Bid Pricing Pages 2521-41093.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- PW Prequal Bid 2521-SEWER RECONST and RELAY of WATER MAINS in MANTON ST FROM S. 8TH ST to S. 7TH ST
- Solicitation number
- B2728052
- Issued by
- Pennsylvania
About this file
This is a bid pricing document for Pennsylvania Public Works contract 2521-41093, covering sewer reconstruction and water main relay work in the Manton Street corridor from South 8th Street to South 7th Street in Philadelphia. The project encompasses comprehensive infrastructure rehabilitation including the lining of brick sewers with non-styrenated resin-impregnated materials across multiple street segments (415 linear feet on 8th Street, 390 linear feet on Latona Street between 8th and 7th Streets, and 330 linear feet on Latona from Passyunk Avenue to 8th Street), sewer manhole rehabilitation (10 units), excavation work (1,100 cubic yards), installation of 18-inch and 21-inch reinforced concrete pipe sewers (945 and 30 linear feet respectively), and various inlet and connection installations. Water main work includes installation of ductile iron pipe in 4-inch, 6-inch, 8-inch, and 12-inch diameters totaling 3,315 linear feet, placement of gate valves and fire hydrants (8 units each), water service connections ranging from 3/4-inch to 2-inch diameter (213 total connections), and related copper service piping. The project also encompasses surface restoration including concrete curbing, footway and driveway paving, milling, base course work, and asphalt wearing courses totaling approximately 4,760 square yards across both sewer and water work areas.
The contractor submitted a total aggregate bid of $263,260.00, comprising $157,250.00 for sewer and related works and $106,010.00 for water and related works. The bid includes fixed-price allowances for mechanical street sweeping ($30,500.00 for sewer work and $18,500.00 for water work), sheeting and shoring at $1,950.00 per thousand board feet (65 MBM totaling $126,750.00), fire hydrant removals at $345.00 each ($2,760.00 total), water supply connections at $1,850.00 each ($64,750.00 total), water pitcher filters at $200.00 each ($10,000.00 total), and a project schedule and notification letters allowance of $10,000.00. Numerous line items including excavation, pipe installation, various sewer and water appurtenances, valve installations, lateral connections, and concrete work were submitted with unit prices marked as zero, indicating these costs are either included in the fixed-price allowances or subject to negotiation. The solicitation was issued as a pre-qualification opportunity with an estimated project value exceeding $5,000,000.
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Data
| Bid 2521-41093 | |||||
| Contractor: | |||||
| PWD ID | Description | UOM | Quantity | Unit Price | Total |
| S0101 | Lining of 2'3"x1'6" brick sewer on 8th street from wharton to federal with non-styrenated (green) resin impregnated liner including all appurtenant work | Linear Ft | 415.0 | $ - 0 | |
| S0102 | Lining of 2'3"x1'6" brick sewer on latona street from 8th street to 7th street with non-styrenated (green) resin impregnated liner including all appurtenant work | Linear Ft | 390.0 | $ - 0 | |
| S0103 | Lining of 2'3"x1'6" brick sewer on latona from passyunk ave to 8th street with non-styrenated (green) resin impregnated liner including all appurtenant work | Linear Ft | 330.0 | $ - 0 | |
| S0104 | Lining of 2'6" x 1'8" brick sewer on Wharton Street from 5th to 6th with non-styrenated (green) resin impregnated liner including all appurtenant work | Linear Ft | 400.0 | $ - 0 | |
| S0376 | Mechanical street sweeping at an allowance price of $30,500.00 | Allowance | 1.0 | $ 30,500.00 | $ 30,500.00 |
| S0704 | Rehabilitation of Sewer Manholes | Each | 10.0 | $ - 0 | |
| S1000 | Excavation for pipe sewers | Cubic Yds | 800.0 | $ - 0 | |
| S1001 | Excavation for Pipe Sewers Including Sheeting and Shoring | Cubic Yds | 300.0 | $ - 0 | |
| S1050 | Sheeting and shoring to be left in place at the fixed price of $1,950.00 | Per MBM | 65.0 | $ 1,950.00 | $ 126,750.00 |
| S3018 | 18 inch RCP Sewer | Linear Ft | 945.0 | $ - 0 | |
| S3021 | 21 inch RCP Sewer | Linear Ft | 30.0 | $ - 0 | |
| S7006 | 6 inch Lateral Connections | Linear Ft | 750.0 | $ - 0 | |
| S7212 | 12 inch Vent Connections | Linear Ft | 20.0 | $ - 0 | |
| S7215 | 15 inch Inlet connections | Linear Ft | 165.0 | $ - 0 | |
| S8010 | Sewer Manholes for Pipes 30 inches and Under | Each | 9.0 | $ - 0 | |
| S8100 | 4 Foot Open Mouth Grate Inlets | Each | 2.0 | $ - 0 | |
| S8104 | 4 Foot City Inlets | Each | 4.0 | $ - 0 | |
| S8106 | 4 Foot Highway Grate Inlets | Each | 6.0 | $ - 0 | |
| S8111 | Special Shallow Inlet with steel fabricated trap | Each | 4.0 | $ - 0 | |
| S8112 | Filling Abandoned Inlets | Each | 7.0 | $ - 0 | |
| S8198 | Flowable fill (control density fill) | Cubic Yds | 4.0 | $ - 0 | |
| S8201 | CI curb traps, risers, and vent boxes (F.A.I.'s) | Each | 59.0 | $ - 0 | |
| S8209 | Sewer vent box | Each | 20.0 | $ - 0 | |
| S9000 | Concrete Curb | Linear Ft | 1,200.0 | $ - 0 | |
| S9003 | Concrete Footway Paving | Sq Yds | 1,000.0 | $ - 0 | |
| S9009 | Concrete Driveway Paving, 8 inch Depth | Sq Yds | 96.0 | $ - 0 | |
| S9105 | Milling | Sq Yds | 120.0 | $ - 0 | |
| S9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 1,100.0 | $ - 0 | |
| S9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 1,100.0 | $ - 0 | |
| S9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 100.0 | $ - 0 | |
| S9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 3.0 | $ - 0 | |
| S9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 150.0 | $ - 0 | |
| S9447 | Superpave 64-22 PG, Type A, ( 1-1/2 inch Binder Course and 1-1/2 inch Wearing Course ) | Sq Yds | 1,220.0 | $ - 0 | |
| S9461 | Temporary, hot mix, superpave binder course | Ton | 23.0 | $ - 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 | 6.0 | $ - 0 | |
| S9545 | Custom Signage | Sq Ft | 80.0 | $ - 0 | |
| AMOUNT BID FOR SEWER AND RELATED WORKS...................................................................$ | $ 157,250.00 | ||||
| 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 | 1,400.0 | $ - 0 | |
| W2004 | 4 inch DI Pipe | Linear Ft | 20.0 | $ - 0 | |
| W2006 | 6 inch DI Pipe | Linear Ft | 225.0 | $ - 0 | |
| W2008 | 8 inch DI pipe | Linear Ft | 2,215.0 | $ - 0 | |
| W2012 | 12 inch DI pipe | Linear Ft | 855.0 | $ - 0 | |
| W3004 | Ductile Iron Fittings | Ton | 6.0 | $ - 0 | |
| W5004 | 4 inch Gate Valves | Each | 1.0 | $ - 0 | |
| W5006 | 6 inch Gate Valves | Each | 9.0 | $ - 0 | |
| W5008 | 8 inch Gate Valves | Each | 9.0 | $ - 0 | |
| W5012 | 12 inch Gate Valves | Each | 2.0 | $ - 0 | |
| W6101 | Fire hydrants with center compression locks | Each | 8.0 | $ - 0 | |
| W6110 | Removals of fire hydrants at the fixed price of $345.00 | Each | 8.0 | $ 345.00 | $ 2,760.00 |
| W6200 | Concrete Anchors | Cubic Yds | 105.0 | $ - 0 | |
| W7201 | 3/4 inch water service connection from water main to curb stop | Each | 200.0 | $ - 0 | |
| W7202 | 1 inch water service connection from water main to curb stop | Each | 6.0 | $ - 0 | |
| W7203 | 1-1/2 inch water service connection from water main to curb stop | Each | 4.0 | $ - 0 | |
| W7204 | 2 inch water service connection from water main to curb stop | Each | 3.0 | $ - 0 | |
| W7211 | Water supply connection from curb stop to meter at a fixed price of $1,850.00 | Each | 35.0 | $ 1,850.00 | $ 64,750.00 |
| W7212 | Water pitcher filter at a fixed price of $200.00 | Each | 50.0 | $ 200.00 | $ 10,000.00 |
| W7351 | 3/4 inch copper service pipe from water main to curb stop | Linear Ft | 3,250.0 | $ - 0 | |
| W7352 | 1 inch copper service pipe from water main to curb stop | Linear Ft | 90.0 | $ - 0 | |
| W7353 | 1-1/2 inch copper service pipe from water main to curb stop | Linear Ft | 70.0 | $ - 0 | |
| W7354 | 2 inch copper service pipe from water main to curb stop | Linear Ft | 50.0 | $ - 0 | |
| W7361 | 3/4 inch copper supply pipe from curb stop to meter | Linear Ft | 460.0 | $ - 0 | |
| W9000 | Concrete Curb | Linear Ft | 800.0 | $ - 0 | |
| W9003 | Concrete Footway Paving | Sq Yds | 630.0 | $ - 0 | |
| W9009 | Concrete Driveway Paving, 8 inch Depth | Sq Yds | 64.0 | $ - 0 | |
| W9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 700.0 | $ - 0 | |
| W9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 700.0 | $ - 0 | |
| W9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 970.0 | $ - 0 | |
| W9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 11.9 | $ - 0 | |
| W9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 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 | 1,800.0 | $ - 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...................................................................$ | $ 106,010.00 | ||||
| AGGREGATE AMOUNT BID.....................................................................................$ | $ 263,260.00 |
File details come from the government source that posted it. Updated .