Amendment 4 Bid 2901-20636.pdf
PDF 295 KB Posted
- Solicitation number
- B2727513
- Issued by
- Pennsylvania
About this file
This is Amendment No. 4 to a construction bid issued by the City of Philadelphia for Project No. W-20636-DG, which involves the relay of water mains in Haverford Avenue (S.R. 3018 from N. 63rd Street to W. Girard Avenue) and green infrastructure construction in W. Girard Avenue (from N. 64th Street to N. Gross Street). The amendment, dated August 19, 2026, requires sellers to acknowledge receipt of all amendments and modifies the bid pricing pages and removes language regarding Large Diameter Service Installations from Section 02660 of the specifications. The bid opening is scheduled for Tuesday, August 25, 2026, with a virtual opening available via Zoom. The project encompasses extensive water main installation and related works, including excavation (ranging from 47 to 1,485 cubic yards depending on location and purpose), installation of ductile iron pipes ranging from 4 to 12 inches in diameter across multiple linear footage quantities, placement of gate valves and fire hydrants, water service connections, concrete paving and base course work, superpave asphalt installation, and green infrastructure components such as perforated pipes, inlets, and erosion control measures.
The aggregate amount bid for the complete project totals $132,045.00, with $122,045.00 allocated to water and related works and $10,000.00 allocated to green infrastructure and related works. Multiple line items contain allowances and fixed prices, including mechanical street sweeping at $27,000.00, water supply connections at $1,850.00 per unit, water pitcher filters at $200.00 each, fire hydrant removals at $345.00 each, PPD traffic control support services at $13,500.00, and project scheduling and notification letters at $10,000.00. The estimated project range exceeds $5,000,000.00, and bidders must submit a $600.00 bid processing fee through the City of Philadelphia's online payment portal. Many line items show unit prices marked with a dash, indicating that pricing will be provided by contractors in their bids.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| SPEC BID 2901 - 20636 F 2.pdf | ||
| Consent Authorization Form.~25.pdf | ||
| BID RESULTS 08-25-26~1.xlsx | XLSX spreadsheet | |
| Amendment 4 Bid Pricing Pages 2901-20636 2.xlsx | XLSX spreadsheet | |
| Bid 2901 Seller_Quote_Checklist~1.pdf | ||
| Plans Bid 2901-20636.pdf | ||
| Virtual Sequential Bid Opening Instructions~7.pdf | ||
| AMENDMENT 2 PREVAILING WAGE RATES BID 2900 AND 2901~3.pdf | ||
| Bid 2901 Wk. No. 20636 B2727513 ABL~1.pdf | ||
| AD 2900 2901.doc | DOC document | |
| AMENDMENT 1 PREVAILING WAGE RATES~3.pdf | ||
| AMENDMENT 3 BID 2901 - 20636.pdf |
Show all 12
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Text version
8/19/2026 Amendment 4 PG - 1 W-20636-DG
AMENDMENT NO. 4 Dated: August 19, 2026
Bid No.: 2901
Opening Date: Tuesday, August 25, 2026
NOTICE
It is the sole responsibility of the seller to ensure that it has received any and all amendments and the
Procurement Commissioner may in their sole discretion reject any quote for which all amendments have not been executed and returned.
PROPOSAL FOR
Project No. W-20636-DG
Description: Relay of Water Mains in Haverford Ave. (S.R. 3018 from N. 63rd St. (S.R. 3015) to W. Girard Ave. and Green Infrastructure Construction in W. Girard Ave. from N. 64th St to N. Gross
St.
IS AMENDED AS FOLLOWS:
GENERAL
1. Replace Bid Pricing Pages in PHL Contracts with Amendment 4 Bid Pricing Pages.
SPECIFICATIONS
1. In Section 02660 – Water Distribution, remove the Large Diameter Service Installations language added in Amendment No. 3 - SPECIFICATIONS 1) & 2)
END OF CHANGES
Seller must acknowledge receipt of Amendments in PHLContracts
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 -$
W1001
Excavation for Water Mains Including Sheathing and Shoring, and Disposal of Materials without
Classification in State Routes Cubic Yds 47.0 -$
W1012
Excavation and disposal of material without classification in State Routes Cubic Yds 1,485.0 -$
W2004 4 inch DI Pipe Linear Ft 50.0 -$
W2006 6 inch DI Pipe Linear Ft 285.0 -$
W2008 8 inch DI pipe Linear Ft 3,225.0 -$
W2012 12 inch DI pipe Linear Ft 1,890.0 -$
W3004 Ductile Iron Fittings Ton 8.2 -$
W5004 4 inch Gate Valves Each 2.0 -$
W5006 6 inch Gate Valves Each 11.0 -$
W5008 8 inch Gate Valves Each 20.0 -$
W5012 12 inch Gate Valves Each 7.0 -$
W6101 Fire hydrants with center compression locks Each 11.0 -$
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 -$
W6200 Concrete Anchors Cubic Yds 125.0 -$
W7201
3/4 inch water service connection from water main to curb stop Each 250.0 -$
W7202
1 inch water service connection from water main to curb stop Each 7.0 -$
W7203
1-1/2 inch water service connection from water main to curb stop Each 1.0 -$
W7204
2 inch water service connection from water main to curb stop Each 4.0 -$
Bid 2901-20636
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 -$
W7352
1 inch copper service pipe from water main to curb stop Linear Ft 240.0 -$
W7353
1-1/2 inch copper service pipe from water main to curb stop Linear Ft 40.0 -$
W7354
2 inch copper service pipe from water main to curb stop Linear Ft 120.0 -$
W7361
3/4 inch copper supply pipe from curb stop to meter Linear Ft 1,150.0 -$
W8198 Flowable fill (control density fill) Cubic Yds 42.0 -$
W9000 Concrete Curb Linear Ft 280.0 -$
W9003 Concrete Footway Paving Sq Yds 330.0 -$
W9009 Concrete Driveway Paving, 8 inch Depth Sq Yds 45.0 -$
W9105 Milling Sq Yds 4,900.0 -$
W9302 Topsoil and Sodding Sq Yds 20.0 -$
W9400
Plain Cement Concrete Base Course, 8 inch
Depth, (Including Subgrading) Sq Yds 820.0 -$
W9402
High Early Strength Concrete Base Course, 10 inch depth, (Including Subgrading) Sq Yds 1,610.0 -$
W9411
Variable Depth Superpave Binder Course, 64-22
PG, Type A Ton 240.0 -$
W9418
Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A Sq Yds 5,850.0 -$
W9447
Superpave 64-22 PG, Type A (1-1/2 inch Binder
Course and 1-1/2 inch Wearing Course) Sq Yds 910.0 -$
W9461 Temporary, hot mix, superpave binder course Ton 635.0 -$
W9484
Finished 16" Concrete Paving in SEPTA Track
Area (Including Subgrading) Sq Yds 16.0 -$
W9490
Furnishing, Placing, and Compacting Select
Backfill Material (2RC) Ton 100.0 -$
W9500
Maintenance and protection of traffic during water work Lump Sum 1.0 -$
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 -$
W9545 Custom Signage Sq Ft 120.0 -$
W9600 Electrolysis Corrosion Control Lump Sum 1.0 -$
W9640
Project schedule and notification letters at a fixed price of $10,000.00 Lump Sum 1.0 10,000.00$ 10,000.00$
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 -$
G1120 Excavation, without classification (for pipe) Cubic Yds 57.0 -$
G3002 Geomembrane pipe penetration Each 6.0 -$
G3009 8 inch perforated HDPE pipe Linear Ft 52.0 -$
G3113 12 inch perforated PP pipe Linear Ft 50.0 -$
G3308 8 inch solid PVC pipe Linear Ft 27.0 -$
G3708 8 inch DI pipe Linear Ft 36.0 -$
G3712 12 inch DI pipe Linear Ft 14.0 -$
G4002 Backfill, 2A Cubic Yds 20.0 -$
G4057
Furnish and place AASHTO #57 stone wrapped in geotextile Cubic Yds 149.0 -$
G4059 Impermeable geomembrane Liner Sq Yds 224.0 -$
G7215 15 inch inlet connections Linear Ft 29.0 -$
G8104 4 foot green city inlet Each 1.0 -$
G8106 4 foot green highway grate inlet Each 1.0 -$
G8150 4 foot OMG inlet with orifice Each 1.0 -$
G8215 Observation well Each 2.0 -$
G9000 Concrete curb Linear Ft 71.0 -$
G9003 4" concrete footway paving Sq Yds 113.0 -$
G9310 Planting soil Cubic Yds 16.0 -$
G9400
Plain cement concrete base course, 8 inch depth
(including subbase) Sq Yds 115.0 -$
AMOUNT BID FOR WATER AND RELATED WORKS...................................................................$
G9411 Variable depth superpave binder Ton 1.0 -$
G9418
Superpave wearing course, 64-22 PG,1-1/2 inch depth, type A Sq Yds 4.0 -$
G9447
Superpave 64-22 PG, type A, (1-1/2 inch binder course and 1-1/2 inch wearing course) Sq Yds 129.0 -$
G9461 Temporary, hot mix, superpave binder course Ton 4.0 -$
G9500 Maintenance and protection of traffic during work Lump Sum 1.0 -$
G9545 Custom signage Sq Ft 88.0 -$
G9705 As-built survey and drafting Lump Sum 1.0 -$
G9790 Erosion and sediment control measures Lump Sum 1.0 -$
S7006 6 inch Lateral Connections Linear Ft 11.0 -$
S8201 CI curb traps, risers, and vent boxes (F.A.I.'s) Each 1.0 -$
10,000.00$
132,045.00$
AMOUNT BID FOR GSI AND RELATED WORKS.....................................................................$
AGGREGATE AMOUNT BID.....................................................................................$
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