Bid Pricing Pages 2797-40949.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- PW Prequal Bid 2797 SEWER RECONSTRUCTION & RELAY of WATER MAINS in PECHIN ST from DUPONT ST to LEVER
- Solicitation number
- B2728046
- Issued by
- Pennsylvania
About this file
This is a bid pricing document for a Pennsylvania Department of Public Works (PWD) sewer reconstruction and water main relay project on Pechin Street from Dupont Street to Lever Street. The project encompasses extensive sewer infrastructure work including excavation, pipe installation, manhole construction, and street restoration, alongside comprehensive water main replacement involving ductile iron piping, gate valves, fire hydrants, and water service connections. Sewer work line items include 3,307 cubic yards of excavation for sewer pipes, 210 MBM of sheeting and shoring, various RCP conduit installations ranging from 18 to 66 inches in diameter, 1,530 linear feet of sanitary lateral connections, and numerous manhole and inlet installations. Water work line items include 3,456 cubic yards of excavation for water pipes, 6,145 linear feet of 8-inch DI pipe, 1,530 linear feet of 12-inch DI pipe, 18 fire hydrants with associated removals, and 293 water service connections. Both sewer and water sections include restoration work such as concrete curbing, footway paving, and Superpave asphalt paving.
The aggregate bid amount totaled $608,310.00, comprising $452,000.00 for sewer and related works and $156,310.00 for water and related works. Priced line items include mechanical street sweeping ($42,500.00 for sewer section and $38,500.00 for water section), sheeting and shoring at $1,950.00 per MBM, fire hydrant removals 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 line items show zero unit pricing, indicating these costs were either included in lump-sum or allowance items or would be competitively priced by the contractor. This solicitation was for pre-qualification only, with approved sellers to receive notice for a subsequent closed bid solicitation, and the estimated project value exceeds $5,000,000.
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Data
| Bid 2797-40949 | |||||
| Contractor: | |||||
| PWD ID | Description | UOM | Quantity | Unit Price | Total |
| S0376 | Mechanical street sweeping at an allowance price of$42,500.00 | Allowance | 1.0 | $ 42,500.00 | $ 42,500.00 |
| S1000 | Excavation for sewer pipes | Cubic Yds | 3,307.0 | $ - 0 | |
| S1001 | Excavation for Pipe Sewers Including Sheeting and Shoring | Cubic Yds | 2,504.0 | $ - 0 | |
| S1011 | Exploratory Excavation | Cubic Yds | 50.0 | $ - 0 | |
| S1012 | Excavation and disposal of material without classification in State Routes | Cubic Yds | 339.0 | $ - 0 | |
| S1050 | Sheeting and shoring to be left in place at the fixed price of $1,950.00 | Per MBM | 210.0 | $ 1,950.00 | $ 409,500.00 |
| S3218 | 18 inch RCP SW conduit | Linear Ft | 135.0 | $ - 0 | |
| S3221 | 21 inch RCP SW conduit | Linear Ft | 105.0 | $ - 0 | |
| S3224 | 24 inch RCP SW conduit | Linear Ft | 40.0 | $ - 0 | |
| S3242 | 42 inch RCP SW conduit | Linear Ft | 90.0 | $ - 0 | |
| S3297 | 18 inch Class V, Wall C RCP SW conduit | Linear Ft | 25.0 | $ - 0 | |
| S3410 | 10 inch VCP sanitary sewer encased in concrete | Linear Ft | 360.0 | $ - 0 | |
| S5018 | Separate Sewer Systems:10 inch VCP Sewer with 18 inch RCP SW Conduit | Linear Ft | 1,555.0 | $ - 0 | |
| S5021 | Separate Sewer Systems:10 inch VCP Sewer with 21 inch RCP SW Conduit | Linear Ft | 775.0 | $ - 0 | |
| S5024 | Separate Sewer Systems:10 inch VCP Sewer with 24 inch RCP SW conduit | Linear Ft | 340.0 | $ - 0 | |
| S5097 | Separate Sewer Systems:10 inch VCP Sewer with 18 inch Class V, Wall C RCP SW Conduit | Linear Ft | 980.0 | $ - 0 | |
| S5267 | Separate Sewer Systems:10 inch VCP Sewer with 66 inch RCP SW Conduit | Linear Ft | 115.0 | $ - 0 | |
| S7105 | 5 inch VCP Sanitary Lateral Connections | Linear Ft | 1,530.0 | $ - 0 | |
| S7106 | 6 inch VCP Stormwater Lateral Connections | Linear Ft | 1,535.0 | $ - 0 | |
| S7208 | 8 inch Vent Connections | Linear Ft | 105.0 | $ - 0 | |
| S7212 | 12 inch Vent Connections | Linear Ft | 10.0 | $ - 0 | |
| S7215 | 15 inch Inlet connections | Linear Ft | 355.0 | $ - 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 | 1.0 | $ - 0 | |
| S8030 | SW Manholes for Pipes 30 inches and Under | Each | 15.0 | $ - 0 | |
| S8041 | 9 Foot Diameter SW Transition Manhole | Each | 2.0 | $ - 0 | |
| S8042 | 6 Foot Diameter SW Transition Manhole | Each | 2.0 | $ - 0 | |
| S8043 | 6 Foot Diameter SW Manhole | Each | 1.0 | $ - 0 | |
| S8050 | Junction manholes | Each | 5.0 | $ - 0 | |
| S8060 | Summit Manholes | Each | 10.0 | $ - 0 | |
| S8100 | 4 Foot Open Mouth Grate Inlets with Concrete Apron | Each | 3.0 | $ - 0 | |
| S8102 | 6 Foot Open Mouth Grate Inlets with Concrete Apron | Each | 9.0 | $ - 0 | |
| S8104 | 4 Foot City Inlets with Concrete Apron | Each | 8.0 | $ - 0 | |
| S8105 | 6 Foot City Inlets with Concrete Apron | Each | 7.0 | $ - 0 | |
| S8112 | Filling Abandoned Inlets | Each | 4.0 | $ - 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 | 75.0 | $ - 0 | |
| S9000 | Concrete Curb | Linear Ft | 535.0 | $ - 0 | |
| S9003 | Concrete Footway Paving | Sq Yds | 209.0 | $ - 0 | |
| S9004 | Brick Footway Paving | Sq Yds | 38.0 | $ - 0 | |
| S9009 | Concrete Driveway Paving, 8 inch Depth | Sq Yds | 82.0 | $ - 0 | |
| S9105 | Milling | Sq Yds | 1,334.0 | $ - 0 | |
| S9200 | #2A Modified Stone | Ton | 348.0 | $ - 0 | |
| S9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 392.0 | $ - 0 | |
| S9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 392.0 | $ - 0 | |
| S9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 6,834.0 | $ - 0 | |
| S9402 | High Early Strength Concrete Base Course, 10 inch depth, (Including Subgrading) | Sq Yds | 163.0 | $ - 0 | |
| S9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 155.0 | $ - 0 | |
| S9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 1,673.0 | $ - 0 | |
| S9439 | Brick Cartway Paving | Sq Yds | 406.0 | $ - 0 | |
| S9447 | Superpave 64-22 PG, Type A, ( 1-1/2 inch Binder Course and 1-1/2 inch Wearing Course ) | Sq Yds | 6,645.0 | $ - 0 | |
| S9461 | Temporary, hot mix, superpave binder course | Ton | 61.0 | $ - 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 | 20.0 | $ - 0 | |
| S9545 | Custom Signage | Sq Ft | 80.0 | $ - 0 | |
| AMOUNT BID FOR SEWER AND RELATED WORKS...................................................................$ | $ 452,000.00 | ||||
| W0376 | Mechanical street sweeping at an allowance price of $38,500.00 | Allowance | 1.0 | $ 38,500.00 | $ 38,500.00 |
| W1000 | Excavation for water pipes | Cubic Yds | 3,456.0 | $ - 0 | |
| W1012 | Excavation and disposal of material without classification in State Routes | Cubic Yds | 80.0 | $ - 0 | |
| W2003 | 3 inch DI Pipe | Linear Ft | 10.0 | $ - 0 | |
| W2004 | 4 inch DI Pipe | Linear Ft | 145.0 | $ - 0 | |
| W2006 | 6 inch DI Pipe | Linear Ft | 475.0 | $ - 0 | |
| W2008 | 8 inch DI pipe | Linear Ft | 6,145.0 | $ - 0 | |
| W2012 | 12 inch DI pipe | Linear Ft | 1,530.0 | $ - 0 | |
| W2030 | 30 inch DI Pipe | Linear Ft | 90.0 | $ - 0 | |
| W2830 | 30" mechanical couplings | Each | 10.0 | $ - 0 | |
| W3004 | Ductile Iron Fittings | Ton | 13.0 | $ - 0 | |
| W5004 | 4 inch Gate Valves | Each | 8.0 | $ - 0 | |
| W5006 | 6 inch Gate Valves | Each | 22.0 | $ - 0 | |
| W5008 | 8 inch Gate Valves | Each | 24.0 | $ - 0 | |
| W5012 | 12 inch Gate Valves | Each | 8.0 | $ - 0 | |
| W5630 | 30 inch butterfly valves | Each | 1.0 | $ - 0 | |
| W6101 | Fire hydrants with center compression locks | Each | 18.0 | $ - 0 | |
| W6110 | Removals of fire hydrants at the fixed price of $345.00 | Each | 18.0 | $ 345.00 | $ 6,210.00 |
| W6200 | Concrete Anchors | Cubic Yds | 173.0 | $ - 0 | |
| W7201 | 3/4 inch water service connection from water main to curb stop | Each | 293.0 | $ - 0 | |
| W7202 | 1 inch water service connection from water main to curb stop | Each | 13.0 | $ - 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 | 11.0 | $ - 0 | |
| W7211 | Water supply connection from curb stop to meter at a fixed price of $1,850.00 | Each | 48.0 | $ 1,850.00 | $ 88,800.00 |
| W7212 | Water pitcher filter at a fixed price of $200.00 | Each | 64.0 | $ 200.00 | $ 12,800.00 |
| W7351 | 3/4 inch copper service pipe from water main to curb stop | Linear Ft | 5,521.0 | $ - 0 | |
| W7352 | 1 inch copper service pipe from water main to curb stop | Linear Ft | 203.0 | $ - 0 | |
| W7353 | 1-1/2 inch copper service pipe from water main to curb stop | Linear Ft | 17.0 | $ - 0 | |
| W7354 | 2 inch copper service pipe from water main to curb stop | Linear Ft | 171.0 | $ - 0 | |
| W7361 | 3/4 inch copper supply pipe from curb stop to meter | Linear Ft | 963.0 | $ - 0 | |
| W9000 | Concrete Curb | Linear Ft | 408.0 | $ - 0 | |
| W9003 | Concrete Footway Paving | Sq Yds | 153.0 | $ - 0 | |
| W9004 | Brick Footway Paving | Sq Yds | 32.0 | $ - 0 | |
| W9009 | Concrete Driveway Paving, 8 inch Depth | Sq Yds | 73.0 | $ - 0 | |
| W9105 | Milling | Sq Yds | 687.0 | $ - 0 | |
| W9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 248.0 | $ - 0 | |
| W9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 206.0 | $ - 0 | |
| W9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 3,040.0 | $ - 0 | |
| W9402 | High Early Strength Concrete Base Course, 10 inch depth, (Including Subgrading) | Sq Yds | 367.0 | $ - 0 | |
| W9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 134.0 | $ - 0 | |
| W9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 1,325.0 | $ - 0 | |
| W9439 | Brick Cartway Paving | Sq Yds | 247.4 | $ - 0 | |
| W9447 | Superpave 64-22 PG, Type A (1-1/2 inch Binder Course and 1-1/2 inch Wearing Course) | Sq Yds | 3,349.0 | $ - 0 | |
| W9461 | Temporary, hot mix, superpave binder course | Ton | 910.0 | $ - 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 | 10.0 | $ - 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...................................................................$ | $ 156,310.00 | ||||
| AGGREGATE AMOUNT BID.....................................................................................$ | $ 608,310.00 |
File details come from the government source that posted it. Updated .