Contract - W911SG25CA033.pdf

(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

Roof replacement of Building 9464, McGregor Base Camp, NM

Header only - Purchase Requisition Number: W45C210012294950 Date: 15 Sep 2025

Military Installation

W911SG25CA033

Section 00 01 15 - List of Drawing Sheets

Drawing FY25_9464_FE 10003 2J_Bldg 9464 Gravel Roof Replacement_08-26-2025

Directorate of Public Works Engineering Services Division Fort Bliss, Texas

STATEMENT OF WORK

Building 9464 Gravel Roof Replacement FE 10003 2J 09 July 2025

Table of Contents

PART 1 - DESCRIPTION OF WORK 3

1.1. Objectives 3

1.2. Period of Performance 3

1.3. Place of Performance. 3

1.3.1. Occupancy 3

1.4. Specific Work Requirements 3

1.4.6. Architectural 4

1.4.7. Structural 7

1.4.8. Fire Protection 7

1.4.9. Electrical 7

1.4.10. Telecommunications 7

1.4.11. Mechanical / Plumbing / Evaporative Coolers 8

1.5. Attachments 9

PART 2 - GENERAL REQUIREMENTS 10

2.1. Basic Guidelines 10

2.1.1. Preconstruction Conference 10

2.1.2. Construction Documents 10

2.1.3. Licenses and Permits 10

2.1.4. Contractor Furnished Items 10

2.1.5. Installation Property 10

2.1.6. Contractor Vehicles 10

2.1.7. Buy American Act. Construction Materials 11

2.2. Key Personnel 11

2.2.1. PM 11

2.2.2. Superintendent 12

2.2.3. SSHO 12

2.2.4. QCM 13

2.3. Utilities 14

2.3.1. Utilities Cutovers and Interruptions 14

2.3.2. Portable Latrines 14

2.4. Hours of Operation 14

2.4.1. Normal Work Hours 14

2.4.1.1. Federal Government Holidays 14

2.4.2. Approval of Work Outside Normal Work Hours 15

2.6. Historical Properties 15

2.7. Environmental 16

2.7.1. Permits 16

2.7.2. Storm Water Pollution Prevention Plan (SWPPP) 17

2.7.3. Hazardous Materials Requirements 17

2.7.4. Construction Waste Management and Disposal 17

2.7.5. Natural Resources Program 20

2.7.6. Pollution Prevention Act (PPA) 20

2.7.7. Noise Control 20

2.8. Safety 20

2.8.1. Accident Prevention Plan (APP) / Safety Plan 20

2.8.2. Activity Hazard Analysis (AHA) 21

2.8.3. Army Radiation Permit. 21

2.8.4. Federal Aviation Administration (FAA) Notice Requirements 22

2.9. Quality Control (QC) 22

2.9.1. QC Program Requirements 22

2.9.2. QCM 23

2.9.3. Contractor Quality Control (CQC) Plan 23

2.9.4. Contractor Quality Control Meetings 25

2.9.5. Contractor Quality Control Inspections 25

2.9.6. Documentation 27

2.9.7. Notification of Nonconformance 27

2.10. Security 28

2.10.1. Security Requirements 28

2.10.2. Physical Security 28

2.10.3. Key Control 28

2.10.4. Security of Classified Items, Systems and Information. 28

2.10.5. Security of Staging Area 28

2.10.6. Antiterrorism / Operations Security (AT-OPSEC) 29

2.11. Submittals / Deliverable Requirements 30

2.11.2. Pre-Construction Submittals / Deliverables Package 31

2.11.3. Construction Submittals / Deliverables Package 35

PART 3 - APPLICABLE PUBLICATIONS AND FORMS. 38

3.1. Applicable Publications 38

PART 1 - DESCRIPTION OF WORK

1.1. Objectives: Existing gravel built-up roofing system to be removed and replaced with new tapered Thermoplastic Polyolefin (TPO) roofing system at building 9464. The Contractor shall provide all work, labor, materials, related fees, and related services for construction requested herein until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract, by the Government in a professional and collaborative environment to sustain mission requirements. Construction services and finished products shall be delivered on schedule, safely, and compliant with regulatory codes and standards.

1.2. Period of Performance: The period of performance shall be one-hundred twenty (120) calendar days after issuance of Notice to Proceed (NTP).

1.2.1. 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.

1.3. Place of Performance: The work to be performed under this contract will be performed at Building 9464 at the intersection of Patriot Street and W. 2nd Street, located within the McGregor Base Camp, NM Installation.

1.3.1. Occupancy: Facility will be occupied during construction. Contractor to request permission from the Government User each time access to the interior of the building is required.

1.3.2. All work shall adhere to and comply with the 2021 ICC, the Unified Facilities Criteria (UFC) https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc [military amended codes], NFPA 101 Life Safety Code, the Architectural Barriers Act (ABA) and all other Local, State and Federal Regulations, Codes, and Standards. All Unified Facilities Guide Specification (UFGS) shall be used for this project (https://www.wbdg.org/guides-specifications)

1.4. Specific Work Requirements:

1.4.1. Contractor shall ensure safe access to and egress from building and other adjacent occupied or used facilities during construction and shall provide all required barricades, fencing, covered walkways, planking, lighting, bracing, shoring, warning signs, etc. as required by OSHA and Fort Bliss Regulations for the protection of workmen, staff and Users.

1.4.2. The exact location and quantity of existing ductwork, penetrations, and equipment shall be field verified by the Contractor. Contractor shall examine existing structures, note all conditions as to the character and extent of all work involved, validate and Bid accordingly.

1.4.3. Contractor shall field verify all dimensions, exact locations and quantities before commencing Work.

1.4.4. Contractor shall provide temporary support for all existing utilities including but not limited to electrical conduit, gas lines, wires, etc. as required to allow for construction.

1.4.5. Any abandoned penetrations shall be removed and the deck repaired prior to installation of the new roof system. Secure all sleeves and pipes before roof material is removed.

1.4.6. Architectural:

1.4.6.1. Existing gravel built-up roofing system to be removed and replaced with new fully adhered 80 mil tapered TPO roofing system with R-38 insulation, 5/8-inch glass-mat roof board and all associated components required for a new roof system at building 9464. At parapet walls, roof membrane to run up parapet wall and over top of parapet.

Provide metal, TPO lined scuppers, termination bars, counterflashing, and continuous bead of sealant at all parapets. All roof components shall be manufactured by the same manufacturer. Install in accordance with roofing manufacturers details required to meet manufacturer's 30-year roof warranty 120 mph wind speed coverage. Contractor must comply with the Unified Facilities Criteria (UFC) for roofing (UFC 3-110-03 Roofing, with Change 5). Installer shall be certified by the proposed manufacturer for at least the previous five years. Warranty to include: 1-year installer's warranty, 30-year no dollar limit (NDL) manufacturer's watertight warranty.

2-year installer's warranty, 20-year no dollar limit manufacturer's watertight warranty, 20 year no dollar limit finish warranty, 20-year base metal or "material" warranty, 5-year "No Penal Sum" warranty.

1.4.6.2. Protect building to be re-roofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from restoration operations.

1.4.6.3. Pollution Control - Comply with DPW Environmental regulations. Limit spread of dust and debris.

a. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

b. Lower removed roofing materials to ground and onto lower roof levels and/or grade level using dust-tight chutes or other acceptable means of removing materials from roof areas.

1.4.6.4. Limit construction loads on roof top and uniformly distribute loads to not exceed recommendations of Contractor's professional engineer based upon site inspection and analysis.

a. Weather Limitations - Proceed with re-roofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building. Remove only as much roofing in one day as can be made watertight in the same day.

1.4.6.5. Daily Protection - Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is in the forecast.

1.4.6.6. The contractor shall not leave the building with any open penetrations. Any water or other damage caused by the contractor's negligence shall be the responsibility of the contractor to repair it prior to completion of this project.

1.4.6.7. Temporary Weather Protection - During removal operations, have sufficient and suitable materials on-site to facilitate rapid installation of temporary protection in the event of unexpected rain.

1.4.6.8. Contractor to include 500 SF of roof deck replacement, and/or infill. Contractor to field verify areas to be replaced and provide full replacement to include steel angle reinforcement support. Contractor to field verify deck is sound and dry. If broken or loose fasteners that secure deck panels to one another or to the structure are observed or if deck appears or feels inadequately attached, notify the COR immediately.

1.4.6.9. Provide separation of dissimilar materials (treated lumber, copper, etc.), for TPO roofing systems.

1.4.6.10. All new flashing and trim items for the new TPO roof system shall be from the same TPO roofing manufacturer.

1.4.6.11. Remove roof curbs at all roof mounted evaporative cooler equipment and duct penetrations and provide new prefabricated roof curbs, duct penetrations, flashing and counterflashing and continuous sealant at all evaporative cooler equipment as required to accommodate additional insulation thickness and maintain base flashing height of not less than 8 inches. TPO shall be installed up and over top of new roof curbs.

a. Provide additional wood support with miscellaneous galvanized steel angles to allow for the roof curbs to be raised.

1.4.6.12. Contractor to extend all vent and soil stacks and other roof penetrations with like material as necessary to allow for new roof insulation thickness and TPO roofing system. Secure all existing roof mounted equipment, exhaust fans, vents, goosenecks prior to the installation of new roof material.

1.4.6.13. Provide new pre-manufactured TPO membrane pipe boots and piping at all pipe penetrations. Provide continuous sealant at all joints.

1.4.6.14. Remove existing metal coping, flashing and wood blocking at roof perimeter. Provide new metal coping with factory applied Kynar finish, flashing and treated wood blocking at roof perimeter.

1.4.6.15. Remove and provide all new 24-gauge steel gutters with factory applied Kynar finish complete with mitered corners, end caps, outlets, brackets, and other accessories necessary for installation. Fabricate gutters in sections not less than eight feet and provide expansion-type slip joints midway between outlets. Provide with concealed splice plate six inches minimum. Join the gutters with riveted or soldered joints. New gutter support brackets shall be minimum 1/4-inch-thick x 1-inch-wide galvanized steel and powder coated to match color of gutter.

1.4.6.16. New 24-gauge galvanized downspouts with factory applied Kynar finish. Provide with complete elbows and offsets. Provide downspouts in approximately ten-foot lengths. Keep downspouts not less than one inch away from walls. Form straps of metal compatible with the downspouts.

Original anchor points for straps on building should be reused for installation of new downspouts.

1.4.6.17. Remove existing metal scuppers and provide new metal scupper and TPO coated metal scupper sleeve. Provide continuous sealant in accordance with manufacturer's instructions.

1.4.6.18. Provide new base flashing and new prefabricated metal covers at existing expansion joints.

1.4.6.19. Provide permanent fall protection wall mounted guardrail and all associated uprights, mounting brackets, horizontal rails and hardware as manufactured by: Leading Edge Safety, Model #305 5213, 888-990-2990 or approved equal at all mechanical units located within ten feet or less of the edge of roof. Guardrails shall be anchored to roof deck and installed prior to roof system. Provide flashing and sealant at anchors as required by roof manufacturers to meet roof warranty.

1.4.6.20. Provide new tapered rigid insulation and cant strip at crickets and parapet walls for positive drainage at all roofs. Miter cut all panels at valleys for tight fit and alignment throughout valley length. When a taper insulation system is installed along a perimeter edge of uniform nailer height, utilize tapered edge strip along nailers as tapered insulation thickness decreases for smooth transition and for proper support for the membrane system. Utilize tapered insulation panels and tapered edge strips to construct sumps at roof drains, scuppers, and gutters. At no time shall slope within drain sump exceed 1:12.

1.4.6.21. Provide fully adhered roof walk pads as manufactured by roof manufacturers. Color to be: White.

1.4.6.22. Protect all existing antennae and lightning protection during construction. Remove if necessary to allow for construction and reinstall once construction is complete. Contractor to test lightning protection and antennae to ensure that equipment is working properly. Any lighting protection that is removed during construction shall be reinstalled by a UL Certified Lightning Protection Professional (Journeyman).

1.4.6.23. All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of Construction. Government inspections and tests do not relieve the Contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

1.4.6.24. Work shall be phased in coordination with the User. Contractor to submit proposed Phasing Plan for review and approval by the COR no later than five (5) days after NTP.

1.4.6.25. The new roofing surface shall be cleaned of oils, asphalt, adhesive, and debris by the Contractor before Final Inspection.

1.4.7. Structural:

1.4.7.1. Contractor to include the cost of additional structural reinforcement to account for the weight of the new evaporative units.

1.4.7.2. If roof deck surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify COR.

1.4.8. Fire Protection: Not applicable.

1.4.9. Electrical:

1.4.9.1.1. Electrical work will be required for the removal of the existing evaporative coolers and reinstallation of the new evaporative cooler units.

Electrical reconnections shall be made in accordance with all current and applicable Electric Codes.

1.4.9.2. Disconnect, reroute, extend and reconnect existing power feeders and control circuits (conduit and wiring) feeding the existing roof mounted equipment which is indicated to be raised and/or relocated to a new elevation/location and as required by the Contract.

1.4.9.3. Provide weatherproof exterior junction boxes, when required.

1.4.9.4. Make connections to mechanical equipment by using a maximum 18-inch length of liquid tight flexible steel conduit.

1.4.9.5. Relocate and reconnect existing disconnect switches presently installed on existing roof mounted equipment indicated to be raised and/or relocated.

1.4.10. Telecommunications:

1.4.10.1. Furnish incidental work and materials to disconnect, remove, store, secure, protect, and reinstall applicable roof telecommunication equipment, connections, and features. Protect temporary terminations. Any communication cable either Fiber or Copper coming in aerially into the building will need to be decommissioned, prevented from being damaged, and re-installed per the current Installation Information Infrastructure Architecture (I3A) and UFC Army regulations and standards. Any damage to communication equipment, cables, infrastructure, data drops, or data jacks need to be reported to the Network Enterprise Center (NEC) at (915) 568-7526.

1.4.10.2. Current I3A Army Communication Standards 2010. If any communication lines, equipment, or hardware is disturbed, it will need to be reinstalled IAW the most current 3 UFC 580-01 ISP Communication Standards.

1.4.10.3. If any communication lines need to be moved, please do so IAW I3A and UFC standards. If trenching or marking is required, please submit requests to usarmy.bliss.106-sig-bde.mbx.nec-dig-permits@mail.mil as we are not tied in with 811. Please contact the NEC before disturbing any communications equipment the contractor may come across (network switches, fiber lines, etc.). Please do not dispose of any communications equipment the contractor may come across. Please request a site visit by the NEC NLT 7 days prior to work start date and NLT 7 days prior to project completion to ensure surveys and inspections ensuring communication lines are operational. If fiber needs to be pulled through duct banks, please ensure pathways have been checked and cleared.

1.4.11. Mechanical / Plumbing / Evaporative Coolers:

1.4.11.1. Remove, store, protect and reinstall rooftop equipment as required to allow for roof tear-off and subsequent roofing work. Coordinate with User to test equipment and verify proper operation prior to work and after reinstallation.

1.4.11.2. Remove existing evaporative coolers and replace them with new evaporative cooler units. New evaporative coolers will be sized according to the Cubic Feet per Minute (CFM) required for the building's square footage.

1.4.11.3. Remove evaporative cooler metal stands completely and provide new prefabricated structural steel stands including cross bracing at columns and structural reinforcement below evaporative cooler.

a. The legs shall be secured to the roof deck and the TPO to be installed properly around the legs.

b. The legs can sit on top of the TPO but include a e.g. 1/4" rubber pad to support the leg and not let it touch the TPO material. However, this comes with a higher risk since high winds can end up moving the evaporative unit, but since the evaporative unit is ducted through the roof or wall, that is where it's going to get its strength from.

1.4.11.4. Remove and replace all condensate drain piping at all evaporative cooler units. Ensure proper drainage to roof drains and/or scuppers.

Contractor shall provide pipe stands.

1.4.11.5. Shut down air intake equipment in the vicinity of the Work in coordination with the User. Cover air intake louvers before proceeding with roof work that could affect indoor air quality or activate smoke detectors in the ductwork.

a. Verify that rooftop utilities and service piping affected by the Work have been shut off before commencing Work.

1.4.11.6. Extend existing ductwork inside roof curbs to accommodate extension of curb.

a. Use materials matching existing ductwork; minimum of 20-gauge galvanized duct with Pittsburgh folded seam slip joints, typical.

1.4.11.7. Maintain roof drains in functioning condition to ensure roof drainage at the end of each workday. Prevent debris from entering or blocking roof drains and conductors. Use roof-drain plugs specifically designed for this purpose. Remove roof-drain plugs at end of each workday, when no work is taking place, or when rain is forecasted.

1.4.11.8. All existing gas lines on roof to be removed and replaced with all new steel gas pipe, joints and fittings on pipe supports. Contractor to include the cost of gas pressure test in accordance with Texas Gas and PRIDE requirements. Gas lines to be painted Safety Yellow color.

1.4.11.9. Contractor shall provide temporary heating and cooling on the interior side of the building as necessary during construction. Contractor shall provide a plan showing the temporary heating/cooling approach to condition building.

1.5. Attachments:

A. As-built requirements-Memo B. Contractor Requirements Document C. CX-Log D. DPW-RFI Template E. Drawing sets [DWG_Bldg #_Work Order_Project Short Description] F. Eng_Form_4025-R G. ESD CB Submittal-log Template H. Fort Bliss Fire Prevention Construction Guide 2025 I. Fort Bliss Energy, Water, & Waste Program J. iWatch Training for Contractors K. TRADOC Form 928-R-E L. [Traffic Control Concept] M. [Traffic Control Coordination] N. [DD Form 1354 Draft] O. Specifications: (All Unified Facilities Guide Specification (UFGS) shall be used for this project (https://www.wbdg.org/guides-specifications))

UFC 3-110-03 ROOFING, WITH CHANGE 5

UFGS 01 45 00.00 20 QUALITY CONTROL (HVAC)

UFGS 01 45 00.00 40 QUALITY CONTROL (PROCESS)

UFGS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

UFGS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

UFGS 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

UFGS 01 75 00.00 40 STARTING AND ADJUSTING

UFGS 01 78 00 CLOSEOUT SUBMITTALS

UFGS 02 41 00 DEMOLITION AND DECONSTRUCTION

UFGS 02 42 91 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS

UFGS 02 82 00 ASBESTOS

UFGS 02 83 00 LEAD REMEDIATION

UFGS 05 05 23.16 STRUCTURAL WELDING

UFGS 05 12 00 STRUCTURAL STEEL

UFGS 05 50 14 STRUCTURAL METAL FABRICATIONS

UFGS 06 10 00 ROUGH CARPENTRY

UFGS 07 22 00 ROOF AND DECK INSULATION

UFGS 07 60 00 FLASHING AND SHEET METAL

UFGS 07 92 00 JOINT SEALANTS

UFGS 09 90 00 PAINTS AND COATINGS

UFGS 23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

UFGS 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

UFGS 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

PART 2 - GENERAL REQUIREMENTS

2.1. Basic Guidelines:

2.1.1. Preconstruction Conference - Prior to the start of any construction work an authorized representative of the KO will schedule and conduct a preconstruction conference. The notification will include specific details regarding the date, time, and location of the conference, any need for attendance by sub-Contractors, and information regarding the items to be discussed.

2.1.1.1. The Contractor's Project Manager (PM), Superintendent, and Quality Control Manager (QCM) shall attend this meeting. Minutes of the meeting will be prepared and signed by the Contractor. The minutes shall be sent to the COR for review and approval no later than 24 hours after the meeting.

2.1.2. Construction Documents - Contractor shall have a copy of the Contract, Scope of Work (SOW), Drawings, and specifications at the construction site at all times.

2.1.3. 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, Texas State Law, Occupational Safety and Health Administration (OSHA) regulations, Army and installation regulations.

2.1.4. Contractor Furnished Items - Everything included in this paragraph and its subparagraphs is basic to the contract and should be included in the contract price.

2.1.4.1. The Contractor shall provide all labor, supervision, transportation, vehicles, supplies, equipment, materials and services required to perform work under this contract. The Contractor shall, as necessary, provide all equipment needed to perform the work safely and to meet the requirements herein.

2.1.5. 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."

2.1.6. 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.

2.1.6.1. 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.

2.1.6.2. 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).

2.1.7. 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 personnel listed below are considered essential to the work being performed under this contract. Prior to substituting, removing, replacing, or diverting any of the specified individuals, the Contractor shall notify the KO fifteen (15) working days in advance and shall submit a written request and justification (including proposed substitutions) in sufficient detail to permit evaluation of the impact on this Contract.

The proposed substitution of personnel must meet or exceed the experience and other technical requirements of the personnel being replaced. No change in personnel shall be made by the Contractor without the prior written consent of the KO. However, in urgent situations, as determined or agreed to by the KO, an oral request to substitute key personnel may be approved and subsequently ratified by the KO in writing. Such ratification shall constitute the consent of the KO required by this paragraph. The KO will notify the Contractor within ten (10) working days after receipt of all required information of the decision on the substitution(s). In the event the proposed substitution of key personnel does not meet or exceed the experience and other technical requirements of the personnel being replaced, substitution of acceptable replacements for the individuals as specified below. The key personnel listed below may, with the consent of the contracting parties, be amended during the course of the Contract to either add or remove personnel as necessary:

PM

Superintendent Site Safety and Health Officer (SSHO)/ QCM

2.2.1. PM - The Contractor shall provide a PM.

2.2.1.1. The role of the Construction PM is to be the Government's Point of Contact (POC) for projects and administration of construction. Per project, the PM is accountable for:

2.2.1.1.1. 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.

2.2.1.2. The PM shall possess the following:

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

2.2.1.2.2. 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 project. 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.

2.2.2.1. The Superintendent shall possess the following:

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

2.2.2.1.2. 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 the 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. 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 project who will work simultaneously as the SSHO and QCM. 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.

2.2.3.1. 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.

2.2.3.2. The Safety Manager shall possess the following:

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

2.2.3.2.2. 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.

2.2.3.2.3. 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. 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 project 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.

2.2.4.1. 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.

2.2.4.2. The QCM shall possess the following:

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

2.2.4.2.2. 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. Utilities: The Government will provide electricity and water for Contractor use in conjunction with this contract where available, and commodities will be at no cost to the Contractor. The Contractor shall instruct employees in utilities conservation practices. The Contractor shall be responsible for operating under conditions that preclude the waste of utilities. Contractor shall meter all utilities used and report them to the Sustainability & Energy and Engineering Services Division. To coordinate the use of utilities please contact the COR. The Contractor shall provide its own sources of utilities (water, electricity, etc.) needed to complete the work in the SOW at locations where Government utilities are not available.

2.3.1. Utilities Cutovers and Interruptions - All anticipated utility outages shall be coordinated with 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.

2.3.2. Portable Latrines - The Contractor shall be responsible for furnishing portable latrines and hand washing stations as required by OSHA and American National Standards Institute (ANSI), for the use of employees at such locations as designated by the KO or COR.

2.4. Hours of Operation:

2.4.1. Normal Work Hours - The Contractor shall perform all work during normal work hours. Normal work hours are defined as the time period from 0730 hours (7:30 AM) to 1630 hours (4:30 PM) MDT/MST, Mondays through Fridays except on Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor shall not be reimbursed when the Government facility is closed for the above reasons.

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

2.4.1.2. 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.

2.4.1.3. 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.

2.4.1.3.1. 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.

2.4.1.4. 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.

2.4.2. Approval of Work Outside Normal Work Hours - Work outside regular working hours requires KO approval. Make application fifteen (15) calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the KO may approve work outside regular hours. During periods of darkness, the different parts of the work must be lit in a manner approved by the KO.

2.5. Approval of work other than normal work hours of the military reservation will be based upon the requirements of the task, technical or safety factors and not for the convenience of the Contractor. This is not intended to restrict the Contractor to an 8-hour day if the segment of project requires continuous work until completed because of mission requirements, the technical nature thereof, in the interest of safety, or to prevent damage to the project or other property. The Contractor shall give prior notice of such requirements to the KO. The KO may authorize the Contractor to perform work outside of normal working hours and/or working days. When the Government requires the Contractor to work outside normal hours, the Contractor shall be notified at the onset of the project, but not less than 24 hours in advance.

2.6. Historical Properties: All work performed on historic properties, or within historic districts and view sheds, shall meet the Secretary of Interior's Standards for the Treatment of Historic Properties; AR 200-1: Environmental Protection and Enhancement; the Fort Bliss Integrated Cultural Resource Management Plan (ICRMP); the Fort Bliss Programmatic Agreement for the Management, Operation, and Development of Historic Properties; and all associated regulations. The code of Federal Regulations can be found at eCFR :: 36 CFR Part 68 -- The Secretary of the Interior's Standards for the Treatment of Historic Properties.

2.6.1. The Historic Architecture Program within the Fort Bliss Directorate of Public Works

- Environmental Division (DPW-ED) or DPW-ED Cultural Resource Manager (CRM) shall review and approve the project before any work begins.

All coordination with DPW-ED shall be made through the COR.

2.6.2. The Contractor shall comply with all of the laws, regulations, orders, and procedures governing historic preservation, including the following documents: National Historic Preservation Act of 1966 (NHPA) as amended, and the Integrated Cultural Resource Management Plan (ICRMP) for Fort Bliss. All work done on historic properties, or properties within the view shed of a historic district must be reviewed and approved by Cultural Resource Manager (CRM) Staff prior to start of work. Contact Fort Bliss Historic Architect, for details and requirements. Coordinate with Fort Bliss Historic Architect POC via COR.

2.6.3. The Contractor shall provide maximum protection, take every reasonable means, and exercise care to prevent unnecessary damage to existing historic structures, contemporary structures, landscape plantings, natural features, roads, utilities, and other public or private facilities. Special attention shall be given to historic structures, natural and landscape features of the areas to protect these elements and their surroundings. In addition, Contractor shall remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain and repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the KO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

2.7. Environmental: The Contractor shall perform all work in such a manner as to minimize the polluting of air, water, or land and shall, within reasonable limits, control noise and the disposal of solid waste material, as well as other pollutants. The Contractor shall comply with AR-420-47 Solid & Hazardous Waste Management, Title 40 CFR Part 260 through 273 and with all Federal, State, and local laws and regulations concerning environmental pollution control. Compliance by Subcontractors shall be the responsibility of the Contractor.

2.7.1. Permits:

2.7.1.1. Hazardous Material Abatement - The Contractor shall coordinate all hazardous material removal with the DPW-ED through the COR and execute all projects in strict adherence to the latest installation, Federal, state, and local regulations. Copies of the ten (10) day notification shall be required prior to any abatement. Copies of all clearance reports, air monitoring, and waste manifests shall be required at the completion of the project.

All notifications and records pertaining to hazardous materials shall be submitted to the Fort Bliss Safety Office, Industrial Hygiene Services, COR, and DPW-ED Asbestos and Lead Program Manager.

2.7.1.2. Air Emissions - Construction Operating Permits may be required prior to the installation of a significant, stationary, and/or air emissions source. Possible sources include but are not limited to: boilers, generators, paint booths, baghouses, cyclones, painting operations, wood working operations, welding operations, de-painting or blasting operations, engine test cells, solvent baths/degreasers, fuel storage tanks, or fueling operations.

The air emission units listed above may also require modification to the installation's Title V Permit and cannot be installed nor operated until a permit is issued is issued by the state permitting authority as applicable. Coordinate with the Air Program Manager via the COR for further guidance.

2.7.2. Storm Water Pollution Prevention Plan (SWPPP): If more than an acre is to be disturbed during construction, the Contractor shall submit a SWPPP for approval. Contractor's final SWPPP shall be submitted no later than (NTL) fifteen (15) calendar days after contract award.

2.7.3. Hazardous Materials Requirements:

2.7.3.1. Certification of Asbestos Free Construction. Texas House Bill 1927, effective September 2001, requires a Safety Data Sheet and a signed statement by an architect, engineer or Texas Department of Health Inspector identifying presence of asbestos containing material in all construction building materials (reference Texas Asbestos Health Protection Rules, Section 295.34, Part J). The Contractor shall provide a signed statement a CERTIFICATION form and attached with Safety Data Sheet (SDS) on each construction material (i.e. interior & exterior material of construction including mastic, sealant, roofing felt, roofing coating, non-roofing coating, floor tile and mastic, pipeline wrap, any type of friction material, etc.) and equipment.

2.7.3.2. Hazardous / Regulated Materials. Hazardous materials (new) that are required for the project need to get approval from AFSB-FB through Haz-Mart. The SDS is submitted to Haz-Mart for review and approval.