GR-181 - Addendum I FULL PDF.pdf

C. E. RAINES COMPANY CERCO JOB NO. GR-181

CONSULTING CIVIL ENGINEERS ADDENDUM I

17700 FORT STREET DATE: February 11, 2025

RIVERVIEW, MICHIGAN 48193 PAGE 1 OF 1

(734) 285-7510

ADDENDUM I February 11, 2025

LEAD WATER SERVICES REPLACEMENT PROGRAM

CITY of GIBRALTAR, MICHIGAN

OWNER: CITY OF GIBRALTAR

29450 MUNRO AVENUE

GIBRALTAR, MICHIGAN, 48173

VIA E-MAIL

To Prospective Bidders:

Information disclosed and/or questions raised since issuing Bidding Documents require that changes in or interpretations of these Bidding Documents be made as noted below. This Addendum I forms a part of the

Contract Documents and modifies the original Bidding Documents dated January 27, 2025. All provisions of the Bidding Documents, which are not so amended, remain in full force and effect.

CHANGES TO PRIOR ADDENDA

No Prior Addenda was issued

CHANGES TO PROJECT MANUAL INDEX

• Added the “APPENDIX III - NEW ISSUE” to include the “Gibraltar Lead Services

Locations and Inventory” to Page ii.

CHANGES TO MEASUREMENT AND PAYMENT

• In the Schedule of Payments, added “All work and connections to the residential meters shall be undertaken by a licensed plumber.” to the Work Required Sections of Items #5, #6, #7, #8, and #9.

NEW ISSUE

• APPENDIX III - Gibraltar Lead Services Locations and Inventory

CLARIFICATION:

None i

PROJECT MANUAL INDEX

BIDDING and CONTRACTING REQUIREMENTS

Section 00100 - ADVERTISEMENT FOR BIDS

00200 - INSTRUCTION TO BIDDERS

00400 - BID FORM

00430 - BID BOND

00457 - CERTIFICATE OF COMPLIANCE

00500 - AGREEMENT

00510 - NOTICE OF AWARD

00550 - NOTICE TO PROCEED

00611 - CONSENT OF SURETY

00613 - PERFORMANCE BOND

00614 - PAYMENT BOND

00615 - CONSTRUCTION CONTRACTS WITH CERTAIN PUBLIC AGENCIES

00620 - APPLICATION FOR PAYMENT CERTIFICATE

00623 - CERTIFICATES OF INSURANCE

00625 - CERTIFICATE OF COMPONENT ACCEPTANCE

00626 - CERTIFICATE OF SUBSTANTIAL COMPLETION

00627 - CERTIFICATE OF FINAL COMPLETION

00700 - GENERAL CONDITIONS

00800 - SUPPLEMENTARY CONDITIONS

SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

Section 01110 - SUMMARY OF WORK

01210 - ALLOWANCES

01270 - MEASUREMENT AND PAYMENT

01310 - PROJECT COORDINATION

01320 - AUDIO / VIDEO ROUTE SURVEY

01330 - SUBMITTALS

01420 - REFERENCES AND STANDARDS

01450 - QUALITY CONTROL SERVICES

01730 - CUTTING AND PATCHING

01760 - CLEANING

01770 - CONTRACT CLOSEOUT

ii

PROJECT MANUAL INDEX

DIVISION 2 – SITE CONSTRUCTION

Section 02050 - SELECTIVE DEMOLITION

02100 - SITE PREPARATION

02110 - CLEARING AND GRUBBING

02160 - EXCAVATION SUPPORT SYSTEMS

02200 - EARTHWORK

02215 - SITE GRADING

02220 - EXCAVATING, BACKFILLING, AND COMPACTING

02231 - ROADWAY CONSTRUCTION, BACKFILL, AND COMPACTION

APPENDIX I – WAYNE COUNTY DPS SPECIAL PROVISIONS

APPENDIX II – PREVAILING WAGE DECISIONS

*APPENDIX III – NEW ISSUE - GIBRALTAR LEAD SERVICES LOCATIONS AND INVENTORY

*Addendum I February 11, 2025

SECTION 01270 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes: This Section specifies administrative and procedural requirements for Measurement and Payment.

Payment for Work under this Contract will be made on a unit price or lump sum basis for Work actually completed. Final measurements of the Work will be taken by ENGINEER to determine the amount of Work completed. The method of applying the unit prices to measured quantities shall be as specified in this Section.

1.02 DEFINITIONS

A. Average End Area: Average end area shall be the cross-sectional area determined perpendicular to the long axis of

Work being measured (the end area). End areas shall be determined within 50 feet of each end of the Work and in no more than 100-foot intervals. Total volume shall be determined by multiplying each end area by the length of Work to which it applies.

B. Actual Area, for Square Yard and Square Foot Measurements: For rectangular or trapezoidal areas, the average width multiplied by the length. Irregularly shaped areas shall be broken into roughly rectangular or triangular shapes for measurement.

C. Field Survey: For large areas to be measured for the above two methods, ENGINEER may elect to have the area determined by field survey using electronic data collection, and the area determined based on a plot of the data.

CONTRACTOR will be provided with a copy of the plot and survey data.

D. Truck Load Tickets: For unit price items paid by the ton, scales used must be currently certified by MDOT for use on

State Project. CONTRACTOR shall provide ENGINEER with copies of certification. Load tickets must show date, time, material, load weight, tare weight, and net weight, and be mechanically or computer printed. Handwritten tickets shall not be accepted.

1.03 OWNER’S INSTRUCTIONS

A. Payment will only be made for items listed on Bid Form. The costs for other Work required for a complete Project will be included in the prices Bid for the other items of Work listed on Bid Form.

B. Payment for each item will be in accordance with Paragraph 11.03 of the General Conditions, and include all applicable labor, material, equipment, and ancillary items to complete the Work specified.

C. All measurements shall be rounded to the nearest whole unit.

D. Restoration Costs: Where payment for surface restoration is included in the unit prices for underground utilities, 20 percent of the unit price for the utility will be withheld until surface restoration has been completed. Restoration in this context includes surface grading, placement of topsoil, seed, fertilizer and mulch, and all clean up necessary for the Work.

When ENGINEER determines that the restoration Work has been completed satisfactorily, the 20 percent will be authorized for the next partial pay estimate.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by ENGINEER and paid for by OWNER.

B. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final

Application for Payment involve additional requirements.

C. The date for each progress payment will be determined at the pre-construction meeting. The period of construction

Work covered by each Application for Payment is one month. Actual start/end dates will be determined at the pre-construction meeting.

D. Use the pay application form included in Section 00620 for Applications for Payment. 1. Complete every entry on the form, including execution by person authorized to sign legal documents on behalf of CONTRACTOR.

2. Incomplete applications will be returned without action.

E. Initial Application for Payment: Administrative actions and submittals that must precede submittal of the first

Application for Payment include the following: 1. List of subcontractors.

2. List of principal suppliers and fabricators.

3. CONTRACTOR's Construction Schedule (preliminary if not final).

4. Schedule of principal products.

5. Submittal Schedule (preliminary if not final).

F. Application for Payment at Substantial Completion: Administrative actions and submittals that shall proceed or coincide with this application include: 1. Warranties (guarantees) and maintenance agreements.

2. Maintenance instructions.

3. Meter readings.

4. Start-up performance reports.

5. Changeover information related to OWNER's occupancy, use, operation, and maintenance.

6. Final cleaning.

7. Application for reduction of retainage, and consent of surety.

8. Advice on shifting insurance coverages.

9. Final progress photographs.

10. List of incomplete Work, recognized as exceptions to ENGINEER's Certificate of Substantial Completion.

G. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following: 1. Completion of Project closeout requirements.

2. Completion of items specified for completion after Substantial Completion.

3. Assurance that unsettled claims will be settled.

4. Assurance that Work not complete and accepted will be completed without undue delay.

5. Transmittal of required Project construction records to OWNER.

6. Proof that taxes, fees, and similar obligations have been paid.

7. Removal of temporary facilities and services.

8. Removal of surplus materials, rubbish, and similar elements.

9. CONTRACTOR's waivers of mechanics liens for Project.

PART 2 - PRODUCTS

WATER SERVICE SADDLES, REPAIR CLAMPS, VALVES, AND FITTINGS

The following list of materials is provided with manufacturer’s catalog numbers as reference of style and type of fittings and other materials, bidders may submit alternate brands for review by the engineer.

Repair Clamps: Romac Industries SS1 series stainless steel tap repair clamp or approved equal.

Service Tapping Taddles: A.Y. Mc Donald 3825 Series Double strap bronze or approved equal.

Corporation Stop: A.Y. Mc Donald 74101Q or approved equal.

Curb Stop: A.Y. Mc Donald 76100Q or approved equal.

Stop Box: A.Y. Mc Donald 5607 LR or approved equal.

Stainless Steel Stop Box Rod: A.Y. McDonald 42” X 5/8” 5665ss or approved equal.

Ball Angle Valves: A.Y. Mc Donald 74602BQ or approved equal.

Meter Pit Assembly: A.Y. Mc Donald 790 Coil Style Pit Assembly 790-254QQQQ 4415 or approved equal.

Meter pit Cover: A.Y. McDonald 90 Series, option “T” and 90-C1 12X2 insulating cushion.

3/4” CTS X 1” CTS Adapter Coupling: A.Y. Mc Donald 74758Q or approved equal.

All Water Service Materials are subject to review and acceptance by the engineer.

PART 3 - EXECUTION

NOT USED

SCHEDULE OF PAY ITEMS

SECTION I

CITY OF GIBRALTAR – CITY WIDE

Item: 1

Description: If Necessary, Remove, Salvage and Reinstall Traffic Signs

Payment: Unit Price

Measurement: Each

Work Required: If necessary, remove existing traffic signs during the water lead replacement, including all excavation, removal, stockpiling of the signs, reinstallation after construction is completed, furnish and install new sign pole, all labor and material, etc.

Item: 2

Description: If Necessary, Remove, Salvage, and Reinstall Mail Box

Payment: Unit Price

Measurement: Each

Work Required: If necessary, remove mail boxes along the construction area, provide businesses and residents with a temporary mail boxes per the US Postal Service requirements. After construction of the pavement and water services is completed, including all removal, stockpiling of the mail boxes, reinstallation, new post if needed, equipment, labor and material, etc. to US Postal Service

Standards.

Item: 3

Description: Miscellaneous Clearing, Grubbing and Tree Removal, Less than 6 Inch

Payment: Unit Price

Measurement: Lump Sum

Work Included: Cut, remove from the ground, and dispose of all trees (under 6 inch), stumps, hedges, brush, shrubs, roots, logs and other vegetation, including removal and disposal of the wood lumbers and/or as directed by the Engineer, including all excavation, stripping and stockpiling of topsoil in designated area, and all material, equipment, and labor, etc.

Item: 4

Description: If Necessary, Tree Removal, 6 Inch to 18 Inch

Payment: Unit Price

Measurement: Each

Work Required: If necessary, Remove existing 6-inch diameter through 18-inch diameter tree, as necessary and as directed by the Engineer, including complete removal (and/or grinding) of stumps, disposal off-site, grading, backfill, all necessary material, equipment, and labor, etc.

Items: 5

Description: Lead Water Tap Replacement, Long Side, from Main to Curb Stop, Up to 60 Linear Feet

Payment: Unit Price

Measurement: Each

Work Required: Re-use existing tap, removing existing corporation stop and placing appropriately sized tap repair clamp over existing hole in pipe, Install new 1-inch diameter k copper water service, long/short, including curb stop, box and rod. All parts and materials shall be manufactured in North America.

Includes all excavation, new corporation valve, new curb stop, new stop box, and new stop box rod, bedding, pipe tapping, furnishing and installation of new type “K” seamless copper water tubing per ASTM B88 and NSF 61, all fittings, sleeves, adaptors, reducers, backfill with 21AA limestone, coordination with City of Gibraltar Water Department for water shut-off, item shall include all material and labor necessary to provide for a complete installation, ready for use by the Owner, etc. *All work and connections to the residential meters shall be undertaken by a licensed plumber. Addition length required beyond 60 linear feet for long tap or service shall be paid as “Item 10” Additional linear feet of long tap or service line.

Items: 6

Description: Lead Water Tap Replacement, Short Side, from Main to Curb Stop

Payment: Unit Price

Measurement: Each

Work Required: Re-use existing tap, removing existing corporation stop and placing appropriately sized tap repair clamp over existing hole in pipe, Install new 1-inch diameter k copper water service, long/short, including curb stop, box and rod. All parts and materials shall be manufactured in

North America. Includes all excavation, new corporation valve, new curb stop, new stop box, and new stop box rod, bedding, pipe tapping, furnishing and installation of new type “K” seamless copper water tubing per ASTM B88 and NSF 61, all fittings, sleeves, adaptors, reducers, backfill with 21AA limestone, coordination with City of Gibraltar Water Department for water shut-off, item shall include all material and labor necessary to provide for a complete installation, ready for use by the Owner, etc. *All work and connections to the residential meters shall be undertaken by a licensed plumber.

Item: 7

Description: Lead Water Service Replacement from Curb Stop to Residential Water Meter Inside the House with Basement, Up to 60 Linear Feet.

Payment: Unit Price

Measurement: Each

Work Required: Remove salvage and reinstall existing meter, remove existing upstream meter valve and replace with a new ball valve, Install new 1-inch diameter k copper water service including all excavation, drilling thru the basement floor slab, all parts and materials shall be manufactured in

North America, all necessary floor sealer to provide resident with leak-free basement, sheeting, bracing, shoring, dewatering, bedding, connection to the meter inside the house with all necessary fittings, furnishing and installation of new type “K” seamless copper water tubing per ASTM B88 and NSF 61, all fittings, sleeves, adaptors, reducers, backfill with 21AA limestone, coordination with City of Gibraltar Water Department for water shut-off, item shall include all material and labor necessary to provide for a complete installation, ready for use by the Owner, etc. *All work and connections to the residential meters shall be undertaken by a licensed plumber.

Addition length required beyond 60 linear feet for long tap or service shall be paid as “Item 10”

Additional linear feet of long tap or service line.

Item: 8

Description: Lead Water Service Replacement from Curb Stop to Residential Water Meter at the Existing

Location; House with Floor Slab or Crawl Space, Up to 60 Linear Feet.

Payment: Unit Price

Measurement: Each

Work Required: Remove salvage and reinstall existing meter, remove existing upstream meter valve and replace with a new ball valve, Install new 1-inch diameter k copper water service including all excavation, drilling into crawl space or area under floor slab, all parts and materials shall be manufactured in North America, all necessary wall or floor sealer to provide resident with leak-free floor slab or wall, sheeting, bracing, shoring, dewatering, bedding, connection to the meter inside the house with all necessary fittings, furnishing and installation of new type “K” seamless copper water tubing per ASTM B88 and NSF 61, all fittings, sleeves, adaptors, reducers, backfill with 21AA limestone, coordination with City of Gibraltar Water Department for water shut-off, item shall include all material and labor necessary to provide for a complete installation, ready for use by the Owner, etc., *All work and connections to the residential meters shall be undertaken by a licensed plumber. Addition length required beyond 60 linear feet for long tap or service shall be paid as “Item 10” Additional linear feet of long tap or service line.

Item: 9

Description: Lead Water Service and Meter Pit Replacement from Curb Stop to Existing House Plumbing

Connection, Up to 60 Linear Feet.

Payment: Unit Price

Measurement: Each

Work Required: Remove salvage and reinstall existing meter, remove existing meter pit and meter setter, install specified meter pit assembly, Install new 1-inch diameter k copper water service including all excavation, drilling into crawl space or area under floor slab, re-connect to existing house plumbing where the existing lead service currently is connected. All parts and materials shall be manufactured in North America, all necessary wall or floor sealer to provide resident with leak-free floor slab or wall, sheeting, bracing, shoring, dewatering, bedding, connection to the meter inside the house with all necessary fittings, furnishing and installation of new type “K” seamless copper water tubing per ASTM B88 and NSF 61, all fittings, sleeves, adaptors, reducers, backfill with 21AA limestone, coordination with City of Gibraltar Water Department for water shut-off, item shall include all material and labor necessary to provide for a complete installation, ready for use by the Owner, etc., *All work and connections to the residential meters shall be undertaken by a licensed plumber. Addition length required beyond 60 linear feet for long tap or service shall be paid as “Item 10” Additional linear feet of long tap or service line.

Item: 10

Description: Install Additional Length of 1 Inch Copper Water Service Line, Applies to Tap or Service.

Payment: Unit Price

Measurement: Linear foot.

Work Included: This unit applies to circumstances requiring additional 1 inch copper service to be installed in addition to the first 60 feet included in Items 5, 7, 8, and 9. This item shall not include a mechanical joint unless the service exceeds 100 feet in length. This item shall include all materials and labor necessary to provide for a complete installation over 60 feet in length, ready for use by the Owner, etc.

Item: 11

Description: Remove and Replace Service Curb Stop and Box, 1 Inch Valve

Payment: Unit Price

Measurement: Each

Work Included: Place new 1 inch service curb stop at the property line. Item includes curb stop valve, fittings, stainless steel rod, arch base, with brass Pentagon lid, and as directed by the Field Engineer, All parts and materials shall be manufactured in North America, excavation, backfill with 21AA limestone, all material, equipment, and labor necessary to provide for a complete installation, ready for use by the Owner, etc.

Item: 12

Description: Remove Existing Walk Pavement and Replace with Nonreinforced Concrete Pavement, 4 Inch, MDOT Grade S1, on New 4 Inch MDOT 21AA Crushed Limestone Base

Payment: Unit Price

Measurement: Square Foot

Work Included: Remove existing concrete pavement materials, including base course materials, regardless of depth, to limits as designated on the plans, including all full-depth sawcutting, curb and gutter removal, excavation, off-site disposal of materials, and all material, equipment, and labor.

Construct 4-inch thick MDOT Grade S1 concrete sidewalk over 4-inch thick compacted MDOT

21AA crushed limestone base per WCDPS Special Provisions, including all excavation, subbase grading and compaction of 21AA Limestone base to 95-percent maximum unit weight, all forming, jointing, finishing, curing, protection from weather and vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner. NO FLY

ASH ALLOWED.

Item: 13

Description: Remove Existing Driveway Pavement and Replace with Nonreinforced Concrete Pavement, 6

Inch, MDOT Grade P1 on New 6 Inch MDOT 21AA Crushed Limestone

Payment: Unit Price

Measurement: Square Yard

Work Required: Remove existing concrete and/or HMA pavement materials, including base course materials, regardless of depth, including all full-depth sawcutting, curb and gutter removal, excavation, off-site disposal of materials, and all material, equipment, and labor, etc. Construct 6-inch thick, MDOT Grade P1 nonreinforced concrete pavement over new 6-inch thick MDOT 21AA crushed limestone aggregate base in accordance with Wayne County Standard and Special Provision, including all excavation, furnishing and placement of aggregate material, compaction to 95 percent of maximum unit weight, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, jointing, finishing, curing, protection from weather and vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner. NO FLY ASH ALLOWED.

Item: 14

Description: Remove Existing Road Pavement and Replace with Nonreinforced Concrete Pavement, 8 Inch, MDOT Grade P1 on New 6 Inch MDOT 21AA Crushed Limestone

Payment: Unit Price

Measurement: Square Yard

Work Required: Remove existing concrete and/or HMA pavement materials, including base course materials, regardless of depth, including all full-depth sawcutting, curb and gutter removal, excavation, off-site disposal of materials, and all material, equipment, and labor, etc. Construct 8-inch thick, MDOT Grade P1 nonreinforced concrete pavement over new 6-inch thick MDOT 21AA crushed limestone aggregate base in accordance with Wayne County Standard and Special Provision, including all excavation, furnishing and placement of aggregate material, compaction to 95 percent of maximum unit weight, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, jointing, finishing, curing, protection from weather and vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner. NO FLY ASH ALLOWED.

Item: 15

Description: Repair Sprinkler System Pipe, as Necessary (Per Lot)

Payment: Unit Price

Measurement: Each

Work Required: As necessary, repair existing underground irrigation systems damaged by, or to accommodate, the proposed construction as directed by City Engineer, including all excavation, repair the electrical conduits to the Owner Satisfaction, furnishing and installation of new irrigation system components, furnishing and installing new electrical conduits and electrical wires per the latest electrical codes and regulations, including but not limited to piping, tubing, heads, fittings, adaptors, couplings, reducers, required adjustments, operational testing, furnishing and placement of backfill, and all material, equipment and labor required for a complete and operational irrigation system.

Item: 16

Description: Miscellaneous Erosion Control, Temporary Inlet Sediment Filter

Payment: Unit Price

Measurement: Each

Work Included: Provide and install sediment control inlet filter within existing and proposed drainage structures, as designated on plans, and/or as directed by the City Engineer, in accordance with the Wayne

County Special Provisions, including maintenance during construction, removal upon approval of construction and establishment of permanent SESC measures, including all labor, materials and equipment, etc. for a complete installation and removal.

Item: 17

Description: Restoration and Clean-up

Payment: N/A NO PAY ITEM

Measurement: This work is to be considered incidental to the project and shall be considered the responsibility of the contractor and factored into the unit prices for pay items.

Work Included: Perform restoration and clean-up of all disturbed project areas, including grading to provide positive drainage, placement of minimum three (3) inches of topsoil, seeding and installation of mulch, fertilizing, watering, and all necessary material, equipment, and labor, etc. The contractor is to ensure all vegetation is re-established to the owner’s satisfaction before final payment is processed.

Item: 18

Description: Traffic Maintenance and Control

Payment: Unit Price

Measurement: Lump Sum

Work Required: Provide, install and maintain all traffic control measures as directed by the City Field Engineer, including all required signs, barricades, vertical panels, drums, warning lights, arrow boards, changeable message signs, cones, tabular markers, pavement tape, paint, pavement markers and other traffic control devices, in accordance with the current MMUTCD standard specifications and details. Plastic drums/barrels provided for traffic control, monitored for operability at all times. Hand-lettered signage shall NOT be allowed. One way traffic must be maintained during the removal and replacement of the pavement. The road shall be constructed half width while maintaining one side of the road for residential vehicle traffic.

Item: 19

Description: Exploratory Excavation

Payment: Unit Price

Measurement: Each

Work Required: Excavate and expose existing water service line at corporation stop, curb stop or near house foundation to determine pipe material as directed by the engineer including all excavation, shoring, backfilling, and restoration.

END OF SECTION

APPENDIX III – *NEW ISSUE

Gibraltar Lead Services Locations and

Inventory

City of Gibraltar

Lead Services Inventory

*New Issue

Road to Curb Curb to House Misc. Water Main

1 13412 Stork Short Copper 6" Cast Iron

2 13220 Leslie Short Short 6" Cast Iron

3 13354 Addison Short Short 6" Cast Iron

4 13339 Addison Long Short 6" Cast Iron

5 13331 Addison Long Short 6" Cast Iron

6 13405 Delavern Long Short 6" Cast Iron

7 13321 Delavern Long Short 6" Cast Iron

8 13421 Gerald Long Short 6" Cast Iron

9 13239 Wright Long Short 6" Cast Iron

10 13432 Rose Short Short 6" Cast Iron

11 13225 Rose Copper Short 6" Cast Iron

12 29832 Munro Long Short 6" Cast Iron

13 29885 Munro Short Short 6" Cast Iron

14 29288 Lowell Short Short 6" Cast Iron

15 29086 Lowell Short Short 6" Cast Iron

16 13248 Coral Copper Short 6" Cast Iron

17 13240 Coral Copper Short 6" Cast Iron

18 29277 Adams Short Short Basement 12" Cast Iron

19 Humbug1 Adams Copper Short Gravel parking Lot 6" Cast Iron

20 30305 Island Dr. Short Short 6" Cast Iron

21 30921 Island Dr. Short Short 6" Cast Iron

22 13433 Stoeflet Short Short 6" Cast Iron

23 13461 Stoeflet Long Short 6" Cast Iron

24 13611 Stoeflet Long Short 6" Cast Iron

25 13629 Stoeflet Long Copper 6" Cast Iron

26 18641 Stoeflet Long Short 6" Cast Iron

27 18653 Stoeflet Long Short 6" Cast Iron

28 30351 Worth Copper Short 8" Cast Iron

29 30456 Young Short Short 8" Cast Iron

30 30777 Young Short Long +/-90ft 6" Cast Iron

31 29112 Denison Long Copper 6" Cast Iron

28-6" Cast Iron

2-8" Cast Iron

1-12" Cast Iron

*Addendum I

All Materials Shall be Field Verified

February 11, 2025