Contract - W911SG25CA022.pdf

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REPAIR SEWER LINE on Building 25900, White Sand Missile Range
Solicitation number
W911SG25CA022
Issued by

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This is a Solicitation, Offer, and Award document (Standard Form 1442) for a construction contract to repair the sewer line to Building 25900 at White Sands Missile Range in Otero County, New Mexico. The project is set aside exclusively for a HUBZone small business, with an estimated construction magnitude between $250,000 and $500,000. The contract will be a firm fixed-price (FFP) type, with a base bid (CLIN 0001) for sewer system replacement at $293,628.60, and two option items: CLIN 0002 for asbestos abatement at $17,702.16 and CLIN 0003 for lead and mold abatement at $17,720.09.

The contract requires the contractor to begin work within 10 calendar days of the Notice to Proceed and complete the entire project within 90 calendar days. The contractor must furnish performance and payment bonds, with a 10-calendar day bonding period. The project involves replacing interior and exterior sanitary sewer piping, including new plumbing fixtures, a new septic tank, and drainfield. The contractor will also be responsible for sampling and abating any asbestos, lead-based paint, or mold discovered during the project. The place of performance is Building 25900 at White Sands Missile Range, located approximately 28 miles east of the main cantonment area.

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(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

AWARD (To be completed by Government)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Section 00 00 00 - Procurement and Contracting Requirements

Repair Sewer Line to Building 25900, White Sands, NM, 88002

Header only - Purchase Requisition Number: W91VB10012285349 Date: 29 Aug 2025

Repair Sewer Line to Building 25900, White Sands, NM, 88002

W911SG25CA022

Section 00 01 15 - List of Drawing Sheets

Drawing sheets document: ARL063203P-B25900 REPAIR SEWER LINE PLANS-FINAL

Directorate of Public Works Engineering Services Division White Sands Missile Range, New Mexico

STATEMENT OF WORK

B25900 REPAIR SEWER LINE Rev. 1

ARL063203P 21 MAY 2025

Table of Contents

PART 1 - DESCRIPTION OF WORK

1.1. Objectives

1.2. Period of Performance

1.3. Place of Performance

1.4. Occupancy

1.5. Specific Work Requirements.

1.5.1. Civil

1.5.2. Demolition

1.5.3. Cast in Place Concrete

1.5.4. Architectural

1.5.5. Structural

1.5.6. Fire Protection

1.5.7. Electrical

1.5.8. Telecommunications

1.5.9. Mechanical/Plumbing/HVAC

PART 2 - GENERAL REQUIREMENTS

2.1. Basic Guidelines

2.1.3. Construction Documents

2.1.4. Construction Project Information Signage

2.1.5. Licenses and Permits

2.1.6. Installation Property

2.1.7. Contractor Vehicles

2.1.8. Limited Access

2.1.9. Parking

2.1.10. Buy American Act Construction Materials

2.2. Key Personnel

2.2.1. Project Manager (PM)

2.2.2. Superintendent

2.2.3. Site Safety and Health Officer (SSHO)

2.2.4. Quality Control Manager (QCM)

2.3. Temporary Utilities

2.3.1. Water Service

2.3.2. Electric Power Service

2.3.3. Utilities Cutovers and Interruptions

2.4. Portable Latrines

2.5. Hours of Operation

2.5.1. Normal Work Hours

2.5.2. Entry Restrictions and Roadblocks

2.5.3. Federal Government Holidays

2.5.4. Excused Absence

2.5.5. Furlough

2.6. Environmental Quality Program

2.6.1. Cleanup and Disposal of Waste Materials

2.6.2. Waste Hauler Requirements

2.6.3. Waste Disposal

2.6.4. Prohibitions

2.6.5. Air Pollution Prevention

2.6.6. Dust Control

2.6.7. Water Pollution Prevention

2.6.8. Archeological and Cultural Resources

2.6.9. Wildlife Conservation

2.7. Safety

2.7.1. Safety Compliance

2.7.2. Coordination with Sub-Contractors

2.7.3. Traffic Control

2.7.4. Site Specific Safety Plan

2.7.5. Internal Job Site Safety Inspections

2.7.6. Activity Hazard Analysis (AHA)

2.7.7. Accident Reporting Requirements

2.7.8. Safety Meetings

2.7.9. Display of Safety Information

2.7.10. Work in Confined Spaces

2.7.11. Safety Data Sheets for Hazardous Materials

2.7.12. Radiation Permits and Authorizations

2.7.13. Hot Work Permits

2.8. Quality Control (QC)

2.8.1. QC Program Requirements

2.8.2. Acceptance

2.8.3. Notifications

2.8.4. Quality Control Manager (QCM)

2.9. Contractor Quality Control (CQC) Plan

2.9.1. Quality Control Plan (QCP)

2.9.2. Contractor Daily Reports

2.9.3. Construction Phasing

2.9.4. Work Area Maintenance

2.9.5. Utilities Clearances and Outages

2.9.6. Emergency Suspension of Work

2.9.7. Government Witness

2.9.8. Documentation

2.10. Product Requirements

2.10.1. General Information

2.10.2. Delivery, Storage, and Hauling

2.10.3. Installation

2.10.4. Product Data

2.11. Required Employee Training

2.11.1. Unexploded Ordnance Training

2.11.2. Oryx Video - Safe Driving Video

2.11.3. AT Level-I Training

2.11.4. iWATCH Training

2.12. Installation Access and Security

2.12.1. Installation Access

2.12.2. Contractor Responsibilities

2.12.3. Removal of Personnel

2.12.4. Photography

2.13. Project Submittals

2.13.1. Submittals

2.13.2. Submittal Requirements

2.13.3. List and Timeline of Submittals

2.13.4. Government Review of Submittals

2.13.5. Training of Government Personnel

2.13.6. Equipment Manuals, Shop Drawings, and Product Data Manuals

2.13.7. As-Built Drawings

2.13.8. Operation and Maintenance Manual

2.13.9. Warranties

2.14. Construction Schedule

2.14.1. Construction Schedule

2.14.2. Payment and Performance Bonds

2.14.3. Site Clearance and Utility Locate Permit

2.14.4. Project Submittal Register

2.15. Hazardous Building Material Abatement

2.16. Schedule of Items

2.16.1. Base Items

2.16.2. Option Items

2.17. Construction Drawings

2.17.1. Construction Drawings

PART 3 - Applicable Codes/Standards

3.1. Applicable Publications

3.2. Specifications

PART 1 - DESCRIPTION OF WORK

1.1. Objectives. All work shall comply with State, Local and Federal laws and regulations, industry and construction codes and standards, manufacturer's specifications and recommendations, and all contract special provisions, terms and conditions. The Contractor shall be responsible for obtaining all required licenses and permits to perform construction work on a Federal installation, and be properly bonded and insured in accordance with Federal Acquisition Regulation (FAR) requirements. The intent of the contract is to provide for the construction and completion of the work described. The precise details of performing the work are not stipulated except as considered essential for the successful completion of the work. The Contractor shall furnish all labor, material, equipment, tools, transportation, and supplies necessary to complete the work according to the contract.

The purpose of this project is to replace the existing sanitary sewer handling system for Building 25900 located near the southeast corner of White Sands Missile Range in Otero County New Mexico. The existing interior and exterior sewer piping and septic system have reached their effective design life and must be replaced with up-to-date materials in accordance with applicable codes. The extent of this project includes new interior and exterior sanitary drainage piping to include appurtenances, connections and fittings, new plumbing fixtures, new septic tank, and drainfield.

1.2. Period of Performance. After contract award, the Contracting Officer will issue a Preconstruction Authorization. The Preconstruction Authorization is for Administrative and Pre- construction Activities (i.e., pre-construction tasks including coordination with any Government office or the Contracting Officer Representative for example bonds, submittals in accordance with (IAW) Section 2.13.3.2, traffic control plans, digging permits, utility outage requests, oral presentations, approvals for safety plans, and schedules). Preconstruction Authorization is limited to 30 days and non-construction activities. After the first 30 days (Preconstruction Authorization), the Contracting Officer will issue Construction Notice to Proceed (NTP). Construction NTP authorizes the contractor to begin actual construction or physical work on the project. All work shall be completed according to the awarded contract period of performance of no later than 90 calendar days after Construction NTP is issued by the Contracting Officer (KO). The Contractor shall not commence work unless authorized by the Contracting Officer (KO). All technical questions shall be addressed to the Contracting Officer's Representative (COR) for resolution and clarification. Barring any contingencies that arise during construction, the Government requires the construction project to be completed within 90 calendar days.

Note: The total Period of Performance (POP), including Preconstruction Authorization and Construction NTP shall not exceed 120 calendar days.

1.3. Place of Performance. The work is located at Building 25900 of the AMRAD facility on White Sands Missile Range (WSMR), New Mexico in Otero County. The project site is located approximately 28 miles east of the main cantonment.

1.4. Occupancy. Facility will be occupied during construction. Do not enter the facility without prior approval of the KO.

1.5. Specific Work Requirements.

1.5.1. Civil. - Project includes the installation of a new septic tank, leachfield, and associated piping, to include excavation, backfill and compaction.

Minor pavement replacement is necessary to restore the site to existing conditions.

1.5.2. Demolition. - Project includes the demolition, removal, and disposal of interior sewer piping and fixtures for the replacement of the outdated system. Demolition will include but is not limited to concrete foundation, flooring, and walls. Project also include the demolition, removal, and disposal of exterior septic tank, associated piping, and asphalt pavement.

1.5.3. Cast in Place Concrete. - Project includes the replacement of the buildings concrete foundation as necessary to replace the existing sewer piping. Additionally, an onsite header curb that must be removed for installation of sewer piping. Project also includes exterior concrete collars for cleanouts and fence posts.

1.5.4. Architectural. - Project includes the replacement of existing flooring removed during sewer piping replacement. Flooring types include ceramic and vinyl tiles, see plans for detail.

1.5.5. Structural. Not Applicable.

1.5.6. Fire Protection. Not Applicable.

1.5.7. Electrical. Not Applicable.

1.5.8. Telecommunications. Not Applicable.

1.5.9. Mechanical/Plumbing/HVAC. Project includes the replacement of a portion of the existing interior sewer plumbing system. Removal and replacement areas include connections and appurtenances in the Men's and Women's restrooms of the facility. Project will include the removal and replacement of the existing plumbing fixtures, see plan for detail.

PART 2 - GENERAL REQUIREMENTS.

2.1. Basic Guidelines.

2.1.1. Preconstruction Meeting. The Contractor shall attend a pre-construction meeting held by the Government prior to construction. Construction shall NOT begin until this meeting is held. This meeting serves to answer any questions from the Contractor and to discuss building issues such as storage, security, access, working hours, notifications, etc. The Contractor shall also provide the names of Key Personnel (see Section 2.2). The Contractor shall take minutes of the meetings and submit the minutes to the COR, KO, and Contract Specialist (KS) via the Contract Daily Report (see Section 2.9.2) within five (5) days.

2.1.2. Progress Meetings. The Contractor's project manager and superintendent shall attend any progress meetings held by the Government on a scheduled or unscheduled basis (with 48 hour notice), or on dates determined by the Government. This meeting is for the Contractor to discuss their current progress, to discuss schedule, and to discuss and resolve any other project related issues. The Contractor shall take minutes of the meetings and submit the minutes to the COR, KS, and KO via the Contract Daily Report (see Section 2.9.2) within five (5) days.

2.1.3. Construction Documents. Contractor shall have a copy of the Statement of Work, Drawings, and specifications at the construction site at all times.

2.1.4. Construction Project Information Signage. The Contractor shall install a 4' x 8' project information sign at the work site. The sign will contain information such as project name, Contractor information, etc. A template will be provided by the COR. The sign shall be placed where it can safely be viewed by the general public. In addition to this sign, a worksite bulletin board and Safety and Occupation Health bulletin board (see Section 2.7.9) shall be placed where they are accessible to workers performing work for this project. These signs shall remain in place for the duration of the construction until project acceptance.

2.1.5. Licenses and Permits. The Contractor shall verify all dimensions and investigate existing site conditions prior to submitting proposal. The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits. The Contractor shall comply with all applicable laws and regulations, including but not limited to Building Codes, Federal Law, New Mexico State Law, Occupational Safety and Health Administration (OSHA) regulations, Army and installation regulations.

2.1.6. Installation Property. Contractor shall exercise extreme caution to protect building finishes, private property, military property, historic material, cultural resources, etc., from damage during the performance of these contract requirements. Contractor shall be responsible for all loss or damage to Government and private property while executing contract requirements as a result of negligence on behalf of the Contractor, subcontractors, or any representatives of the Contractor or subcontractors."

2.1.7. Contractor Vehicles. Contractor's personnel, whose tasks involve operation of any vehicles, shall possess a valid U.S. state driver's license, certificates and permits, applicable for the type and class of vehicle being operated.

2.1.8. Limited Access. The Contractor shall only use existing roadways when transporting personnel and/or material during the execution of the contract. The Contractor shall strictly adhere to the foregoing and shall not develop new ingress or egress roads.

2.1.9. Parking. The Contractor shall ensure that its personnel use designated parking areas only. Personal and non-construction related vehicles shall not be parked on grassy, gravel, or landscaped areas (unless identified as acceptable in drawings).

2.1.10. Buy American Act Construction Materials. Applying to contracts for the construction, alteration, or repair of any public building or public work in the United States, the Contractor shall utilize commercially available off-the-shelf (COTS) construction materials in accordance with Executive Order 10582 and 41 U.S.C. chapter 83, Buy American.

2.2. Key Personnel.

The Contractor shall, at a minimum, provide a full-time dedicated Superintendent (IAW 52.236- 6, Superintendence by the Contractor) dedicated Site Safety and Health Officer (SSHO)/QCM for the duration of the contract.

The Contractor shall provide to the Contracting Officer (KO), within seven (7) calendar days after Preconstruction Authorization, a letter designating the key personnel prior to any work commencing. No substitutions of the key personnel proposed is authorized without prior written approval of the Contracting Officer. See Section 2.13 for submittal requirements.

In the event of short absences of the key personnel under this contract (or the release of the individual currently performing the work), the Contractor shall request to substitute another fully qualified individual. This request shall be provided, to the Contracting Officer, in writing, no less than three business days prior to the need to substitute.

2.2.1. Project Manager (PM). The Contractor shall provide a PM. The role of the Construction PM is to be the Government's Point of Contact (POC) for projects and administration of construction. Per ARL063203P Repair Sewer Line, the PM is accountable for:

Management of performance of all trade Contractors, review and analysis of SOW, architectural and engineering drawings and specifications;

ensuring contract documents and regulations are comprehended and followed; supervision of Construction Superintendent(s), reviewing and approving their reports, submittals, monitor reported difficulties, and correcting safety violations/ deficiencies; developing, tracking, updating and controlling construction schedule; project management plan, and associated costs to achieve completion of project; coordinating the closure of a project.

The PM shall possess the following:

Language. Full professional working proficiency at speaking, listening, reading, and writing in English. Experience. Five (5) years of experience (within the last ten (10) years) working as a Construction PM (or in a position with equivalent responsibilities) managing multiple construction projects simultaneously related to the project.

2.2.2. Superintendent. The Contractor shall assign one competent superintendent for each ARL063203P Repair Sewer Line. The superintendent shall be accountable for overall supervision and management of job site coordination, day-to-day operations, schedule adherence, enforcement of safety and quality, managing subcontractors, has authority to act for the Contractor, and shall be on site at all times during Construction. The superintendent is required to attend facility turnover meetings (Red Zone meetings), partnering meetings, and quality control meetings. The qualification requirements for the alternate superintendent are the same as for the superintendent.

The Superintendent shall possess the following:

Language. Full Professional working proficiency at speaking, listening, reading, and writing in English.

Experience. Five (5) years' experience (within the last ten (10) years) working as a Construction Superintendent (or in a position with equivalent responsibilities), managing multiple construction projects simultaneously related to the project. The superintendent must be familiar with the requirements of Engineering Manual (EM) 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The KO may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

2.2.3. Site Safety and Health Officer (SSHO). The SSHO shall be accountable for overall supervision and management of the Contractor's safety program(s) and plan(s). Contractor shall assign one SSHO for each ARL063203P Repair Sewer Line who will work simultaneously as the SSHO and Quality Control Manager . The SSHO shall be on site at all times during construction to implement and administer the Contractor's safety program and Government-accepted Accident Prevention Plan. An alternate shall be identified in the Construction Safety Plan to serve in the event of the SSHO's absence. The requirements for the alternate are the same as the SSHO. The SSHO shall meet the requirements of EM 385-1-1 Section 1. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. It is responsibility of the Contractor to express to the KO in the event that due to the complexity of the project, one employee will be required for each position.

The SSHO shall be the Government's POC for all aspects relating to safety. The SSHO responsibilities include, but are not limited to facilitating and ensuring the completion of facility safety assessments/investigations of reportable and non-reportable mishaps involving personal injury accidents, property damage, and cases of occupational illnesses; recording accident reports in an accurate, complete, and timely manner; assuring that claims for injuries and illnesses are posted in the Occupational Safety and Health Administration log; promoting and furnishing applicable safety and health, accident prevention, and investigation training for Contractor's employees; assessing and evaluating work environment, identifying potential hazards, and aiding Contractor, Construction PM, and Construction Superintendent during work place inspections; supporting Contractor, Construction PM(s), and Construction Superintendents in investigating accidents and developing measures to prevent recurrences.

The Safety Manager shall possess the following:

Language. Full professional working proficiency at speaking, listening, reading, and writing in English.

Experience. Five (5) years' experience (within the last ten (10) years) working as a SSHO (or in a position with equivalent responsibilities), identifying potential risks and hazards, investigating accidents, and promote occupational safety on multiple construction projects, simultaneously, related to the project. Certification. SSHO shall possess active credentials as a Certified Safety and Health Official (CSHO) in construction or Master Certification (MC) from an OSHA Training Institute Education Centers.

2.2.4. Quality Control Manager (QCM). The QCM shall be accountable for overall supervision and management of the construction's quality control and management program(s) and plan(s). Contractor shall assign one QCM for each ARL063203P Repair Sewer Line who will work simultaneously as SSHO and QCM. The QCM shall be on site at all times during construction and alternate shall be identified in the Construction Quality Control Plan to serve in the event of the QCM's absence. The requirements for the alternate are the same as the QCM. It is the responsibility of the Contractor to express to the KO in the event that due to the complexity of the project, one employee will be required for each position.

The QCM is to be the Government's POC for all aspects relating to quality control. the QCM responsibilities include but are not limited to the supervision and management of the Contractor's quality control and management program(s) and plan(s) in accordance with specifications; inspecting work for conformance to project plans and specifications identifying issues arising during construction and verifying that deficiencies have been corrected; recording and notifying the PM and/or Superintendent of problems on a timely basis so that corrections can be made without impact to the project schedule; creating, updating and maintaining the project submittal log and all other project specific quality control reports; reviewing shop drawings and submittals for conformance with project specifications by direct review and by leveraging the knowledge and experience of others in the project team when necessary; scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, designers of record, consultants, manufacturers, offsite fabricators, suppliers, and purchasing agents; tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation; continuing development of the project Quality Control Plan to address the specific needs of task orders, as required; examining the work area to assure that all required preliminary work has been completed and is in compliance with the contract; reviewing drawings and each paragraph of applicable specifications, reference codes, and standards applicable to work being performed in the field.

The QCM shall possess the following:

Language. Full professional working proficiency at speaking, listening, reading, and writing in English.

Experience. Five (5) years' experience (within the last ten (10) years) working as a QCM (or in a position with equivalent responsibilities), managing multiple construction projects simultaneously related to the project.

2.3. Temporary Utilities.

2.3.1. Water Service. The Contractor may use water from the Government's existing water system. When connecting to the Government's water system, including attaching water hoses to spigots, the Contractor must install a back flow prevention device that is approved by WSMR Water Plant manager (Mr. Andres Serna) at 575-678-1917 (Projects located on main cantonment, downrange, and North of Hwy 70/South of Route 6). For projects located North of Route 6, up-range to Stallion, Contractor must contact Mr. Casey Masterson at 575-202-5341 or Mr. Mark Vega at 575-679- 4221. Water usage shall be reported to the COR on the last working day of the month on a monthly basis. Construction water may be obtained from a nearby fire hydrant on the project site.

2.3.2. Electric Power Service. The Contractor may use electric power from the Government's existing electrical system.

2.3.3. Utilities Cutovers and Interruptions. All anticipated utility outages shall be coordinated with the Directorate of Public Works (DPW) through the COR. A minimum advance notice of fourteen

(14) calendar days shall be provided by the Contractor. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise. Conform to procedures required in paragraph Work Outside Regular Hours.

2.3.4. Sewer Service. The Contractor shall provide temporary restroom facilities for the use of Building 25900 personnel during planned restroom outages. Temporary facilities must be of the mobile trailer type and provide flushing toilets and running sinks. Each trailer must contain a minimum of 4 stalls: two women and two men stations. Provide number of trailers as described in project drawings.

2.4. Portable Latrines. The Contractor shall provide a portable latrine for Contractor use. The designated restroom(s) must be properly maintained, and all Contractor debris removed. The facility must be kept clean. All liquid and solid waste from portable latrines shall be disposed at an approved off-site location.

2.5. Hours of Operation.

2.5.1. Normal Work Hours. White Sands Missile Range operates on a five-day work schedule and observes Federal Holidays. Normal working hours for the installation are from 07:00 am to 4:30 pm. The KO may authorize the Contractor to perform work outside of normal working hours and/or working days. If the Contractor desires to work during periods other than the days and hours listed above, a written request shall be made to the KO within four (4) calendar days of their intention.

2.5.2. Entry Restrictions and Roadblocks. The Contractor's and all associated sub-contractor's employees may be required to work in areas subject to entry restrictions, evacuations, and roadblocks. Roadblocks on public highways are normally set for a duration of at least one (1) hour. Internal roadblocks (on non-public WSMR roads) are normally set for a duration of at least two (2) Hours. However, on occasion the duration may be as long as all day. If the Contractor is able to reach the work site and perform at least five (5) hours of work, the Government will consider the day as an official work day. The Contractor is responsible for scheduling operations to avoid unnecessary delays and missed services. Range and roadblock status may be obtained by calling 575-678-1178 or 575-678-2222. Roadblocks time and duration are subject to change without prior notification.

2.5.3. Federal Government Holidays. For Government holidays visit https://www.opm.gov/policy-data- oversight/pay-leave/federal-holidays /#url=Overview.

This list of holidays relates to Government duty days and is not intended to supplement or otherwise alter the provisions of any Wage Determination regarding applicable paid holidays.

It is understood and agreed between the Government and the Contractor that observance of such days by Government personnel will not be a reason for an additional period of performance, or entitlement of compensation except as set forth within the contract. In the event the Contractor's personnel work during the holiday, the Contractor may reimburse them; however, no form of holiday or other premium compensation will be reimbursed either as a direct or indirect cost, other than their normal compensation for the time worked, unless stipulated otherwise. This provision does not preclude reimbursement for authorized overtime work if applicable.

2.5.4. Excused Absence. When the Department of Defense grants excused absence to its employees, the Contractor agrees to continue to provide sufficient personnel to perform critical tasks already in operation or scheduled, and shall be guided by the instructions issued by the KO or the COR.

2.5.5. Furlough. If Government personnel are furloughed, the Contractor shall contact the KO or the COR to receive direction. It is the Government's decision as to whether the contract price/cost will be affected as a result of Government shutdown and/or furloughed Government employees. In the event that Government shutdown and/or furloughed Government employee does impact contract price/cost, a negotiated settlement will be reached as deemed appropriate by the KO.

2.6. Environmental Quality Program.

2.6.1. Cleanup and Disposal of Waste Materials. The Contractor shall be responsible for the cleanup and disposal of waste and debris generated during and at the completion of this project. The Contractor shall be responsible for the payment of all disposal costs, fees for obtaining permits and licenses, and transportation costs. In addition, the Contractor shall pay, at no additional cost to the Government, all fines and clean-up costs due to improper disposal or due to spills, leaks, or releases. In general, the waste and debris shall be disposed of IAW all applicable Federal, State, and Local laws and regulations. Specifically, the waste and debris shall be disposed of IAW the jurisdiction having authority, including, any disposal site outside the State of New Mexico. The Contractor shall ensure that all waste and debris is containerized IAW the U.S. Department of Transportation and the jurisdiction having authority laws and regulations. The Contractor shall ensure that all waste is containerized in a manner to prevent uncontrolled and improper spills, leaks, and releases.

2.6.2. Waste Hauler Requirements. All waste haulers shall be licensed IAW the requirements specified in the appropriate New Mexico Administrative Code (NMAC) for the type of waste to be disposed of. In addition, all waste haulers are responsible for obtaining all required licenses and permits for jurisdictions outside of the State of New Mexico if crossing state lines to dispose of the waste.

2.6.3. Waste Disposal. The Contractor shall dispose of all waste and debris as follows:

2.6.3.1. Construction waste and debris.: All construction waste, as defined by the New Mexico Environment Department (NMED) Solid Waste Bureau (SWB) shall be disposed of at an off-site location that has been permitted, by the jurisdiction having authority, to accept and dispose of construction waste and debris.

2.6.3.2. Municipal solid waste: All municipal type waste and debris, as defined by the NMED SWB shall be disposed of at an off-site location that has been permitted, by the jurisdiction having authority, to accept and dispose of municipal solid waste.

2.6.3.3. Hazardous Waste, Universal Waste, and Polychlorinated Biphenyl (PCBs): All hazardous/universal waste and PCBs shall be disposed of through the WSMR Hazardous Waste Management Center (HWMC), Building 1870 (Main Post), 575-678-4641. The COR will coordinate with the HWMC to determine if the Contractor is responsible for disposing of the waste directly or if the waste is to be turned over to the HWMC for disposal.

The Contractor is responsible for containerizing and transporting the waste in accordance with the U.S. Department of Transportation (USDOT) and the jurisdiction having authority regulations for the transportation of hazardous materials. In addition, the Contractor shall be responsible for completing and managing the waste manifest whenever transporting hazardous waste/universal waste and PCBs.

2.6.3.4. Defense Reserve Ozone Depleting Refrigerants: Ozone depleting refrigerants (R-22) shall be turned over to WSMR Environmental through the DPW HVAC section, Building 1751 (Main Post), 575-678-1750. Cylinders shall be obtained from DPW HVAC section, and returned to the DPW HVAC section. For all other refrigerants and ozone depleting chemicals, the Contractor is responsible for proper disposal off site, including containerizing and transporting the refrigerants in accordance with USDOT and the jurisdiction having authority regulations for the transportation of refrigerants.

2.6.3.5. Asbestos Waste and Debris: All asbestos waste and debris shall be disposed of at an off- site location that has been permitted, by the jurisdiction having authority, to accept and dispose of the asbestos waste and debris. The Contractor shall ensure that all asbestos waste and debris is containerized and transported in accordance with the USDOT and the jurisdiction have authority regulations. In addition, containers such as roll-offs and trailers shall have rigid sides, bottoms, and tops to transport asbestos waste and debris. Containers with soft covers (e.g. tarps) are prohibited. The Contractor shall be responsible for completing and managing the asbestos waste shipment record in accordance with EPA regulation 40 CFR Part 61 and the State of New Mexico Environment Department Solid Waste Regulations. For any questions regarding asbestos, lead, and solid waste management, please contact Jon Harrison at 575-678-2415, DPW Environmental.

2.6.3.6. Liquid, semisolid, and sludge waste: All liquid, semisolid, and sludge waste shall be disposed of at an off-site location that has been permitted, by the jurisdiction having authority, accept and dispose of the waste.

2.6.3.7. Waste from Portable Latrines ("Port-a-Potties"): All waste from portable latrines shall be disposed of at an off-site location that has been permitted, by the jurisdiction having authority to accept and dispose of the waste.

2.6.3.8. Scrap Metal: To the extent possible or if required as part of this project, scrap metal, including electrical wiring, shall be disposed of at the WSMR Metal Scrap Yard (575- 678-3160 or 575-640-8522), located 3.5 miles east of Main Post. All glass shall be removed from metal windows and metal doors before transporting the scrap metal to the Metal Scrap Yard.

2.6.3.9. All other waste and debris not specifically noted: Dispose of all other waste and debris IAW the laws and regulations of the jurisdiction having authority.

2.6.3.10. NOTE: The Hughes Diversion Area has been permanently closed and WILL NOT be available for contractor use. All construction debris and waste shall be disposed of at an off-site location that has been permitted, by the jurisdiction having authority, to accept and dispose of construction waste and debris.

2.6.4. Prohibitions. The Contractor shall be prohibited from performing the following:

2.6.4.1. On-site burning or incineration of waste and debris.

2.6.4.2. On-site burial.

2.6.4.3. Dumping at locations not permitted by the jurisdiction having authority to accept and dispose of the waste and debris.

2.6.4.4. Use of unlicensed waste haulers.

2.6.4.5. Using containers that are not appropriate for the disposal of waste and debris.

2.6.5. Air Pollution Prevention. The Contractor shall comply with applicable Federal, State, and Local laws and regulations concerning the prevention and control of air pollution. The Contractor shall utilize such methods and devices as are reasonably available to prevent, control, and otherwise minimize atmospheric emissions or discharges of air contaminants. For examples, equipment and vehicles that show excessive emissions of exhaust gases shall not be operated until corrective repairs or adjustments reduce such emissions to acceptable levels.

2.6.6. Dust Control. During the performance of work required, the Contractor shall comply with applicable Federal, State, and Local laws and regulations regarding the prevention, control, and abatement of dust pollution. Materials other than water used for dust control shall be approved by the WSMR Environmental Division. The Contractor shall be responsible for all damages resulting from dust originating from Contractor operations IAW the clause at FAR 52.236-7 entitled "Permits and Responsibilities." The Contractor shall provide all labor, equipment, and materials, and shall use efficient, methods wherever and whenever required to prevent, dust nuisance or damage to persons, property, or activities, including, but not limited to crops, orchards, cultivated fields, wildlife habitats, traffic, and similar conditions.

2.6.7. Water Pollution Prevention. Contractor shall control point source discharges by use of sediment and erosion controls; wastewater and storm water management controls; construction site management practices; best management practices (BMP); and other controls; including Federal, State, and Local control requirements.

2.6.8. Archeological and Cultural Resources. The Contractor shall report any inadvertent archeological or cultural resource discoveries to the COR immediately. Excavating in or driving through known archaeological sites is not allowed. Collecting artifacts on WSMR is prohibited. Using metal detectors to locate archeological resources on WSMR is limited to those holding a valid permit. Off-road vehicular use is prohibited unless in an approved designated area. If cultural artifacts or human remains are discovered on or below the soil surface, stop all activities and contact Public Works Environmental (PWE) at 575-678-2225 immediately to provide information on location.

2.6.9. Wildlife Conservation. Personnel should be aware of snakes, and various other species of wildlife in the area that could cause harm if encountered or disturbed. Report any nuisance, injured, or dead wildlife discovered at project site immediately. Do not harass, collect, possess, harm, or destroy wildlife or their habitat. Do not provide water or feed wildlife. Do not leave uneaten food at buildings and in the field, to prevent attracting wildlife. Do not litter and clean up all trash left at work site Contact DPW Environmental Division - for assistance with Wildlife at 575-678-2225.

Migratory bird nesting season is between 1 March through 31 August. Any ground disturbance or work that has the potential to remove an active nest needs to be surveyed. Area will be surveyed for nesting migratory birds by people who have been determined to be qualified by PW Environmental within 24 hours prior to start of work. For any active nest found with eggs or nestlings, the area of the nest will be avoided by workers IAW PW Environmental instructions.

2.7. Safety.

2.7.1. Safety Compliance. Army construction contracts fall within the purview of the US Army Corps of Engineers Safety and Health Requirements Manual, Engineer Manual (EM) 385-1-1, and Occupational Safety and Health Administration (OSHA) Title 29 Part 1910 and 1926. The version in effect at time of contract award will be used. OSHA 29 CFR 1910 Safety and Health Regulations as well as 29 CFR 1926 Safety and Health

Regulations for Construction are available online at:

2.7.1.1. http://www.osha.gov/

2.7.1.2. EM-385-1-1 is available online at: http://www.publications.usace.army.mil/USACE- Publications/Engineer-Manuals/

2.7.2. Coordination with Sub-Contractors. The Contractor is the "controlling employer" and is responsible for all work site safety and health conditions including those of the subcontractors. The Contractor shall be responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one task from interfering with or creating hazardous working conditions for other tasks, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

2.7.3. Traffic Control.

2.7.3.1. Traffic Control shall allow for two-way traffic to continue. When traffic must be rerouted or controlled to accomplish the work, provide necessary warning signs, flag persons, and related equipment for the safe passage of vehicles.

2.7.3.2. Informational Traffic Signs. Contractor shall provide and install informational traffic signs on all road construction projects to alert motorists of upcoming construction dates. Signs shall be properly secured to ensure they are not affected by weather conditions. Signs shall be installed 30 days prior construction and shall be located on adjacent roads approaching construction site. Signs shall indicate: "Road will be closed on X date" or "Road will be partially closed on X date". All temporary signs shall comply with the latest edition of the Manual on Uniform Traffic Control Devices

(MUTCD).

2.7.3.3. Contractor shall notify the KO five (5) working days in advance before any demolition work is started to ensure traffic control measures are adequate and coordination is accomplished with other activities on the installation in a timely manner.

2.7.4. Site Specific Safety Plan. Construction contracts shall include a site and project specific safety plan. See Section 2.13 for submittal requirements. EM 385-1-1 refers to a safety plan as an Accident Prevention Plan (APP). The safety plan shall be tailored to the project, based on the size and complexity of the construction to be accomplished and shall include a fall protection and prevention program. A typical safety plan will address such issues as, but will not be limited to, the following:

2.7.4.1. The company's safety and health policy.

2.7.4.2. Company safety inspections of the job site.

2.7.4.3. Use of personnel protective equipment (PPE).

2.7.4.4. Safety rules and penalties associated with not following the rules.

2.7.4.5. Safety training and frequency (identifying hazards, explaining precautions and proper use of equipment/machinery, and the PPE required for the job including how to use and maintain PPE).

2.7.4.6. The steps to be followed to report unsafe working conditions and practices.

2.7.4.7. Special hazards.

2.7.4.8. Hazardous materials.

2.7.4.9. Confined spaces, i.e. entry procedures and ventilation requirements, etc.

2.7.4.10. Lockout tag procedures.

2.7.4.11. Instruction concerning safe operations and appropriate emergency action in the event of accidental exposure.

2.7.4.12. Emergency procedures.

2.7.4.13. Identifying personnel on site who have had first aid training.

2.7.4.14. Identify where communication devices (such as phones, radios or other approved communication devices) are located with appropriate phone numbers posted.

2.7.4.15. Post how to exit the work area in an expeditious and safe manner.

2.7.4.16. The plan will identify the person with lead responsibility for safety, where protective equipment may be obtained and the procedures for reporting a safety hazard.

The person identified as the lead responsible for Safety may also perform Contractor Quality Control (CQC) upon approval by the KO (see Section 2.9.1).

Approval of the Safety Plan does not relieve the Contractor of complying with all applicable safety requirements.

2.7.5. Internal Job Site Safety Inspections. Frequent and regular Contractor internal job site inspections shall focus on identifying and removing hazards. The Contractor's Safety Plan shall explain the disciplinary process that will be followed when the Contractor job inspections find violations to the safety rules. The disciplinary process shall be included in the employee's training and reviewed during regular safety briefings. The Government will review the Contractor's Safety Plan for adequacy, completeness and compliance with OSHA and EM 385-1-1 requirements. The Contractor shall review and amend the safety plan, as necessary, throughout the life of the contract. Amended safety plans shall be submitted to the COR and KO for approval. The Contractor shall incorporate unusual or high-hazard activities not identified in the original safety plan as they are discovered.

2.7.6. Activity Hazard Analysis (AHA). Before beginning each work activity involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity shall prepare an Activity Hazard Analysis (AHA) (sometimes called a job hazard analysis). See section 2.13 for deliverable requirements.

Approval of the Activity Hazard Analysis does not relieve the Contractor of complying with all applicable safety requirements.

2.7.7. Accident Reporting Requirements.

2.7.7.1. In the event of an accident or injury, the contractor shall immediately seek emergency assistance for the affected individual. Once emergency aid has been rendered, the contractor must promptly (within an hour of receiving aid) report the incident to the COR or their designated representative via phone call notification and follow-up with a written report which includes all pertinent information. If COR or Project Representative is not available, report accidents or injuries to the Garrison Safety manager (575-678-3221). Forward a written report through the COR using Contractor's format or similar IAW DAPAM 385-40 to the Installation Safety Office (ISO) within seven (7) calendar days of occurrence.

2.7.7.2. Damage to Army property. This includes Government furnished material, property, or equipment provided to a Contractor. Contractor shall complete DA Form 285 or 285-AB- R (available at http://armypubs.army.mil/), when damage to Army property is equal to or greater than $5,000.00.

If Contractor has an issued Common Access Card (CAC), Contractor is required to complete the report through REPORT IT, the Army's online accident reporting system (https://safety.army.mil/). If the Contractor has not been issued a CAC, the forms identified in DA PAM 385-40 must be utilized and provided to the ISO Director or designated representative within seven (7) calendar days of occurrence.

2.7.7.3. The COR shall immediately notify the ISO of a Contractor accident or injury and ensure a written accident report is sent to the ISO within seven (7) calendar days of occurrence.

2.7.7.4. Contractors shall report to the Local OSHA office accidents and injuries in accordance with OSHA reporting requirements (https://www.osha.

gov/sites/default/files/OSHA-RK- Forms-Package.pdf).

2.7.8. Safety Meetings. The Contractor shall conduct and document meetings as required by EM 385-1-

1. Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the Contractor's daily report (see Section 2.9.2).

2.7.9. Display of Safety Information. The Contractor shall erect a safety and occupational health (SOH) bulletin board at the job site at least one (1) calendar day prior to commencement of work. Include and maintain information on safety bulletin board as required by EM 385-1-1, section 01.A.07

"SOH Bulletin Board". Where size, duration, or logistics of project do not facilitate a bulletin board, an alternative method, acceptable to the COR, that is accessible and includes all mandatory information for employee and visitor review, shall be deemed as meeting the requirement for a bulletin board.

2.7.10. Work in Confined Spaces. The Contractor shall comply with the…

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