Amendment 4 Bid priding Pages 2900 - 41221.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- PW Bid 2900-SEWER RECONSTRUCTION, SEWER LINING, RELAY of WATER MAINS, & GSI in N. 37TH ST
- Solicitation number
- B2727510
- Issued by
- Pennsylvania
About this file
Amendment 4 to the Bid Pricing Pages document pertains to PW Bid 2900 for Sewer Reconstruction, Sewer Lining, Relay of Water Mains, and Green Stormwater Infrastructure (GSI) improvements on North 37th Street in Philadelphia, Pennsylvania. This document contains bid pricing information spanning pages 2900 through 41221 and represents an amendment to the original bid specifications. The project involves multiple infrastructure components including sewer system reconstruction and lining work, water main replacement, and stormwater management improvements. A virtual bid opening was scheduled via Zoom, with meeting access provided through a secure link. The estimated project range exceeds $5,000,000.00, indicating a major municipal infrastructure undertaking.
Prospective bidders were required to submit a bid processing fee of $600.00 through the City of Philadelphia's payment portal under the "City Contracts" category prior to bid submission. The amendment document itself functions as a pricing reference tool, detailing line items and costs associated with the various infrastructure components outlined in the original solicitation. No specific response deadline, site visit requirements, or contract term information is evident from this amendment excerpt, as it focuses primarily on establishing the bid pricing framework for this substantial public works project serving the City of Philadelphia.
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Data
| Bid 2900-41221 | |||||
| Contractor: | |||||
| PWD ID | Description | UOM | Quantity | Unit Price | Total |
| S0101 | Lining of 3'-6" x 2'-4" Brick Sewer on N. 37th Street using a styrene barrier liner | Linear Ft | 105.0 | $ - 0 | |
| S0376 | Mechanical street sweeping at an allowance price of $15,000.00 | Allowance | 1.0 | $ 15,000.00 | $ 15,000.00 |
| S0704 | Rehabilitation of Sewer Manholes/ Wellholes | Each | 1.0 | $ - 0 | |
| S0708 | Rebuild Wellhole | Each | 1.0 | $ - 0 | |
| S1000 | Excavation for sewer pipes | Cubic Yds | 2,320.0 | $ - 0 | |
| S1001 | Excavation for Pipe Sewers Including Sheeting and Shoring | Cubic Yds | 990.0 | $ - 0 | |
| S1002 | Excavation for Pipe Sewers Including Sheeting and Shoring, With Steel Soldier Beams | Cubic Yds | 40.0 | $ - 0 | |
| S1050 | Sheeting and shoring to be left in place at the fixed price of $1,650.00 | Per MBM | 125.0 | $ 1,650.00 | $ 206,250.00 |
| S1610 | Allowance for Sewer Repairs $50,000.00 | Allowance | 1.0 | $ 50,000.00 | $ 50,000.00 |
| S3018 | 18 inch RCP Sewer | Linear Ft | 780.0 | $ - 0 | |
| S3021 | 21 inch RCP Sewer | Linear Ft | 215.0 | $ - 0 | |
| S3024 | 24 inch RCP Sewer | Linear Ft | 205.0 | $ - 0 | |
| S3030 | 30 inch RCP Sewer | Linear Ft | 410.0 | $ - 0 | |
| S3036 | 36 inch RCP Sewer | Linear Ft | 420.0 | $ - 0 | |
| S3042 | 42 inch RCP Sewer | Linear Ft | 250.0 | $ - 0 | |
| S3043 | 42 inch Class V RCP Sewer | Linear Ft | 135.0 | $ - 0 | |
| S7006 | 6 inch Lateral Connections | Linear Ft | 1,040.0 | $ - 0 | |
| S7212 | 12 inch Vent Connections | Linear Ft | 35.0 | $ - 0 | |
| S7215 | 15 inch Inlet connections | Linear Ft | 445.0 | $ - 0 | |
| S8010 | Sewer Manholes for Pipes 30 inches and Under | Each | 6.0 | $ - 0 | |
| S8020 | Sewer Manholes for Pipes 36 inches and Over | Each | 5.0 | $ - 0 | |
| S8023 | Sewer Transition Manhole for pipes 30 inches and less | Each | 7.0 | $ - 0 | |
| S8090 | Wellholes | Each | 1.0 | $ - 0 | |
| S8100 | 4 Foot Open Mouth Grate Inlets with Concrete Apron | Each | 14.0 | $ - 0 | |
| S8104 | 4 Foot City Inlets with Concrete Apron | Each | 7.0 | $ - 0 | |
| S8106 | 4 Foot Highway Grate Inlets | Each | 5.0 | $ - 0 | |
| S8112 | Filling Abandoned Inlets | Each | 18.0 | $ - 0 | |
| S9000 | Concrete Curb | Linear Ft | 145.0 | $ - 0 | |
| S9003 | Concrete Footway Paving | Sq Yds | 210.0 | $ - 0 | |
| S9105 | Milling | Sq Yds | 35.0 | $ - 0 | |
| S9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 785.0 | $ - 0 | |
| S9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 785.0 | $ - 0 | |
| S9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 1,625.0 | $ - 0 | |
| S9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 35.0 | $ - 0 | |
| S9418 | Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A | Sq Yds | 340.0 | $ - 0 | |
| S9447 | Superpave 64-22 PG, Type A, ( 1-1/2 inch Binder Course and 1-1/2 inch Wearing Course ) | Sq Yds | 2,270.0 | $ - 0 | |
| S9461 | Temporary, hot mix, superpave binder course | Ton | 100.0 | $ - 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 | 16.0 | $ - 0 | |
| S9545 | Custom Signage | Sq Ft | 80.0 | $ - 0 | |
| AMOUNT BID FOR SEWER AND RELATED WORKS...................................................................$ | $ 271,250.00 | ||||
| W0376 | Mechanical street sweeping at an allowance price of $15,000.00 | Allowance | 1.0 | $ 15,000.00 | $ 15,000.00 |
| W1000 | Excavation for water pipes | Cubic Yds | 1,020.0 | $ - 0 | |
| W2006 | 6 inch DI Pipe | Linear Ft | 195.0 | $ - 0 | |
| W2008 | 8 inch DI pipe | Linear Ft | 2,255.0 | $ - 0 | |
| W2020 | 20 inch DI Pipe | Linear Ft | 10.0 | $ - 0 | |
| W2024 | 24 inch DI Pipe | Linear Ft | 35.0 | $ - 0 | |
| W2820 | 20" mechanical couplings | Each | 2.0 | $ - 0 | |
| W3004 | Ductile Iron Fittings | Ton | 4.0 | $ - 0 | |
| W5006 | 6 inch Gate Valves | Each | 8.0 | $ - 0 | |
| W5008 | 8 inch Gate Valves | Each | 14.0 | $ - 0 | |
| W6022 | 2 inch Manual Air Valves With Chambers | Each | 1.0 | $ - 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 | 7.0 | $ 345.00 | $ 2,415.00 |
| W6200 | Concrete Anchors | Cubic Yds | 44.0 | $ - 0 | |
| W7201 | 3/4 inch water service connection from water main to curb stop | Each | 161.0 | $ - 0 | |
| W7202 | 1 inch water service connection from water main to curb stop | Each | 5.0 | $ - 0 | |
| W7204 | 2 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 | 26.0 | $ 1,850.00 | $ 48,100.00 |
| W7212 | Water pitcher filter at a fixed price of $200.00 | Each | 34.0 | $ 200.00 | $ 6,800.00 |
| W7351 | 3/4 inch copper service pipe from water main to curb stop | Linear Ft | 3,365.0 | $ - 0 | |
| W7352 | 1 inch copper service pipe from water main to curb stop | Linear Ft | 120.0 | $ - 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 | 485.0 | $ - 0 | |
| W9000 | Concrete Curb | Linear Ft | 145.0 | $ - 0 | |
| W9003 | Concrete Footway Paving | Sq Yds | 210.0 | $ - 0 | |
| W9105 | Milling | Sq Yds | 25.0 | $ - 0 | |
| W9204 | Subbase, 6 inch Depth, Including Subgrading | Sq Yds | 475.0 | $ - 0 | |
| W9397 | Plain Cement Concrete Base Course, 8 inch Depth | Sq Yds | 475.0 | $ - 0 | |
| W9400 | Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) | Sq Yds | 900.0 | $ - 0 | |
| W9411 | Variable Depth Superpave Binder Course, 64-22 PG, Type A | Ton | 14.0 | $ - 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 | 1,400.0 | $ - 0 | |
| W9461 | Temporary, hot mix, superpave binder course | Ton | 315.0 | $ - 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 | 12.0 | $ - 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...................................................................$ | $ 82,315.00 | ||||
| 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 | 751.0 | $ - 0 | |
| G1120 | Excavation, without classification (for pipe) | Cubic Yds | 82.0 | $ - 0 | |
| G1300 | Sheeting and shoring to be left in place at the fixed price of $1,650 | Per MBM | 1.0 | $ 1,650.00 | $ 1,650.00 |
| G1500 | Double-ring infiltrometer tests | Each | 2.0 | $ - 0 | |
| G3000 | HDPE anti-seep collars | Each | 2.0 | $ - 0 | |
| G3002 | Geomembrane pipe penetration | Each | 6.0 | $ - 0 | |
| G3008 | 8 inch solid HDPE pipe | Linear Ft | 156.0 | $ - 0 | |
| G3009 | 8 inch perforated HDPE pipe | Linear Ft | 203.0 | $ - 0 | |
| G3113 | 12 inch perforated PP pipe | Linear Ft | 108.0 | $ - 0 | |
| G3308 | 8 inch solid PVC pipe | Linear Ft | 17.0 | $ - 0 | |
| G3708 | 8 inch DI pipe | Linear Ft | 65.0 | $ - 0 | |
| G3726 | Shallow 8" DI pipe, concrete encased | Linear Ft | 7.0 | $ - 0 | |
| G4002 | Backfill, 2A | Cubic Yds | 112.0 | $ - 0 | |
| G4057 | Furnish and place AASHTO #57 stone wrapped in geotextile | Cubic Yds | 444.0 | $ - 0 | |
| G4059 | Impermeable geomembrane Liner | Sq Yds | 255.0 | $ - 0 | |
| G4100 | Furnish and place sand filter layer | Cubic Yds | 63.0 | $ - 0 | |
| G7215 | 15 inch inlet connections | Linear Ft | 9.0 | $ - 0 | |
| G8056 | Water level control structure | Each | 2.0 | $ - 0 | |
| G8104 | 4 foot green city inlet | Each | 3.0 | $ - 0 | |
| G8106 | 4 foot green highway grate inlet | Each | 4.0 | $ - 0 | |
| G8125 | 6 foot green dual catch basin highway grate inlet | Each | 1.0 | $ - 0 | |
| G8159 | Underdrain connection to existing inlet | Each | 2.0 | $ - 0 | |
| G8215 | Observation well | Each | 4.0 | $ - 0 | |
| G9000 | Concrete curb | Linear Ft | 319.0 | $ - 0 | |
| G9003 | 4" concrete footway paving | Sq Yds | 328.0 | $ - 0 | |
| G9310 | Planting soil | Cubic Yds | 57.0 | $ - 0 | |
| G9347 | Hedge Trimming $5,000.00 | Allowance | 1.0 | $ 5,000.00 | $ 5,000.00 |
| G9349 | Tree Pruning $5,000.00 | Allowance | 1.0 | $ 5,000.00 | $ 5,000.00 |
| G9400 | Plain cement concrete base course, 8 inch depth (including subbase) | Sq Yds | 250.0 | $ - 0 | |
| G9447 | Superpave 64-22 PG, type A, (1-1/2 inch binder course and 1-1/2 inch wearing course) | Sq Yds | 254.0 | $ - 0 | |
| G9461 | Temporary, hot mix, superpave binder course | Ton | 7.0 | $ - 0 | |
| G9500 | Maintenance and protection of traffic during work | Lump Sum | 1.0 | $ - 0 | |
| G9514 | Construction and as-built of 6" thick ADA ramps | Each | 6.0 | $ - 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 | |
| AMOUNT BID FOR GSI AND RELATED WORKS.....................................................................$ | $ 21,650.00 | ||||
| AGGREGATE AMOUNT BID.....................................................................................$ | $ 375,215.00 |
File details come from the government source that posted it. Updated .