ITB 25 0126 01 Addendum 1.pdf

Purchasing Department 801 Pile St Suite 214

Clovis, NM 88101 Phone: (575) 935-4262

ADDENDUM NO. 1

TEXICO LATERAL

ITB 25-0126-01

Date: March 13, 2025

TO WHOM IT MAY CONCERN:

The Eastern New Mexico Water Utility Authority (ENMWUA) is issuing an addendum for ITB

25-0126-01. Revisions made to document ITB 25-0126-01 are listed below. It shall be the responsibility of the interested bidders to adhere to any changes or revisions to the ITB, as identified in this addendum no. 1. This documentation shall become permanent and made part of the department’s procurement file.

Attached sign in sheet from the Pre-bid conference and site visit.

Responses to Questions Received – see attached to this addendum.

Revision to ITB 25-0126-01 Specifications (Volume 1)

DELETE page BID FORM 00 41 13 SUPPLEMENT 6 – 1 (New Mexico Environment Department

Construction Programs Bureau Supplemental Conditions for Drinking Water State Revolving Fund) and

REPLACE with REVISED page BID FORM 00 41 13 SUPPLEMENT 6 – 1 (New Mexico Finance

Authority Supplemental Conditions for Drinking Water State Revolving Fund) attached to this

Addendum.

DELETE page BID FORM 00 41 13 SUPPLEMENT 6 – 2 (New Mexico Environment Department

Construction Programs Bureau Supplemental Conditions for Drinking Water State Revolving Fund) and this page will be considered NOT USED.

DELETE page BID FORM 00 41 13 SUPPLEMENT 6 – 6 through 6-8 (Disadvantaged Business

Enterprise Good Faith Efforts Checklist Form #C7) and these pages will be considered NOT USED.

DELETE page BID FORM 00 41 13 SUPPLEMENT 6 – 9 (American Iron and Steel Certification) and

REPLACE with REVISED page BID FORM 00 41 13 SUPPLEMENT 6 – 9 (American Iron and Steel

Acknowledgement - Form #C4) attached to this Addendum.

DELETE page BID FORM 00 41 13 SUPPLEMENT 6 – 18 (Telecommunication and Video Surveillance

Prohibition Certification) and this page will be considered NOT USED.

Purchasing Department 801 Pile St Suite 214

Clovis, NM 88101 Phone: (575) 935-4262

DELETE page UNIT PRICE MEASUREMENT AND PAYMENT 01 22 13 SUPPLEMENT 1 – 1

(American Iron and Steel Certification – Pay Application) and this page will be considered NOT USED.

ADD pages UNIT PRICE MEASUREMENT AND PAYMENT 01 22 13 SUPPLEMENT 1 – 5 and 6

(American Iron and Steel Compliance Certification - Form #C11) attached to this Addendum.

ADD pages PROJECT COORDINATION 01 31 13 SUPPLEMENT 1 – 8 through 11 (American Iron and

Steel Requirements – Contract Provision #C6) attached to this Addendum.

ADD page CLOSEOUT PROCEDURES 01 77 00 SUPPLEMENT 1 – 2 (American Iron and Steel Final

Certification - Form #C5) attached to this Addendum.

Revision to ITB 25-0126-01 Specifications (Volume 2)

Section 13 24 20, Precast Concrete Building, DELETE in its entirety and REPLACE with the attached.

Section 40 27 02.02, Plunger Valves, DELETE in its entirety and REPLACE with the attached.

Revision to ITB 25-0126-01 Drawings (Volume 3)

The following drawings have been revised and are attached to this addendum:

Drawing T-SP-01

Drawing T-SP-02

If there are any questions or inquiries in relation to this Addendum, Bidder(s) may contact

Jacquelynn Bowens 575-935-4262 or by email at Jbowens@enmwua.com.

10-Mar-25

Eastern New Mexico Rural Water Utility Authority Owner's Contract No.: ITB 25-0126-01

Jacobs Engineering Owner’s Representative Project No.: D3299317

Eastern New Mexico Rural Water System; Texico Lateral

Question #

Date Question

Submitted Question Response

1 2/7/2025

REF: SECTION 40 27 02.02

PLUNGER VALVES

4" PLUNGER VALVE V960. TEX-FCV-PLV-1,

TEX-FCV-HS-1, TEX-FCV-ZT-1

VAG respectfully requests to be named as a Plunger Valve Manufacturer for this project (ref:

Section 40 27 02.02 pars 2.06).

Please see the following and attached supporting information.

1.VAG was founded in 1872 and has a 150 year history of providing engineered valve solutions for water, dams, and hydropower applications. VAG RIKO Plunger valves are well known for functionality, quality, durability and long lifetime, even under the toughest operating conditions. VAG fully complies with Section 40 27 02.02 para 1.06 Experience and

Service Response. An installation list showing VAG’s Plunger Valve experience in North America is attached.

2.VAG’s Plunger Valve design is well known to Jacobs (recent projects at Bull Run Portland, Lake

Ralph Hall Texas, CUWCD Utah; Jacobs contacts Shad Roundy, John Chadwick, Adam Nielson).

3.The VAG RIKO is produced at our factory in Mannheim, Germany and supported by our US sales in service organization based in Mars, PA, and our local representative MISCO Water.

4.The VAG RIKO fully complies with Specification Section 40 27 02.02 Plunger Valves.

Additionally VAG complies with the configuration shown in Drawing T-SM-02 (Additional pipe lengths or piping alterations are not required).

5.Hydraulic performance for the 4” RIKO Plunger Valves are attached. Note the RIKO Plunger

Valve fully complies with the hydraulic requirements as listed in Specification Section 40 27 02.02

Plunger Valves para 2.02.

6.For additional product information: RIKO Plunger Valves

Refer to the Contract Documents 00 72 00 General Conditions

Paragraph 7.04.

2 2/28/2025

ITEM 14 CLOVIS AIRPORT STA 45+08.75 TO 115+40

STA 115+40 TO STA 247+40 TO 272+11.69

WHERE IS WATER TO BE DUMPED OR PUMPED TOO?

IS THIS A EPA ISSUE? OR RESIDENTS ISSUE? PERMITTS RESPONDSABILLITY COST? Please refer to the Specification Section 31 23 19.01 - Dewatering.

3 2/28/2025

THICHNESS, WIRE OR REBAR, ROOF DESIGN, INSULATION, TYPE OF WALLS, DOOR TYPE

MATERIAL?

Please refer to the Drawings and Specification Section 13 34 20 -

Precast Concrete Building.

4 2/28/2025

ITEM 25 WHAT IS COST TO FOR WATER FOR THESE TEST ALSO WHERE WILL WATER BE

DUMPED OR REMOVED TO INCLUDING WATER THAT HAS CHLORINE ? This is the Contractors responsibility to determine.

Response to Questions

Date of Issuance:

Owner:

Owner's Representative:

Project:

NEW MEXICO FINANCE AUTHORITY

Supplemental Conditions for Drinking Water State Revolving Fund

Project: Eastern NMWUA DW-5860 Eastern’s Regionalization project.

Contract Language and Certifications for Insert into Bid Specifications Contract language is to be inserted verbatim into all construction contracts funded by the New Mexico Drinking Water State Revolving Fund.

ALL GOVERNMENTAL PROJECTS

Federal Requirement Contract Provision

C1 Anti-Discrimination Laws (Super Cross-Cutters)

C10 US EPA Office of the Inspector General Posting

NON-EQUIVALENCY PROJECTS

Contract Provision

C3 Executive Order 11246 Contract Provisions

C5 Prohibition on Telecomm Contract Provisions

C6 American Iron and Steel (AIS)

C7 Davis Bacon Contract Provisions

C8 Environmental Review Requirements

C12 BIL Signage

Forms Submit Completed Form to NMED

Form C1 Certification of Non-Segregated Facilities (To be submitted by each bidder) ϒ

Form C2 Certification Regarding Debarment and Suspension (To be submitted by each bidder) ϒ

Form C4 AIS Acknowledgement

Form C5 AIS Final Certification

Form C11 AIS Certification Pay App

Form C3 Davis Bacon Act Acknowledgement (to be submitted by each bidder)

Form C10 Davis-Bacon Compliance Certification (to be submitted with each construction pay application)

Form C13 Davis-Bacon Act Final Certification (to be submitted with project closeout documents)

Contract language is to be inserted verbatim into all construction contracts funded by the New Mexico Drinking Water State Revolving Fund.

ALL GOVERNMENTAL PROJECTS

Federal Requirement

Contract Provision

C1 Anti-Discrimination Laws (Super Cross-Cutters)

C10 US EPA Office of the Inspector General Posting

NON-EQUIVALENCY PROJECTS

Federal Requirement

Contract Provision

C3 Executive Order 11246 Contract Provisions

C5 Prohibition on Telecomm Contract Provisions

C6 American Iron and Steel (AIS)

C7 Davis Bacon Contract Provisions

C8 Environmental Review Requirements

C12 BIL Signage

Forms Submit Completed Form to NMED

Form C1 Certification of Non-Segregated Facilities (To be submitted by each bidder) ϒ

Form C2 Certification Regarding Debarment and Suspension (To be submitted by each bidder) ϒ

Form C4 AIS Acknowledgement

Form C5 AIS Final Certification

Form C11 AIS Certification Pay App

Form C3 Davis Bacon Act Acknowledgement (to be submitted by each bidder)

Form C10

Supplemental Conditions for Drinking Water State Revolving Fund

Project: Eastern NMWUA DW-5860 Eastern’s Regionalization project.

Contract language is to be inserted verbatim into all construction contracts funded by the New Mexico Drinking Water State Revolving Fund.

ALL GOVERNMENTAL PROJECTS

Contract Provision

C1 Anti-Discrimination Laws (Super Cross-Cutters)

C10 US EPA Office of the Inspector General Posting

NON-EQUIVALENCY PROJECTS

Contract Provision

C3 Executive Order 11246 Contract Provisions

C5 Prohibition on Telecomm Contract Provisions

C6 American Iron and Steel (AIS)

C7 Davis Bacon Contract Provisions

C8 Environmental Review Requirements

C12 BIL Signage

Forms Submit Completed Form to NMED

Form C1 Certification of Non-Segregated Facilities (To be submitted by each bidder) ϒ

Form C2 Certification Regarding Debarment and Suspension (To be submitted by each bidder) ϒ

Form C4 AIS Acknowledgement

Form C5 AIS Final Certification

Form C11 AIS Certification Pay App

Form C3 Davis Bacon Act Acknowledgement (to be submitted by each bidder)

Form C10

Contract language is to be inserted verbatim into all construction contracts funded by the New Mexico Drinking Water State Revolving Fund.

ALL GOVERNMENTAL PROJECTS

Federal Requirement

Contract Provision

C1 Anti-Discrimination Laws (Super Cross-Cutters)

C10 US EPA Office of the Inspector General Posting

NON-EQUIVALENCY PROJECTS

Federal Requirement

Contract Provision

C3 Executive Order 11246 Contract Provisions

C5 Prohibition on Telecomm Contract Provisions

C6 American Iron and Steel (AIS)

C7 Davis Bacon Contract Provisions

C8 Environmental Review Requirements

C12 BIL Signage

Forms Submit Completed Form to NMED

Form C1 Certification of Non-Segregated Facilities (To be submitted by each bidder) ϒ

Form C2 Certification Regarding Debarment and Suspension (To be submitted by each bidder) ϒ

Form C4 AIS Acknowledgement

Form C5 AIS Final Certification

Form C11 AIS Certification Pay App

Form C3 Davis Bacon Act Acknowledgement (to be submitted by each bidder)

Form C10

01 31 13 Sup 01

01 31 13 Sup 01

01 31 13 Sup 01

NOT REQUIRED

Additional Provisions and Forms

C11 Public Awareness (Signage) Contract Provisions 01 31 13 Sup 01

00 41 13 Bid Form Sup 06

00 41 13 Bid Form Sup 06

01 31 13 Sup 01

01 31 13 Sup 01

00 41 13 Bid Form Sup 06

Form WH-347 Davis-Bacon Payroll Report 01 22 13 Sup 01

00 41 13 Bid Form Sup 06

01 22 13 Sup 01

01 77 00 Sup 01

01 57 22 Sup 01

BID FORM 00 41 13 SUPPLEMENT 6 - 1

00 41 13 Bid Form Sup 06

01 22 13 Sup 01

01 77 00 Sup 01

American Iron and Steel (AIS) Acknowledgment

Form #C4

SRF Project Number:

Project Name:

Assistance Recipient:

Upon execution of this certification, the selected Contractor acknowledges to and for the benefit of the (“Owner”) and the State of New Mexico that it understands the goods and services under this Agreement are being funded with monies made available by the New Mexico Clean Water State Revolving Fund and that statutory requirements require that all of the iron and steel products used in the project must be produced in the United States in accordance with “Subpart J – American Iron and Steel Requirements” of these inserts . The Contractor hereby represents and warrants to and for the benefit of the Owner and the State that (a) the Contractor has reviewed and understands the American Iron and Steel Requirement, (b) all of the iron and steel products used in the project will be and/or have been produced in the United States in a manner that complies with the American Iron and Steel Requirement, unless a waiver of the requirement is approved or the product is incidental as described the De Minimis section of Subpart J, (c) the Contractor will provide verified information, product certifications, or assurance of compliance with this paragraph as requested by the Owner, and (d) information necessary to support a waiver of the American Iron and Steel Requirement, as may be requested by the Owner or the State. Notwithstanding any other provision of this Agreement, any failure to comply with this paragraph by the Contractor shall permit the Owner or State to recover damages from the Contractor for any loss, expense, or cost (including without limitation attorney’s fees) incurred by the Owner or State resulting from any such failure (including without limitation any impairment or loss of funding, whether in whole or in part, from the State or any damages owed to the State by the Owner).

This statement relates to a proposed contract between and (owner) (contractor) in conjunction with Fund.

to be funded with monies made available by the New Mexico Drinking Water State Revolving (project name)

Signature Date

Name and Title of Authorized Representative (Please type or print)

BID FORM 00 41 13 SUPPLEMENT 6 - 9

DW-5860

Eastern New Mexico Rural Water System (ENMRWS) - Texico Lateral

Eastern New Mexico Water Utility Authority (ENMWUA)

ENMWUA

ENMRWS - Texico Lateral

ENMWUA

American Iron & Steel Compliance Certification

Form #C11

Assistance Recipients must submit this form to NMED with every payment request for a DWSRF-funded project.

Project Name:

Pay Application #:

American Iron & Steel Compliance Certification

The Contractor acknowledges that it understands the goods and services paid for under this Pay Application are being funded with monies made available by the New Mexico Drinking Water State Revolving Fund and that statutory requirements require that all of the iron and steel products used in the project must be produced in the United States in accordance with “Subpart J – American Iron and Steel Requirements.” The Contractor hereby represents and warrants to and for the benefit of the Owner and the State that (a) the Contractor has reviewed and understands the American Iron and Steel Requirement, (b) all of the iron and steel products used in the project will be and/or have been produced in the United States in a manner that complies with the American Iron and Steel Requirement, unless a waiver of the requirement is approved or the product is incidental as described the De Minimis section of Subpart J, (c) the Contractor will provide verified information, product certifications, or assurance of compliance with this paragraph as requested by the Owner, and (d) information necessary to support a waiver of the American Iron and Steel Requirement, as may be requested by the Owner or the State. Notwithstanding any other provision of this Agreement, any failure to comply with this paragraph by the Contractor shall permit the Owner or State to recover damages from the Contractor for any loss, expense, or cost (including without limitation attorney’s fees) incurred by the Owner or State resulting from any such failure (including without limitation any impairment or loss of funding, whether in whole or in part, from the State or any damages owed to the State by the Owner). If the Contractor has no direct contractual privity with NMED, as a lender or awardee to the Owner for the funding of its project, the Owner and the Contractor agree that NMED is a third-party beneficiary and neither this paragraph (nor any other provision of this Agreement necessary to give this paragraph force or effect) shall be amended or waived without the prior written consent of NMED.

Signature of Contractor’s Authorized Representative Date

Printed Name of Contractor’s Authorized Representative

UNIT PRICE MEASUREMENT AND PAYMENT 01 22 13 SUPPLEMENT 1 - 5

Eastern New Mexico Rural Water System (ENMRWS) - Texico Lateral

Date

I, (Name of Signatory Party) (Title) do hereby state:

(b) WHERE FRINGE BENEFITS ARE PAID IN CASH

− Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in section 4(c) below.

(1) That I pay or supervise the payment of the persons employed by on the (Contractor or Subcontractor)

; that during the payroll period commencing on the (Building or Work) day of , , and ending the day of , , all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said from the full

(Contractor or Subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 C.F.R. Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. § 3145), and described below:

(2) That any payrolls otherwise under this contract required to be submitted for t he above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed.

(3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor.

(4) That:

(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS

− in addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in section 4(c) below.

(c) EXCEPTIONS

EXCEPTION (CRAFT) EXPLANATION

REMARKS:

NAME AND TITLE SIGNATURE

THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 3729 OF

TITLE 31 OF THE UNITED STATES CODE.

UNIT PRICE MEASUREMENT AND PAYMENT 01 22 13 SUPPLEMENT 1 - 6

New Mexico DWSRF Contract Provision #C6: American Iron & Steel (AIS)

The requirements of this section apply to (1) all construction Contracts and Subcontracts for DWSRF projects and CWSRF treatment works projects and (2) all Contracts for the purchase of iron and steel products for a DWSRF project or CWSRF treatment works project.

AMERICAN IRON AND STEEL REQUIREMENTS

Use of iron and steel products that are produced in the United States (US) is required for this construction.

The prime contractor must provide documentation that all iron and steel products which are permanently incorporated as part of the project meet the specification of American Iron and Steel (AIS) per the definitions contained in section “1” below. Production in the US of the iron or steel products requires that all manufacturing processes must take place in the United States, except metallurgical processes involving refinement of steel additives. The prime contractor must certify, section “2” below, that the contractor understands all iron and steel products permanently incorporated as part of the project must satisfy AIS requirements except those waivered by EPA, section “3”, or those included as De Minimis components, section “4”. The prime contractor must submit to the owner AIS certifications for individual components supplied or installed by the prime contractor as well as components supplied or installed by all subcontractors, section “5”. The contractor must include the AIS requirements in any subcontract or purchase agreement made by the prime contractor and require subcontractors or suppliers of AIS products to also require their subcontractors or suppliers to include AIS requirements in any subcontracts or purchase agreements they enter into. The owner may refuse payment on any AIS component for which a satisfactory AIS certification has not been submitted.

1. Definition of American Iron and Steel

Iron or steel products mean the following products made primarily (greater than 50% measured by material cost) of iron or steel that are permanently incorporated into the project and are listed below, paragraphs a-d.

Products not listed below do not have to satisfy the AIS requirement. In addition, iron and steel products used on the construction site temporarily (for example, trench boxes, scaffolding, or equipment used on site which will be removed before completion of the project) are not subject to the AIS requirements.

a. Lined or unlined pipes or fittings, manhole covers, hydrants, tanks, flanges, pipe clamps and restraints, valves, and reinforced precast concrete. Rebar and wire in reinforced precast products must be produced in the US and the casting of the concrete product must take place in the US. Cement and other raw materials used in production of reinforced precast concrete products do not have to be of domestic origin.

b. Municipal castings are cast iron or steel infrastructure products that are melted and cast.

They typically provide access, protection, or housing for components incorporated into utility owned drinking water, storm water, wastewater, and surface infrastructure. They are typically made of grey or ductile iron, or steel. Examples of municipal castings are: access hatches, ballast screen, benches (iron or steel), bollards (excluding any fill material), cast bases, cast iron hinged hatches (square and rectangular), cast iron riser rings, catch basin inlets, cleanout/monument boxes, construction covers and frames, curb and corner guards, curb openings, detectable warning plates, downspout shoes (boot and inlet), drainage grates, frames and curb inlets, inlets, junction boxes, lampposts, manhole covers (rings and frames), risers, meter boxes, service boxes, steel hinged hatches (square and rectangular), steel riser rings, trash

PROJECT COORDINATION 01 31 13 SUPPLEMENT 1 - 8

receptacles, tree grates, tree guards, trench grates, and valve boxes (covers and risers).

c. Structural steel is rolled flanged shapes, having at least one dimension of their cross-section three inches or greater, which are used in the construction of bridges, buildings, ships, railroad rolling stock, and for numerous other constructional purposes. Such shapes are designated as wide-flange shapes, standard I-beams, channels, angles, tees and zees. Other shapes include H-piles, sheet piling, tie plates, cross ties, and those for other special purposes.

PROJECT COORDINATION 01 31 13 SUPPLEMENT 1 - 9

d. Construction materials are those articles, materials, or supplies made primarily (greater than 50% materials cost) of iron and steel, that are permanently incorporated into the project, not including mechanical and/or electrical components, equipment and systems (discussed below). Some of these products may overlap with what is also considered “structural steel”. This includes, but is not limited to, the following products: wire rod, bar, angles, concrete reinforcing bar, wire, wire cloth, wire rope and cables, tubing, framing, joists, trusses, fasteners (i.e., nuts and bolts), welding rods, decking, grating, railings, stairs, access ramps, fire escapes, ladders, wall panels, dome structures, roofing, ductwork, surface drains, cable hanging systems, manhole steps, fencing and fence tubing, guardrails, doors, and stationary screens.

Mechanical and electrical components, equipment and systems are not considered construction materials and do not have to meet the AIS requirements. Mechanical equipment is typically that which has motorized parts and/or is powered by a motor. Electrical equipment is typically any machine powered by electricity and includes components that are part of the electrical distribution system. The following examples (including appurtenances necessary for their intended use and operation) are NOT considered construction materials and do not have to meet the AIS requirements: pumps, motors, gear reducers, drives (including variable frequency drives (VFDs)), electric/pneumatic/manual accessories used to operate valves (such as electric valve actuators), mixers, gates, motorized screens (such as traveling screens), blowers/aeration equipment, compressors, meters, sensors, controls and switches, supervisory control and data acquisition (SCADA), membrane bioreactor systems, membrane filtration systems, filters, clarifiers and clarifier mechanisms, rakes, grinders, disinfection systems, presses (including belt presses), conveyors, cranes, HVAC (excluding ductwork), water heaters, heat exchangers, generators, cabinetry and housings (such as electrical boxes/enclosures), lighting fixtures, electrical conduit, emergency life systems, metal office furniture, shelving, laboratory equipment, analytical instrumentation, and dewatering equipment.

2. Certification(s)

Within no more than 21 days of determination of the apparent low bidder, the selected contractor must submit to the owner the certification included as Form #C4. At the conclusion of the project the contractor must certify with their final payment request that all iron and steel products permanently incorporated into the project satisfy the AIS requirements and no changes or substitutions to the products for which individual certifications were submitted to the owner have been made (Form #C5).

3. EPA Waiver

EPA has sole authority to approve waivers to the AIS provisions. The owner may seek a waiver at any point before, during, or after the bid process if one or a combination of the three conditions below are met. The prime contractor may suggest to the owner waivers not listed in the bid document. The owner has sole discretion to decide whether or not to request a suggested waiver. The waiver request(s) must satisfy one of the following conditions and be approved by EPA:

a. Iron and steel products are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality;

b. Inclusion of iron and steel products produced in the United States will increase the cost of the overall project by more than 25 percent; or

c. Applying the requirements of Section 436 would be inconsistent with the public interest.

PROJECT COORDINATION 01 31 13 SUPPLEMENT 1 - 10

The waiver request must include proper and sufficient documentation to support the request.

Form C#6 is a sample Waiver Request Form. A “Review Checklist for Waiver Review” is provided to assist the owner in preparation of a waiver request. The information outlined therein must be included with the waiver request letter. Upon approval of the waiver request, EPA will notify the owner directly.

4. De Minimis Materials

The EPA has granted a nationwide waiver of the AIS requirements for de minimis incidental components of eligible infrastructure projects. For many of these incidental components, the country of manufacture and the availability of alternatives is not always readily or reasonably identifiable prior to procurement in the normal course of business; for other incidental components, the country of manufacture may be known but the miscellaneous character in conjunction with the low cost, individually and (in total) as typically procured in bulk, mark them as properly incidental. Examples of incidental components could include small washers, screws, fasteners (i.e., nuts and bolts), miscellaneous wire, corner bead, ancillary tube, etc. Examples of items that are clearly not incidental include significant process fittings (i.e., tees, elbows, flanges, and brackets), distribution system fittings and valves, force main valves, pipes for sewer collection and/or water distribution, treatment and storage tanks, large structural support structures, etc.

Funds used for such de minimis incidental components cumulatively may comprise no more than a total of 5 percent of the total cost of the total materials incorporated into the project; the cost of an individual item may not exceed 1 percent of the total cost of the total materials incorporated into the project. Contractors who wish to use this waiver should determine the costs of all items installed or supplied for the project. The contractor must retain relevant documentation (i.e., invoices) for each of these items in their project files, and must summarize in reports to the owner: the total cost of all materials, the total cost of “incidental” materials, and the calculations by which they determined the percentage of incidental products installed or supplied for the project.

5. Individual Products Certification Documentation

The prime contractor must provide individual certification(s) to the owner for each iron and steel product purchased for incorporation into the project certifying that the product purchased satisfies the AIS requirements. The prime contractor is responsible for gathering all certifications for all products supplied or installed by suppliers and subcontractors, and for submitting these to the owner. As noted above, the contractor must also provide a final certification statement with their final payment request attesting that all American Iron and Steel requirements of this subpart have been met and there have been no changes or substitutions to the products individually certified.

PROJECT COORDINATION 01 31 13 SUPPLEMENT 1 - 11

American Iron and Steel (AIS)

Final Certification

Form #C5

Upon execution of this certification the Contractor hereby certifies that all of the iron and steel products used in this project were produced in the United States except those for which an appropriate waiver(s) has been approved by the U.S. Environmental Protection Agency, and that no changes or substitutions to the individual certifications provided by the contractor have been made.

This statement relates to a contract between and (owner) (contractor) in conjunction with funded with monies made available by the New Mexico

(project name)

Drinking Water State Revolving Loan Fund.

Signature Date

Name and Title of Signer (Please type or print)

CLOSEOUT PROCEDURES 01 77 00 SUPPLEMENT 1 - 2

ENMWUA

ENMRWS - Texico Lateral

PW\WBG\199704\D3299317TP PRECAST CONCRETE BUILDING

MARCH 10, 2025 13 34 20 - 1

©COPYRIGHT 2025 JACOBS ADDENDUM NO. 1

SECTION 13 34 20

PRECAST CONCRETE BUILDING

PART 1 GENERAL

1.01 SUMMARY

A. Contractor to furnish precast, post-tensioned concrete transportable building.

Building to be delivered and placed on prepared concrete foundation in accordance with manufacturer’s recommendations. Building to be EASI-SET brand as manufactured by Lonestar Prestress Mfg., Inc., Houston, Texas.

Building to be provided by manufacturer with all necessary openings as specified in conformance with manufacturer’s structural requirements.

1.02 CODES, STANDARDS, AND REFERENCES

A. American Concrete Institute (ACI): 318-19, Building Code Requirements for Structural Concrete.

B. American Society of Civil Engineers (ASCE): 7-22, Minimum Design Loads and Associated Criteria for Buildings and Other Structures.

C. American Society for Testing and Materials (ASTM):

1. A36, Standard Specification for Carbon Structural Steel.

2. A123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

3. A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and

Steel Hardware.

4. A185, Standard Specification for Steel Welded Wire Fabric, Plain, for

Concrete Reinforcement.

5. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength.

6. A416, Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete.

7. A615, Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.

8. A706, Standard Specification for Low-Alloy Steel Deformed and Plain

Bars for Concrete Reinforcement.

9. C33, Standard Specification for Concrete Aggregates.

10. C150, Standard Specification for Type I and Type II – Low Alkali

Portland Cement.

PRECAST CONCRETE BUILDING PW\JA\ENMRW\D3299318\4\42\EP

13 34 20 - 2 MARCH 10, 2025

ADDENDUM NO. 1 ©COPYRIGHT 2025 JACOBS

D. 2021 International Building Code (IBC).

E. National Fire Protection Association (NFPA): 70, National Electrical Code, 2017 edition.

F. PCI Design Handbook, Precast/Prestressed Concrete Institute.

G. UL: 752, Standard for Safety for Bullet Resisting Equipment, UL “Manual of Standard Practice,” Concrete Reinforcing Institute.

1.03 QUALITY ASSURANCE

A. Building fabricator must have a minimum of 5 years’ experience manufacturing precast concrete buildings.

B. No alternate building designs to the pre-engineered EASI-SET building will be allowed unless preapproved by the Engineer.

1.04 DESIGN REQUIREMENTS

A. Dimensions:

1. Exterior: 10 feet wide by 12 feet long by 8 feet 8 inches high.

2. Interior: 9 feet 0 inches wide by 11 feet 0 inches long by 8 feet high.

3. Interior dimensions are minimum dimensions. Exterior dimensions are schematic and may be increased as required. Coordinate foundation slab with building dimensions.

B. Design Loads:

1. Refer to the Drawing General Structural Notes.

2. Additional 10 psf collateral dead load on roof.

C. Concrete Roof by Manufacturer: Roof panel shall slope from a center ridge.

The roof shall extend a minimum of 3 inches beyond the wall panel on each side and have a turndown design which extends 1/2 inch below the top edge of the wall panels to prevent water migration into the building along top of wall panels. Roof shall also have an architectural smooth edge, to receive a gutter system. Roof shall be water and weathertight with manufacturer’s heat reflective coating.

D. Concrete Floor by Manufacturer: There shall be a 1-1/2-inch deep recess, the width of the wall panels, cast into the floor. The 1-1/2-inch recess makes the interior floor surface 1-1/2-inch higher than the joint between the wall panel

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and floor slab preventing intrusion of water. Coordinate recess for walls with manufacturer’s requirements.

1. Provide floor penetrations to accommodate the following underground connections by others:

a. Electrical: Location and quantities as shown on the Electrical

Drawings.

b. Plumbing:

1) One 1-inch sample line.

2) One 1-inch drain line.

E. Wall panels must each be produced as single component monolithic panels.

No vertical wall joints will be allowed, except at corners. Wall panels shall set on top of floor slab.

1.05 SUBMITTALS

A. Action Submittals:

1. Shop Drawings of the Building:

a. Plan View:

1) Drawn to scale at not smaller than 1/2 inch equals 1 foot 0 inches when plotted on 11-inch by 17-inch paper.

2) Show installation of all accessories.

b. Exterior elevations and building sections, with critical dimensions.

c. General notes.

d. HVAC load calculations and HVAC equipment data, including complete specifications, descriptive drawings, catalog cuts, and descriptive literature which shall include make, model, dimensions, weight of equipment, and electrical and control schematics.

e. Electrical equipment as shown on the Electrical Drawings.

f. Structural design drawings stamped by a licensed professional engineer currently registered in the State of New Mexico.

2. Building engineering calculations that are designed and sealed by a licensed professional engineer, currently registered in the State of New Mexico.

3. Product Data: Manufacturer’s product literature identifying products proposed for use.

B. Informational Submittals:

1. Manufacturers Certificate of American Iron and Steel (AIS) compliance in accordance with Section 01 33 00, Submittal Procedures.

2. Manufacturers Certificate of Build America, Buy America Act (BABA) compliance in accordance with Section 01 33 00, Submittal Procedures.

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PART 2 PRODUCTS

2.01 MATERIALS

A. Concrete: In accordance with Section 03 30 10, Structural Reinforced Concrete.

B. Reinforcing Steel: In accordance with Section 03 30 10, Structural Reinforced Concrete.

C. Post-tensioning Strand: 41K Polystrand CP5O, 0.50, 270 ksi, seven-wire strand, greased plastic sheath, (ASTM A416), roof to be post-tensioned by a single, continuous tendon. Tendons shall form a substantially rectangular configuration having gently curving corners and a corner where the tendon members are anchored. Tendons shall be greased and enclosed within a sheath.

1. If post-tensioning is not used in the roof panel, the following guidelines must be followed to ensure a watertight roof design.

a. The entire precast concrete roof panel surface must be cleaned and primed with a material that prepares the concrete surface for proper adherence to the coating material.

b. The entire precast concrete roof panel surface shall be sealed with a 0.045 EPDM continuous membrane cemented to the concrete with a compound designed for this purpose.

D. Sealant: All joints between panels shall be sealed on the exterior and interior surface of the joints. Exterior sealant joint to be 3/8-inch by 3/8-inch square so that sides of joint are parallel for correct caulk adhesion. Back of joint to be taped with bond breaking tape to ensure adhesion of caulk to parallel sides of joint and not the back.

E. Panel Connections: All panels shall be securely fastened together with 3/8-inch thick steel brackets. Steel is to be of structural quality, hot-rolled carbon complying with ASTM A36 and hot dipped galvanized after fabrication. All fasteners to be 1/2-inch diameter bolts complying with ASTM A307 for low-carbon steel bolts. All inserts for corner connections must be secured directly to form before casting panels. Floating of connection inserts will not be allowed.

F. Interior wythe of insulated concrete walls shall be 3.5-inch minimum thickness to allow anchoring of equipment and utilities onto walls.

G. Interior walls shall be solid concrete.

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2.02 ACCESSORIES

A. Door and Frame: Comply with Steel Door Institute “Recommended Specifications for Standard Steel Doors and Frames” (SDI-l00), and as herein specified. The building shall be equipped with double 3 feet by 7 feet by 1-3/4-inch, 18-gauge steel doors, with insulated core and galvanized. Doors shall be located and open as noted on the Drawings. Frames shall be 16-gauge galvanized steel. Doors and frames shall be painted with one coat of rust inhibitor primer and one finish coat of epoxy paint, medium gray, if no other color is specified.

B. Door Hardware:

1. Handle: Lindstrum pull-handle stainless steel, 8-1/2 inches by 2 inches, or passage knob, “or-equal.”

2. Lockset: Cal-Royal lever lock or Easi-Set, “or-equal.”

3. Deadbolt: Yale or Easi-Set stainless steel keyed outside only, “or-equal.”

4. Hinges: Hagar stainless steel five knuckle ball bearing with non-removable pins, “or-equal.”

5. Threshold: Hagar or National Guard Products extruded aluminum with neoprene seal, “or-equal.”

6. Overhead Door Holder: Yale surface-mounted overhead slide type with safety release, “or-equal.”

7. Drip Cap: Hager or National Guard Products aluminum with stainless steel screws, “or-equal.”

8. Door Closer: Norton 7500 or Yale 4410 with hold open, “or-equal.”

9. Surface Bolts (Upper and Lower): Magnokrom Inc. 400-401 cadmium plated finish, “or-equal,” as required for double doors.

10. Astragal: Galvanized steel, same finish and brand as door, as required for double doors.

11. Door Stop: Ives 445B26D brushed chrome (inactive leaf only), “or-equal,” as required for double doors.

C. Heating, Ventilation, Air Conditioning: Provide one wall-mounted heat pump.

Refer to Section 23 81 00, Unitary Air Conditioning Equipment, for requirements.

D. Electrical:

1. General Requirements: In accordance with Section 26 05 01, Electrical, and Electrical Drawings.

2. Conductors: In accordance with Section 26 05 01, Electrical.

3. Grounding: In accordance with Section 26 05 01, Electrical.

a. Provide a main grounding bar on the interior building wall beneath the electrical panelboard.

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4. Raceway and Boxes: In accordance with Section 26 05 01, Electrical.

5. Panelboard: Provide one panelboard in accordance with

Section 26 05 01.

6. Wiring Devices: Provide in accordance with Section 26 05 01, Electrical.

7. Lighting: Provide in accordance with Section 26 05 01, Electrical.

2.03 DOWNSPOUTS AND GUTTERS

A. Fabrication:

1. Form downspouts and gutters in maximum lengths as practicable to sizes and shapes.

a. Telescope end joints 1-1/2 inches and lock longitudinal joints of downspouts.

b. Fit downspouts into cast iron boots or drainpipes; neatly seal or cement joints.

B. Metal:

1. Prefinished Galvanized Steel Sheet: ASTM A924/A924M, Grade A or ASTM A653/A653M, G90 zinc coating; 24-gauge (0.02-inch) core steel, shop prefinished with fluoropolymer coating (Kynar polyvinylidene fluoride resin) coating.

2.04 FINISHES

A. Interior of Building: Smooth steel form finish on all interior panel surfaces.

B. Exterior of Building: Smooth steel form or troweled surface on all exterior panel surfaces.

C. Finish and Color: To be selected by Owner, per the manufacturer’s standard selections.

PART 3 EXECUTION

3.01 SITE PREPARATION REQUIREMENTS (MANUFACTURER’S

RECOMMENDATIONS)

A. Building floor slab shall bear fully on firm undisturbed soils with an approved fill or pad. The existing material shall be removed, and a minimum 6-inch layer of approved fill material shall be placed. Where unacceptable material occurs, excavate and replace with an approved compacted fill material. The minimum recommended allowable bearing shall be 1,500 pounds per square foot.

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B. No building shall bear directly on rock. Where rock is closer than 2 feet from the bottom of the building floor slab or foundation slab, it shall be undercut to a minimum of 2 feet below the building and replaced with an approved fill material.

C. Provide positive drainage for the fill, pad, and slab, as required.

D. Approved fill or pad material shall be stone which conforms to ASTM C33.

Allowable sizes are No. 56, No. 67, No. 6, No. 7, and No. 8.

E. All fills, pads, or slabs shall be level to within a 0.042-foot (1/2-inch) differential over the entire building area.

F. The entire granular fill or pad shall be kept within the confines of the soil or other surrounding objects. Do not allow the fill or pad material to be undermined so that it may wash, erode, or otherwise be undermined.

G. The finished floor slab elevation shall be a minimum of 2 inches above the exterior grade. The grade shall have positive slope and drainage away from the building at all points.

H. Stone base or pad shall be a minimum of 2 feet larger in length and width of building.

3.02 ACCESS

A. Contractor must provide level unobstructed area large enough for crane and tractor/trailer to park adjacent to pad. Crane must be able to place outriggers within 5 feet of edge of pad and truck and crane must be able to get side-by-side under their own power. No overhead lines may be within 75-foot radius of center of pad.

END OF SECTION

PW\WBG\199704\D3299317TP PLUNGER VALVES

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SECTION 40 27 02.02

PLUNGER VALVES

PART 1 GENERAL

1.01 DESCRIPTION

A. Furnish and install horizontal in-line plunger valve ANSI 150 class assemblies (V960), complete with electric modulating type actuator for flow control and isolation, factory tested, and operable, as shown on Drawings, and as specified herein.

1.02 REFERENCES

A. The following is a list of standards which may be referenced in this section:

1. American National Standards Institute (ANSI):

a. B1.20.1, Pipe Threads, General Purpose (Inch).

b. B16.1, Cast Iron Pipe Flanges and Flanged Fittings.

c. B16.5, Steel Pipe Flanges and Flanged Fittings.

2. American Iron and Steel Institute (AISI):

a. 304, Austenitic Stainless Steel (maximum percent: 0.08C, 2.0 Mn,

1.0 Si, 18-20 Cr, 8-10.5 Ni).

b. 420, Martensitic Stainless Steel (minimum percent: 0.15C, maximum percent: 1.0 Mn, 1.0 Si, 12-14 Cr, 0.0 Ni,).

3. ASTM International (ASTM):

a. A48, Specification for Gray Iron Castings.

b. A216, Specification for Steel Casting, Alloy, Specially Heat-

Treated, for Pressure Containing Parts, Suitable for High Temperature Service.

c. A536, Specification for Common Requirements for Iron Castings for General Industrial Use.

d. A743, Specification for Castings, Iron-Chromium, Iron- Chromium-Nickel, Corrosion Resistant, for General Application.

4. NSF International (NSF):

a. NSF/ANSI 61, Drinking Water System Components - Health

Effects.

b. NSF/ANSI 372, Drinking Water System Components - Lead

Content.

1.03 SUBMITTALS

A. Manufacturer’s data and descriptive literature written in the English language.

Include catalog data, preliminary performance testing procedures, quality control procedures, calculations, detailed construction sheets showing all valve parts and descriptions of materials of construction with and applicable

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USA material specifications such as AISI, ANSI, ASTM, American Society of Automotive Engineers (SAE), or the Copper Development Association (CDA). Identify each valve by tag number to which the catalog data and detail sheets pertain.

B. Factory developed production drawings that clearly show valve dimensions, laying lengths, port sizes, component parts, and materials of construction.

Provide graphical factory generated computer modeling results for both estimated noise levels in decibels and for cavitation and its control through the complete stroke of the valve and through all flow rates.

C. Valve performance data, including Cv values, manufacturers recommended sigma, layout requirements for performance data, for all valve positions for the trim type provided. Units shall be imperial and equation for calculating sigma shall be provided.

D. Shop assembly drawings that clearly shows dimensions and orientation of valve actuators as installed on the valves. Clearly show location of internal stops for gear actuators. Provide valve actuator safety verification through the complete stroke specifically noting values for both break torque under maximum differential as well as maximum dynamic torque. Use the ratio of actuator output torque over valve input torque for validation. Valve manufacturer’s compliance shall be factory signed and dated.

E. Shop coating and lining specifications, which clearly identify all valve linings and coatings.

F. Coating and lining test reports that report and verify the valve interior lining condition is tested for absence of holidays, and lining thickness. Describe test results and repair procedures for each valve. Do not ship valves to Project Site until the reports have been approved by the Engineer and accepted by the Owner.

G. Valve summary data sheet that provides the station, valve structure, type, manufacturer, size, pressure rating, minimum and maximum flow valve opening percentages, zeta value upstream and downstream, drilling pattern and model number of each valve; and type, manufacturer, and model number of the valve actuator.

H. Factory shop hydrostatic test reports, functional performance test reports, and any other required test reports. Hydrostatic test reports shall be presented which reflect the requirement of the test procedures.

I. Factory export packaging specifications, applicable to overseas shipping via surface carrier.

J. Current quality assurance program certificate of compliance.

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K. Operations and Maintenance Manual for valve(s) as specified in Section 01 78 23 Operation and Maintenance Data. Manuals shall include installation instructions, maintenance procedures and operation parameters.

Detail operating characteristics, limiting conditions, performance curves, engineering data, nameplate data, tests, complete nomenclature and parts numbers, parts list, illustrations, assembly drawings showing each part and part number and diagrams of required maintenance. Provide spare parts ordering instructions. Identify routine maintenance and schedule for such, troubleshooting guides, adjustment and checking procedures, list of relay settings, control, and alarm contact settings. Provide recommended spare parts list and current prices and recommended quantities. List briefly each maintenance operation required, frequency required, and lubricant (or other material) required. Refer to specific information in manufacturer’s standard maintenance manual, where applicable. Provide local representative and corporate representative and their phones, emails, names, and addresses.

L. Operations and maintenance data in accordance with Section 01 78 23, Operation and Maintenance Data.

M. Manufacturer’s Certificate of Compliance and Manufacturer’s Certificate of Proper Installation, in accordance with Section 01 43 33, Manufacturers’ Field Services.

N. Certification for compliance to NSF/ANSI 61 and NSF/ANSI 372.

1.04 EXTRA MATERIALS

A. Furnish, tag, and box for shipment and storage following spare parts and special tools.

Item Quantity

Special tools required to maintain or dismantle

1 complete set

1.05 QUALITY ASSURANCE

A. The manufacturer shall be ISO 9001 and ISO 14001 Certified.

B. Shop Inspection: The manufacturer shall provide a 4-week advance notice to the Engineer prior to performing tests, and shall allow full access to designated Owner’s representatives for inspection of manufacturing facilities and processes, and any specified testing. The manufacturer shall perform all testing at manufacturer’s cost, unless such testing is specifically indicated to be provided by the Owner.

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C. Shop Testing:

1. Plunger valve and electric motor actuator assembly shall be shop tested prior to shipment in accordance with the following minimum standards:

a. Leakage…