AMENDMENT 3 BID 2901 - 20636.pdf

8/14/2026 Amendment 3 PG - 1 W-20636-DG

AMENDMENT NO. 3 Dated: August 14, 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

Replace Bid Pricing Pages in PHL Contracts with Amendment 3 Bid Pricing Pages.

SPECIFICATIONS

1) In Section 02660 – Water Distribution, add the following to subsection 1.01 Scope of Work:

V. The installation of service distribution pipes and valves, ranging in size from 4 inches to 12 inches in diameter, at various locations throughout the City shall be deducted from the allowance item for Large Diameter Service Installations.

1. The Contractor who participates in this contract agrees to perform the service distribution pipe installation with the utmost diligence and care. The objective is to install service distribution pipe with minimal disruption to customer service and normal traffic flow so as to avoid undo risk and inconvenience to the public.

2. The Water Department may request the Contractor to install large diameter service piping at various customer properties throughout the City. This work is to facilitate an expedited response and supplement existing PWD forces.

3. The service distribution pipe shall extend 12 inches beyond the curb with a tightly sealed cap at the end of pipe. In the event of the existing distribution water main being located in the footway directly adjacent to the property, the service distribution pipe shall extend to a length as directed by the PWD Project Manager.

4. The connection to the existing distribution water main will require wet tapping and line stopping. This work will be completed by PWD Water Operations. The Contractor shall note that installation of service distribution pipe and valve shall follow the completion of the wet tap. The Contractor shall excavate a trench around the existing water main for PWD

Water Operations to perform the wet tap. The Contractor shall coordinate work and schedule with PWD Water Operations providing a minimum of 3 days notification.

5. The Contractor shall note that properties installing two fire connections a division valve shall be installed between the fire connections. This work shall be coordinated with PWD

Water Operations.

8/14/2026 Amendment 3 PG - 2 W-20636-DG

6. The Contractor shall note that all large diameter service piping shall be required to conform to the relevant disinfection requirements as outlined in the PHILADELPHIA WATER

DEPARTMENT (PWD) STANDARD SPECIFICATIONS W-22 FOR DISINFECTING

WATER MAINS.

7. The Contractor shall note that all maintenance and protection of traffic shall follow the most recent revisions or amendments to the PennDOT Publication 213, Temporary Traffic

Control Guidelines.

8. The ditch restoration work shall carry with it a 2 year unconditional warranty as it pertains to materials and workmanship.

9. The Contractor shall provide photographic documentation of each construction phase as directed by the PWD Project Manager. Follow requirements as detailed in Section 01110

Photographic Documentation.

10. The Contractor shall note that all existing transmission mains encountered during excavation and service distribution pipe installation must be supported and protected. Any damage to a transmission main is the responsibility of the Contractor at no additional cost to the City. The PWD Load Control Unit must be immediately notified if damage occurs or a transmission main shutdown is required.

11. The Contractor shall note that all existing utilities encountered during excavation and service distribution pipe installation must be supported and protected. Any damage to an existing utility is the responsibility of the Contractor at no additional cost to the City.

12. Attention is directed to the possibility of paved over SEPTA tracks on any of the assigned locations. The Contractor shall saw cut ties as necessary to facilitate the installation of the service distribution pipe. In lieu of cutting the ties of the paved over SEPTA tracks, the

Contractor may remove the rail and ties in their entirety. The rail ties removed become property of the Contractor, who is responsible for their disposal. The Contractor shall also note that no extra or additional payment will be made for excavation or paving outside of the payment lines for the water main due to removal of the rail and ties in part, or in their entirety. Payment for the removal of the existing rails and ties shall be deducted from the allowance.

13. When installation of service distribution pipe is required under/around SEPTA tracks, the

Contractor shall coordinate his work with a SEPTA representative. Upon receiving a location of this nature, the Contractor shall contact Steve Goodwin, (215) 580-7589, jgoodwin@septa.org, within 24 hours to coordinate his work in the track area. The SEPTA representative shall determine whether the tracks shall be maintained, replaced, or removed.

The representative shall also determine if restricted work hours are required to maintain service or limit service outages. Coordination or delays for this work shall be a distributive cost. This includes but is not limited to scheduling, delays, and work stoppages. There will be no separate or additional payment for delays associated with this work. There will be no remobilization payment due to delays caused by the railroad work.

14. When a SEPTA Bus Route detour is required to facilitate the installation of service distribution pipe, the Contractor shall coordinate his work with a SEPTA representative.

Upon receiving a location of this nature, the Contractor shall contact Steve Goodwin, (215)

580-7589, jgoodwin@septa.org, within 24 hours to coordinate his work in this site. The

SEPTA representative shall also determine if restricted work hours are required to maintain service or limit service outages. Coordination or delays for this work shall be a distributive cost. This includes but is not limited to scheduling, delays, and work stoppages. There will

8/14/2026 Amendment 3 PG - 3 W-20636-DG be no separate or additional payment for delays associated with this work. There will be no remobilization payment due to delays caused by the railroad work.

15. At times, the Contractor may be required to perform his work at night or on weekends. This would most likely occur in highly congested areas where the Contractor’s prosecution of work will occupy one or more of the remaining lanes of traffic causing an unacceptable disturbance to traffic flow and work in State Routes. It is anticipated that approximately ten percent of the work will be in locations with such restrictions necessitating night work. The night work will be performed from 7 p.m. to 6:30 a.m. and there is no additional

Compensation for night work or work on weekends. The State Route work will be performed from 9 a.m. to 3 p.m. or as night work and there is no additional Compensation for night work or work on weekends.

16. Attention is directed to the possibility of requiring Police Support for this work. This item will be paid for under the allowance item for Large Diameter Service Installations. See attachment “Guidelines For Assigning Police Support” for additional information. The payment will be deducted from the allowance item for Large Diameter Service Installations.

17. Attention is directed to the possibility of priority service connections requiring expedited response for completing this work. When the PWD Project Manager identifies priority locations for installation, there will be no minimum number of service distribution pipe connections transmitted to the Contractor in any given list. Likewise, there will be no minimum length of service distribution piping transmitted to the Contractor in any given list. Upon receipt of the list, the Contractor will have 2 days to:

a. Field review the site of the identified service distribution pipe connection(s) with PWD

Water Operations Distribution District Superintendent.

b. Advise the City in writing if the Contractor will perform the installation of any or all of the transmitted service distribution pipe connection segments.

c. The Contractor is to perform the installation of any or all of the segments on the list transmitted by the City, the Contractor will have 5 days from the initial receipt of the list to initiate the installation work. The City reserves the right to change the priority order of service distribution pipe connection segments, at no additional cost to the City. The installation process will be considered to be initiated when:

1 Acquisition of approvals and required permits and notification of affected City departments has occurred.

d. Completion is defined to mean that the service distribution pipe and connection has been installed and the existing distribution water main returned to normal service; all bypass pumping equipment has been removed; pavement repairs, if required, have been performed; punchlist items have been completed.

18. When the PWD Project Manager identifies locations for installation, there will be no minimum number of service distribution pipe connections transmitted to the Contractor in any given list. Likewise, there will be no minimum length of service distribution piping transmitted to the Contractor in any given list. Upon receipt of the list, the Contractor will have 5 days to:

a. Field review the site of the identified service distribution pipe connection(s) with PWD

Water Operations Distribution District Superintendent.

b. Advise the City in writing if the Contractor will perform the installation of any or all of the transmitted service distribution pipe connection segments.

c. The Contractor is to perform the installation of any or all of the segments on the list transmitted by the City, the Contractor will have 15 days from the initial receipt of the

8/14/2026 Amendment 3 PG - 4 W-20636-DG list to initiate the installation work. The City reserves the right to change the priority order of service distribution pipe connection segments, at no additional cost to the City.

The installation process will be considered to be initiated when:

1 Acquisition of approvals and required permits and notification of affected City departments has occurred.

d. Completion is defined to mean that the service distribution pipe and connection has been installed and the existing distribution water main returned to normal service; all bypass pumping equipment has been removed; pavement repairs, if required, have been performed; punchlist items have been completed.

2) In Section 02660 – Water Distribution, add the following to subsection 1.07 Measurement and Payment

M. Payments under the Large Diameter Service Installations allowance item will be based upon the invoice costs to provide these services when requested by the Water Department. This item may be used to assist PWD Water Operations during their customer service connection work.

1. The allowance price shall reimburse the Contractor for the invoice expense to employ the following and all appurtenant work and materials: furnishing and installing gate valves and valve boxes; tapping and line stopping mains; making connections; corrosion control work;

testing; temporary service connections.

2. The allowance price shall reimburse the Contractor for the invoice expense including all excavating, backfilling, compacting, and cartway, footway, driveway, and curb restoration necessary only to complete the Service Installations; however, there will be no deduction from the quantities of excavation or paving items measured for other work (e.g., water mains, milling, etc.) due to proximity to the Service Installations.

3. The allowance price shall reimburse the Contractor for the invoice expense all costs to mobilize the Contractor’s equipment and forces, to establish and maintain the required normal Maintenance and Protection of Traffic measures, and miscellaneous overhead:

obtaining required street closure permits, providing, placing, maintaining, and removing all required signs, barricades, and warning devices; steel plates for decking; bridging;

temporary cartway and footway paving; removal and replacement of paving where necessary for decking.

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$

W7213

Large Diameter Service Installations including all appurtenant work, will be deducted from the allowance price of $2,000,000.00 Allowance 1.0 2,000,000.00$ 2,000,000.00$

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$

2,122,045.00$

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 -$

AMOUNT BID FOR WATER AND RELATED WORKS...................................................................$

G9400

Plain cement concrete base course, 8 inch depth

(including subbase) Sq Yds 115.0 -$

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$

2,132,045.00$

AMOUNT BID FOR GSI AND RELATED WORKS.....................................................................$

AGGREGATE AMOUNT BID.....................................................................................$