Amendment 4 Bid Pricing Pages 2901-20636 2.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- B2727513
- Issued by
- Pennsylvania
About this file
This is Amendment 4 bid pricing documentation for the City of Philadelphia's water main relay and green stormwater infrastructure project on Haverford Avenue (State Route 3018) and West Girard Avenue in Pennsylvania. The project encompasses comprehensive water infrastructure work including excavation, installation of ductile iron pipe ranging from 4 to 12 inches in diameter, gate valves, fire hydrants, water service connections from the main to curb stops and meters, copper service piping, concrete work including curbs, footway paving, and driveway paving, roadway milling and superpave asphalt paving, and green stormwater infrastructure elements such as perforated HDPE and PVC piping, geomembrane liners, green city inlets, and observation wells. Additional work includes mechanical street sweeping, electrolysis corrosion control, traffic maintenance and protection, custom signage, erosion and sediment control measures, and as-built documentation. The project involves substantial quantities across multiple line items, including 3,225 linear feet of 8-inch DI pipe, 5,850 square yards of superpave wearing course, 250 water service connections, and 129 square yards of superpave base course for green infrastructure work.
The aggregate amount bid for the combined water and related works and green stormwater infrastructure works totals $132,045.00, comprised of $122,045.00 for water-related work and $10,000.00 for green stormwater infrastructure work. Priced line items include mechanical street sweeping at $27,000.00, removal of fire hydrants at $345.00 each totaling $3,795.00, water supply connections from curb stop to meter at $1,850.00 each totaling $57,350.00, water pitcher filters at $200.00 each totaling $10,400.00, traffic control support services at $13,500.00, and project schedule and notification letters at $10,000.00. Numerous other line items show zero unit pricing, indicating they are not priced in this amendment submission. The bid is submitted by PWD (Philadelphia Water Department) and requires a $600.00 bid processing fee. The estimated project range exceeds $5,000,000.00, with virtual bid opening conducted via Zoom.
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Data
| Bid 2901-20636 | |||||
| Contractor: | |||||
| PWD ID | Description | UOM | Quantity | Unit Price | Total |
| W0376 | Mechanical street sweeping at an allowance price of $27,000.00 | Allowance | 1.0 | $ 27,000.00 | $ 27,000.00 |
| W1000 | Excavation for water pipes | Cubic Yds | 900.0 | $ - 0 | |
| W1001 | Excavation for Water Mains Including Sheathing and Shoring, and Disposal of Materials without Classification in State Routes | Cubic Yds | 47.0 | $ - 0 | |
| W1012 | Excavation and disposal of material without classification in State Routes | Cubic Yds | 1,485.0 | $ - 0 | |
| W2004 | 4 inch DI Pipe | Linear Ft | 50.0 | $ - 0 | |
| W2006 | 6 inch DI Pipe | Linear Ft | 285.0 | $ - 0 | |
| W2008 | 8 inch DI pipe | Linear Ft | 3,225.0 | $ - 0 | |
| W2012 | 12 inch DI pipe | Linear Ft | 1,890.0 | $ - 0 | |
| W3004 | Ductile Iron Fittings | Ton | 8.2 | $ - 0 | |
| W5004 | 4 inch Gate Valves | Each | 2.0 | $ - 0 | |
| W5006 | 6 inch Gate Valves | Each | 11.0 | $ - 0 | |
| W5008 | 8 inch Gate Valves | Each | 20.0 | $ - 0 | |
| W5012 | 12 inch Gate Valves | Each | 7.0 | $ - 0 | |
| W6101 | Fire hydrants with center compression locks | Each | 11.0 | $ - 0 | |
| W6110 | Removals of fire hydrants at the fixed price of $345.00 | Each | 11.0 | $ 345.00 | $ 3,795.00 |
| W6151 | Pipe Driven Under SEPTA Tracks, including all associated Labor, Materials, and Equipment (excluding piping) | Lump Sum | 1.0 | $ - 0 | |
| W6200 | Concrete Anchors | Cubic Yds | 125.0 | $ - 0 | |
| W7201 | 3/4 inch water service connection from water main to curb stop | Each | 250.0 | $ - 0 | |
| W7202 | 1 inch water service connection from water main to curb stop | Each | 7.0 | $ - 0 | |
| W7203 | 1-1/2 inch water service connection from water main to curb stop | Each | 1.0 | $ - 0 | |
| W7204 | 2 inch water service connection from water main to curb stop | Each | 4.0 | $ - 0 | |
| W7211 | Water supply connection from curb stop to meter at a fixed price of $1,850.00 | Each | 31.0 | $ 1,850.00 | $ 57,350.00 |
| W7212 | Water pitcher filter at a fixed price of $200.00 | Each | 52.0 | $ 200.00 | $ 10,400.00 |
| W7351 | 3/4 inch copper service pipe from water main to curb stop | Linear Ft | 6,950.0 | $ - 0 | |
| W7352 | 1 inch copper service pipe from water main to curb stop | Linear Ft | 240.0 | $ - 0 | |
| W7353 | 1-1/2 inch copper service pipe from water main to curb stop | Linear Ft | 40.0 | $ - 0 | |
| W7354 | 2 inch copper service pipe from water main to curb stop | Linear Ft | 120.0 | $ - 0 | |
| W7361 | 3/4 inch copper supply pipe from curb stop to meter | Linear Ft | 1,150.0 | $ - 0 | |
| W8198 | Flowable fill (control density fill) | Cubic Yds | 42.0 | $ - 0 | |
| W9000 | Concrete Curb | Linear Ft | 280.0 | $ - 0 | |
| W9003 | Concrete Footway Paving | Sq Yds | 330.0 | $ - 0 | |
| W9009 | Concrete Driveway Paving, 8 inch Depth | Sq Yds | 45.0 | $ - 0 | |
| W9105 | Milling | Sq Yds | 4,900.0 | $ - 0 | |
| W9302 | Topsoil and Sodding | Sq Yds | 20.0 | $ - 0 | |
| W9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 820.0 | $ - 0 | |
| W9402 | High Early Strength Concrete Base Course, 10 inch depth, (Including Subgrading) | Sq Yds | 1,610.0 | $ - 0 | |
| W9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 240.0 | $ - 0 | |
| W9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 5,850.0 | $ - 0 | |
| W9447 | Superpave 64-22 PG, Type A (1-1/2 inch Binder Course and 1-1/2 inch Wearing Course) | Sq Yds | 910.0 | $ - 0 | |
| W9461 | Temporary, hot mix, superpave binder course | Ton | 635.0 | $ - 0 | |
| W9484 | Finished 16" Concrete Paving in SEPTA Track Area (Including Subgrading) | Sq Yds | 16.0 | $ - 0 | |
| W9490 | Furnishing, Placing, and Compacting Select Backfill Material (2RC) | Ton | 100.0 | $ - 0 | |
| W9500 | Maintenance and protection of traffic during water work | Lump Sum | 1.0 | $ - 0 | |
| W9501 | Allowance for PPD traffic control support services $13,500.00 | Allowance | 1.0 | $ 13,500.00 | $ 13,500.00 |
| W9511 | Construction and As-Builts of 6" thick ADA Ramps | Each | 3.0 | $ - 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...................................................................$ | $ 122,045.00 | ||||
| G0376 | Allowance for mechanical street sweeping $10,000.00 | Allowance | 1.0 | $ 10,000.00 | $ 10,000.00 |
| G1001 | Excavation and disposal for green infrastructure work including sheathing and shoring (without classification) | Cubic Yds | 244.0 | $ - 0 | |
| G1120 | Excavation, without classification (for pipe) | Cubic Yds | 57.0 | $ - 0 | |
| G3002 | Geomembrane pipe penetration | Each | 6.0 | $ - 0 | |
| G3009 | 8 inch perforated HDPE pipe | Linear Ft | 52.0 | $ - 0 | |
| G3113 | 12 inch perforated PP pipe | Linear Ft | 50.0 | $ - 0 | |
| G3308 | 8 inch solid PVC pipe | Linear Ft | 27.0 | $ - 0 | |
| G3708 | 8 inch DI pipe | Linear Ft | 36.0 | $ - 0 | |
| G3712 | 12 inch DI pipe | Linear Ft | 14.0 | $ - 0 | |
| G4002 | Backfill, 2A | Cubic Yds | 20.0 | $ - 0 | |
| G4057 | Furnish and place AASHTO #57 stone wrapped in geotextile | Cubic Yds | 149.0 | $ - 0 | |
| G4059 | Impermeable geomembrane Liner | Sq Yds | 224.0 | $ - 0 | |
| G7215 | 15 inch inlet connections | Linear Ft | 29.0 | $ - 0 | |
| G8104 | 4 foot green city inlet | Each | 1.0 | $ - 0 | |
| G8106 | 4 foot green highway grate inlet | Each | 1.0 | $ - 0 | |
| G8150 | 4 foot OMG inlet with orifice | Each | 1.0 | $ - 0 | |
| G8215 | Observation well | Each | 2.0 | $ - 0 | |
| G9000 | Concrete curb | Linear Ft | 71.0 | $ - 0 | |
| G9003 | 4" concrete footway paving | Sq Yds | 113.0 | $ - 0 | |
| G9310 | Planting soil | Cubic Yds | 16.0 | $ - 0 | |
| G9400 | Plain cement concrete base course, 8 inch depth (including subbase) | Sq Yds | 115.0 | $ - 0 | |
| G9411 | Variable depth superpave binder | Ton | 1.0 | $ - 0 | |
| G9418 | Superpave wearing course, 64-22 PG,1-1/2 inch depth, type A | Sq Yds | 4.0 | $ - 0 | |
| G9447 | Superpave 64-22 PG, type A, (1-1/2 inch binder course and 1-1/2 inch wearing course) | Sq Yds | 129.0 | $ - 0 | |
| G9461 | Temporary, hot mix, superpave binder course | Ton | 4.0 | $ - 0 | |
| G9500 | Maintenance and protection of traffic during work | Lump Sum | 1.0 | $ - 0 | |
| G9545 | Custom signage | Sq Ft | 88.0 | $ - 0 | |
| G9705 | As-built survey and drafting | Lump Sum | 1.0 | $ - 0 | |
| G9790 | Erosion and sediment control measures | Lump Sum | 1.0 | $ - 0 | |
| S7006 | 6 inch Lateral Connections | Linear Ft | 11.0 | $ - 0 | |
| S8201 | CI curb traps, risers, and vent boxes (F.A.I.'s) | Each | 1.0 | $ - 0 | |
| AMOUNT BID FOR GSI AND RELATED WORKS.....................................................................$ | $ 10,000.00 | ||||
| AGGREGATE AMOUNT BID.....................................................................................$ | $ 132,045.00 |
File details come from the government source that posted it. Updated .