Bid Pricing Pages 2325-40985.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- PW Prequal Bid 2325 SEWER RECONSTRUCT. & RELAY of WATER MAINS in S CONESTOGA ST - LUDLOW ST to MARKET
- Solicitation number
- B2728048
- Issued by
- Pennsylvania
About this file
This is a bid pricing document for a pre-qualification solicitation issued by the City of Philadelphia for sewer reconstruction and water main relay work along South Conestoga Street from Ludlow Street to Market Street in Pennsylvania. The project encompasses comprehensive infrastructure improvements including mechanical street sweeping, excavation, pipe installation, manhole construction, inlet work, concrete curbing and paving, and asphalt work for both sewer and water systems. The sewer work section includes 2,685 cubic yards of excavation for pipe sewers, 2,035 linear feet of 18-inch RCP sewer pipe, eight sewer manholes, 11 grate inlets, and various concrete and asphalt paving elements totaling 1,220 linear feet of concrete curb and 1,370 square yards of milling. The water work section involves 1,395 cubic yards of excavation for water mains, installation of approximately 3,530 linear feet of ductile iron pipe ranging from 3 to 12 inches in diameter, five fire hydrants, 207 water service connections, and similar concrete and paving work. This is a pre-qualification only solicitation with an estimated project value exceeding $5,000,000, and approved sellers will subsequently receive notice and be invited to participate in a closed bid solicitation.
The contractor's aggregate bid totals $485,030.00, comprising $383,250.00 for sewer and related works and $101,780.00 for water and related works. Pricing is provided for specific line items including mechanical street sweeping allowances ($22,500.00 for sewer work and $18,500.00 for water work), sheeting and shoring at $1,950.00 per MBM, removal of fire hydrants at $345.00 each, water supply connections at $1,850.00 each, water pitcher filters at $200.00 each, and project scheduling and notification letters at $10,000.00. The majority of bid line items show zero unit pricing, indicating that costs are incorporated into other scheduled items or will be determined through the final closed bidding process. No set-asides are identified in this pre-qualification bid document.
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Data
| Bid 2325-40985 | |||||
| Contractor: | |||||
| PWD ID | Description | UOM | Quantity | Unit Price | Total |
| S0376 $22,500.00 | Mechanical street sweeping at an allowance price of | Allowance | 1.0 | $ 22,500.00 | $ 22,500.00 |
| S1000 | Excavation for pipe sewers | Cubic Yds | 2,685.0 | $ - 0 | |
| S1001 | Excavation for Pipe Sewers Including Sheeting and Shoring | Cubic Yds | 24.0 | $ - 0 | |
| S1012 | Excavation and disposal of material without classification in State Routes | Cubic Yds | 5.0 | $ - 0 | |
| S1050 | Sheeting and shoring to be left in place at the fixed price of $1,950.00 | Per MBM | 185.0 | $ 1,950.00 | $ 360,750.00 |
| S3018 | 18 inch RCP Sewer | Linear Ft | 2,035.0 | $ - 0 | |
| S7006 | 6 inch Lateral Connections | Linear Ft | 1,290.0 | $ - 0 | |
| S7212 | 12 inch Vent Connections | Linear Ft | 15.0 | $ - 0 | |
| S7215 | 15 inch Inlet connections | Linear Ft | 200.0 | $ - 0 | |
| S8010 | Sewer Manholes for Pipes 30 inches and Under | Each | 8.0 | $ - 0 | |
| S8023 | Sewer Transition Manhole for pipes 30 inches and less | Each | 5.0 | $ - 0 | |
| S8100 | 4 Foot Open Mouth Grate Inlets | Each | 11.0 | $ - 0 | |
| S8104 | 4 Foot City Inlets | Each | 4.0 | $ - 0 | |
| S8106 | 4 Foot Highway Grate Inlets | Each | 1.0 | $ - 0 | |
| S8112 | Filling Abandoned Inlets | Each | 8.0 | $ - 0 | |
| S8201 | CI curb traps, risers, and vent boxes (F.A.I.'s) | Each | 83.0 | $ - 0 | |
| S9000 | Concrete Curb | Linear Ft | 1,220.0 | $ - 0 | |
| S9003 | Concrete Footway Paving | Sq Yds | 955.0 | $ - 0 | |
| S9105 | Milling | Sq Yds | 1,370.0 | $ - 0 | |
| S9200 | #2A Modified Stone | Ton | 10.0 | $ - 0 | |
| S9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 1,090.0 | $ - 0 | |
| S9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 1,090.0 | $ - 0 | |
| S9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 650.0 | $ - 0 | |
| S9402 | High Early Strength Concrete Base Course, 10 inch depth, (Including Subgrading) | Sq Yds | 5.0 | $ - 0 | |
| S9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 5.0 | $ - 0 | |
| S9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 750.0 | $ - 0 | |
| S9447 | Superpave 64-22 PG, Type A, ( 1-1/2 inch Binder Course and 1-1/2 inch Wearing Course ) | Sq Yds | 1,850.0 | $ - 0 | |
| S9461 | Temporary, hot mix, superpave binder course | Ton | 35.0 | $ - 0 | |
| S9500 | Maintenance and protection of traffic during sewer work | Lump Sum | 1.0 | $ - 0 | |
| S9511 | Construction and As Builts of 6" thick ADA Ramps | Each | 11.0 | $ - 0 | |
| S9545 | Custom Signage | Sq Ft | 80.0 | $ - 0 | |
| AMOUNT BID FOR SEWER AND RELATED WORKS...................................................................$ | $ 383,250.00 | ||||
| W0376 | Mechanical street sweeping at an allowance price of $18,500.00 | Allowance | 1.0 | $ 18,500.00 | $ 18,500.00 |
| W1000 | Excavation for Water Mains | Cubic Yds | 1,395.0 | $ - 0 | |
| W1012 | Excavation and disposal of material without classification in State Routes | Cubic Yds | 5.0 | $ - 0 | |
| W2003 | 3 inch DI Pipe | Linear Ft | 10.0 | $ - 0 | |
| W2004 | 4 inch DI Pipe | Linear Ft | 10.0 | $ - 0 | |
| W2006 | 6 inch DI Pipe | Linear Ft | 130.0 | $ - 0 | |
| W2008 | 8 inch DI pipe | Linear Ft | 3,265.0 | $ - 0 | |
| W2010 | 10 inch DI pipe | Linear Ft | 40.0 | $ - 0 | |
| W2012 | 12 inch DI pipe | Linear Ft | 70.0 | $ - 0 | |
| W3004 | Ductile Iron Fittings | Ton | 4.0 | $ - 0 | |
| W5004 | 4 inch Gate Valves | Each | 1.0 | $ - 0 | |
| W5006 | 6 inch Gate Valves | Each | 5.0 | $ - 0 | |
| W5008 | 8 inch Gate Valves | Each | 13.0 | $ - 0 | |
| W6101 | Fire Hydrants With Center Compression Locks | Each | 5.0 | $ - 0 | |
| W6110 | Removals of fire hydrants at the fixed price of $345.00 | Each | 4.0 | $ 345.00 | $ 1,380.00 |
| W6200 | Concrete Anchors | Cubic Yds | 50.0 | $ - 0 | |
| W7201 | 3/4 inch water service connection from water main to curb stop | Each | 207.0 | $ - 0 | |
| W7211 | Water supply connection from curb stop to meter at a fixed price of $1,850.00 | Each | 34.0 | $ 1,850.00 | $ 62,900.00 |
| W7212 | Water pitcher filter at a fixed price of $200.00 | Each | 45.0 | $ 200.00 | $ 9,000.00 |
| W7351 | 3/4 inch copper service pipe from water main to curb stop | Linear Ft | 3,220.0 | $ - 0 | |
| W7361 | 3/4 inch copper supply pipe from curb stop to meter | Linear Ft | 450.0 | $ - 0 | |
| W9000 | Concrete Curb | Linear Ft | 825.0 | $ - 0 | |
| W9003 | Concrete Footway Paving | Sq Yds | 645.0 | $ - 0 | |
| W9105 | Milling | Sq Yds | 915.0 | $ - 0 | |
| W9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 725.0 | $ - 0 | |
| W9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 725.0 | $ - 0 | |
| W9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 995.0 | $ - 0 | |
| W9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 25.0 | $ - 0 | |
| W9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 480.0 | $ - 0 | |
| W9447 | Superpave 64-22 PG, Type A (1-1/2 inch Binder Course and 1-1/2 inch Wearing Course) | Sq Yds | 1,810.0 | $ - 0 | |
| W9461 | Temporary, hot mix, superpave binder course | Ton | 420.0 | $ - 0 | |
| W9500 | Maintenance and protection of traffic during water work | Lump Sum | 1.0 | $ - 0 | |
| W9511 | Construction and As-Builts of 6" thick ADA Ramps | Each | 5.0 | $ - 0 | |
| W9545 | Custom Signage | Sq Ft | 80.0 | $ - 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...................................................................$ | $ 101,780.00 | ||||
| AGGREGATE AMOUNT BID.....................................................................................$ | $ 485,030.00 |
File details come from the government source that posted it. Updated .