AMENDMENT 3 BID 2900 - 41221.pdf

8/14/2026 Amendment 3 PG - 1 S-41221-RDG

AMENDMENT NO. 3 Dated: August 14, 2026 Bid No.: 2900 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. S-41221-RDG Description: Sewer Reconstruction, Sewer Lining, Relay of Water Mains in N. 37TH St. from Brown St. to W. Haverford Ave. and Construction of Green Infrastructure in N. 37th St from Olive St to Fairmount Ave.

IS AMENDED AS FOLLOWS:

GENERAL

1. 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

X. The installation of service distribution pipes and valves, ranging in size from 4 inch to 12 inch 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.

8/14/2026 Amendment 3 PG - 2 S-41221-RDG

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.

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

8/14/2026 Amendment 3 PG - 3 S-41221-RDG

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 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.

8/14/2026 Amendment 3 PG - 4 S-41221-RDG

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 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

K. 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.

3) In Section 02700 – SEWERAGE AND DRAINAGE, PART 1 GENERAL, 1.01 SCOPE OF WORK, replace letter L with the following language:

8/14/2026 Amendment 3 PG - 5 S-41221-RDG

L. Attention is directed to the proposed sewer in Aspen Street from N. 38th Street to N. 39th Street where the sewer is to be reconstructed adjacent to existing KTCO facilities. The Contractor will be required to utilize tight sheathing and shoring at these locations to protect the facilities.

4) Add “Guidelines for Assigning Police Support for Utility Construction”, to the

ATTACHMENTS.

CONTRACTORS QUESTIONS AND ANSWERS

1. Q. Spec section 02700-2 {L} requires the contractor to sheet the adjacent track along 37th street and spec section 02700-5 {AA} requires the contractor to remove portion of the track. Which is correct?

A. The Contractor shall remove a portion of the track, as necessary, as laid out in Section 2700 Sewerage and Drainage, Part 1 General, 1.01 Scope of Work, Letter AA. See above for revised spec language to letter L of the same spec section.

2. Q. With and excavating of over 32 feet, could please clarify what pay item the contractor should include all the costs to do the work associated the wellhole on 37th and Brown street and the detail on S-2.

A. The costs for the deep excavations, including the installation of the Sheeting and Shoring with steel soldier beams, for the proposed wellhole (S01-001250) and the wellhole (S01-001245) to be brought to grade will be paid for under Excavation for pipe Sewers Including Sheeting and Shoring, with Steel Soldier Beams (Bid Item S1002). Additionally, prior to starting the work, the Contractor shall submit shop drawings and calculations, stamped by a Registered Professional Engineer licensed in the State of Pennsylvania, for the excavation with steel soldier beams for review and approval. All other costs associated with the construction of the wellhole and rebuilding of the wellhole are to be included in their respective bid items Wellholes (S8090) and Rebuild Wellhole (S0708).

3. Q. Please consider adding additional 200 calendar days to the project, as there is a lot of extremely difficult work.

A. There will be no additional calendar days added to the project.

END OF CHANGES

Seller must acknowledge receipt of Amendments in PHLContracts

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 -$

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 -$

S0708 Rebuild Wellhole Each 1.0 -$

S1000 Excavation for sewer pipes Cubic Yds 2,320.0 -$

S1001 Excavation for Pipe Sewers Including Sheeting and Shoring Cubic Yds 990.0 -$

S1002 Excavation for Pipe Sewers Including Sheeting and Shoring, With Steel Soldier Beams Cubic Yds 40.0 -$

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 at $50,000.00 Allowance 1.0 50,000.00$ 50,000.00$

S3018 18 inch RCP Sewer Linear Ft 780.0 -$

S3021 21 inch RCP Sewer Linear Ft 215.0 -$

S3024 24 inch RCP Sewer Linear Ft 205.0 -$

S3030 30 inch RCP Sewer Linear Ft 410.0 -$

S3036 36 inch RCP Sewer Linear Ft 420.0 -$

S3042 42 inch RCP Sewer Linear Ft 250.0 -$

S3043 42 inch Class V RCP Sewer Linear Ft 135.0 -$

S7006 6 inch Lateral Connections Linear Ft 1,040.0 -$

S7212 12 inch Vent Connections Linear Ft 35.0 -$

S7215 15 inch Inlet connections Linear Ft 445.0 -$

S8010 Sewer Manholes for Pipes 30 inches and Under Each 6.0 -$

S8020 Sewer Manholes for Pipes 36 inches and Over Each 5.0 -$

S8023 Sewer Transition Manhole for pipes 30 inches and less Each 7.0 -$

S8090 Wellholes Each 1.0 -$

S8100 4 Foot Open Mouth Grate Inlets with Concrete Apron Each 14.0 -$

Bid 2900-41221

S8104 4 Foot City Inlets with Concrete Apron Each 7.0 -$

S8106 4 Foot Highway Grate Inlets Each 5.0 -$

S8112 Filling Abandoned Inlets Each 18.0 -$

S9000 Concrete Curb Linear Ft 145.0 -$

S9003 Concrete Footway Paving Sq Yds 210.0 -$

S9105 Milling Sq Yds 35.0 -$

S9204 Subbase, 6 inch Depth, Including Subgrading Sq Yds 785.0 -$

S9397 Plain Cement Concrete Base Course, 8 inch Depth Sq Yds 785.0 -$

S9400 Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) Sq Yds 1,625.0 -$

S9411 Variable Depth Superpave Binder Course, 64-22 PG, Type A Ton 35.0 -$

S9418 Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A Sq Yds 340.0 -$

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 -$

S9461 Temporary, hot mix, superpave binder course Ton 100.0 -$

S9500 Maintenance and protection of traffic during sewer work Lump Sum 1.0 -$

S9511 Construction and As Builts of 6" thick ADA Ramps Each 16.0 -$

S9545 Custom Signage Sq Ft 80.0 -$

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 -$

W2006 6 inch DI Pipe Linear Ft 195.0 -$

W2008 8 inch DI pipe Linear Ft 2,255.0 -$

W2020 20 inch DI Pipe Linear Ft 10.0 -$

W2024 24 inch DI Pipe Linear Ft 35.0 -$

W2820 20" mechanical couplings Each 2.0 -$

W3004 Ductile Iron Fittings Ton 4.0 -$

W5006 6 inch Gate Valves Each 8.0 -$

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

W5008 8 inch Gate Valves Each 14.0 -$

W6022 2 inch Manual Air Valves With Chambers Each 1.0 -$

W6101 Fire hydrants with center compression locks Each 8.0 -$

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 -$

W7201 3/4 inch water service connection from water main to curb stop Each 161.0 -$

W7202 1 inch water service connection from water main to curb stop Each 5.0 -$

W7204 2 inch water service connection from water main to curb stop Each 2.0 -$

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$

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 3,365.0 -$

W7352 1 inch copper service pipe from water main to curb stop Linear Ft 120.0 -$

W7354 2 inch copper service pipe from water main to curb stop Linear Ft 50.0 -$

W7361 3/4 inch copper supply pipe from curb stop to meter Linear Ft 485.0 -$

W9000 Concrete Curb Linear Ft 145.0 -$

W9003 Concrete Footway Paving Sq Yds 210.0 -$

W9105 Milling Sq Yds 25.0 -$

W9204 Subbase, 6 inch Depth, Including Subgrading Sq Yds 475.0 -$

W9397 Plain Cement Concrete Base Course, 8 inch Depth Sq Yds 475.0 -$

W9400 Plain Cement Concrete Base Course, 8 inch Depth, (Including Subgrading) Sq Yds 900.0 -$

W9411 Variable Depth Superpave Binder Course, 64-22 PG, Type A Ton 14.0 -$

W9418 Superpave Wearing Course, 64-22 PG, 1-1/2” depth, Type A Sq Yds 150.0 -$

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 -$

W9461 Temporary, hot mix, superpave binder course Ton 315.0 -$

W9500 Maintenance and protection of traffic during water work Lump Sum 1.0 -$

W9511 Construction and As-Builts of 6" thick ADA Ramps Each 12.0 -$

W9545 Custom Signage Sq Ft 80.0 -$

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$

2,082,315.00$

G0376 Allowance for mechanical street sweeping at $10,000.00 Allowance 1.0 10,000.00$ 10,000.00$

G1001

Excavation and disposal for green infrastructure work including sheathing and shoring (without classification) Cubic Yds 751.0 -$

G1120 Excavation, without classification (for pipe) Cubic Yds 82.0 -$

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 -$

G3000 HDPE anti-seep collars Each 2.0 -$

G3002 Geomembrane pipe penetration Each 6.0 -$

G3008 8 inch solid HDPE pipe Linear Ft 156.0 -$

G3009 8 inch perforated HDPE pipe Linear Ft 203.0 -$

G3113 12 inch perforated PP pipe Linear Ft 108.0 -$

G3308 8 inch solid PVC pipe Linear Ft 17.0 -$

G3708 8 inch DI pipe Linear Ft 65.0 -$

G3726 Shallow 8" DI pipe, concrete encased Linear Ft 7.0 -$

G4002 Backfill, 2A Cubic Yds 112.0 -$

G4057 Furnish and place AASHTO #57 stone wrapped in geotextile Cubic Yds 444.0 -$

G4059 Impermeable geomembrane Liner Sq Yds 255.0 -$

G4100 Furnish and place sand filter layer Cubic Yds 63.0 -$

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

G7215 15 inch inlet connections Linear Ft 9.0 -$

G8056 Water level control structure Each 2.0 -$

G8104 4 foot green city inlet Each 3.0 -$

G8106 4 foot green highway grate inlet Each 4.0 -$

G8125 6 foot green dual catch basin highway grate inlet Each 1.0 -$

G8159 Underdrain connection to existing inlet Each 2.0 -$

G8215 Observation well Each 4.0 -$

G9000 Concrete curb Linear Ft 319.0 -$

G9003 4" concrete footway paving Sq Yds 328.0 -$

G9310 Planting soil Cubic Yds 57.0 -$

G9347 Hedge Trimming at $5,000.00 Allowance 1.0 5,000.00$ 5,000.00$

G9349 Tree Pruning at $5,000.00 Allowance 1.0 5,000.00$ 5,000.00$

G9400 Plain cement concrete base course, 8 inch depth (including subbase) Sq Yds 250.0 -$

G9447 Superpave 64-22 PG, type A, (1-1/2 inch binder course and 1-1/2 inch wearing course) Sq Yds 254.0 -$

G9461 Temporary, hot mix, superpave binder course Ton 7.0 -$

G9500 Maintenance and protection of traffic during work Lump Sum 1.0 -$

G9514 Construction and as-built of 6" thick ADA ramps Each 6.0 -$

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 -$

21,650.00$

2,375,215.00$

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

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