4 inch copper supply pipe from curb stop to meter | Linear Ft | 682.0 | $ - 0 | |
| W9000 | Concrete Curb | Linear Ft | 15.0 | $ - 0 | |
| W9003 | Concrete Footway Paving | Sq Yds | 10.0 | $ - 0 | |
| W9105 | Milling | Sq Yds | 1,450.0 | $ - 0 | |
| W9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 2,660.0 | $ - 0 | |
| W9402 | High Early Strength Concrete Base Course, 10 inch depth, (Including Subgrading) | Sq Yds | 840.0 | $ - 0 | |
| W9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 90.0 | $ - 0 | |
| W9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 3,150.0 | $ - 0 | |
| W9447 | Superpave 64-22 PG, Type A (1-1/2 inch Binder Course and 1-1/2 inch Wearing Course) | Sq Yds | 3,120.0 | $ - 0 | |
| W9461 | Temporary, hot mix, superpave binder course | Ton | 946.0 | $ - 0 | |
| W9500 | Maintenance and protection of traffic during water work | Lump Sum | 1.0 | $ - 0 | |
| W9505 | Police support as required during water work in State Routes at $48,000 | Allowance | 1.0 | $ 48,000.00 | $ 48,000.00 |
| W9511 | Construction and As-Builts of 6" thick ADA Ramps | Each | 6.0 | $ - 0 | |
| W9545 | Custom Signage | Sq Ft | 120.0 | $ - 0 | |
| W9600 | Electrolysis Corrosion Control | Lump Sum | 1.0 | $ - 0 | |
| W9640 | Project schedule and notification letters at a fixed price of $10,000.00 | Lump Sum | 1.0 | $ 10,000.00 | $ 10,000.00 |
| AMOUNT BID FOR WATER AND RELATED WORKS...................................................................$ | $ 243,840.00 | ||||
| AGGREGATE AMOUNT BID.....................................................................................$ | $ 243,840.00 |
File details come from the government source that posted it. Updated .