W90WL521Q0008 0001.pdf

W67G22100601FQ

This requirement is set-aside for Small Businesses.

Abstract:

This solicitation seeks qualified bidders to design and install a new propane, forced air HVAC system w ith DX cooling for Tooele Army Depot Building 1283. The project w ill include the demolition of the old system and the installation of the new system including supply ducts, return ducts, dif fusers, electrical w iring, conduits, propane gas line, regulators and electric heater in the mechanical room. The new HVAC system shall be designed to keep the building at a constant temperature in the w inter and summer months.

Site visits are available for scheduling for the w eek of February 8-11, 2021, betw een 9:00am and 4:00pm. Site Visit Attendees must contact James Drak at (435) 833-2607 or james.m.drak.civ@mail.mil no later than 24 hours prior to each site visit.

The magnitude of this project is estimated to be betw een $100,000 and $250,000.

Davis Bacon Wages are mandatory, accessible at http://w w w .w dol.gov/dba.aspx General Decision Number: UT20210086 01/29/2021

Quotations are due no later than 25 February 2021 at 1:00 pm (MST) Bid Bond shall be included w ith offer submission in accordance w ith FAR 52.228-1 Bid Guarantee.

JAMES M DRAK 435-833-2607

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

03-Feb-2021

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______14 calendar days and complete it w ithin ________120 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, X negotiable. (See _________________________

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

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

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________25 Feb 2021 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

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

B. An offer guarantee X is, is not required.

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

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

TOOELE ARMY DEPOT

CONTRACTING OFFICE CCRI-AAT

1 TOOELE ARMY DEPOT BLDG 510

TOOELE UT 84074-5000

W90WL5

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

01:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

(435) 833-3468FAX:TEL: (435) 833-2616 TEL: FAX:

W90WL521Q0008 72

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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 NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W90WL521Q0008

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot HVAC Install Bldg. 1283

FFP

Design and install a new propane, forced air HVAC system with DX cooling for Tooele Army Depot Building 1283 IAW SOW Section 2.

FOB: Destination

NSN: AASSVC100601FQ

MILSTRIP: W67G22100601FQ

PURCHASE REQUEST NUMBER: W67G22100601FQ

PSC CD: N045

NET AMT

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 120 dys. ANP 1 TOOELE ARMY DEPOT

TRAVIS HOLLIEN

GARRISON OPERATIONS

JMTE-GM

1 TOOELE ARMY DEPOT, BLDG 501

TOOELE UT 84074-5000

435/833-3722 FOB: Destination

W67G22

Section 00100 - Bidding Schedule/Instructions to Bidders

STATEMENT OF WORK

Tooele Army Depot Scope of Work for Construction

Building 1283

Upgrade Heating and Cooling System

20 January 2021

Table of Contents

1.0 INTRODUCTION

2.0 PROJECT DESCRIPTION

2.1 Background/Existing Conditions

2.2 Technical Requirements

2.3 Worksite Cleanup and Employee Safety

2.4 Asbestos Containing Materials

3.0 APPLICABLE DOCUMENTS

3.1 Submittals

4.0 GOV’T-FURNISHED INFO, EQUIP, AND PROPERTY (GFI, GFE, GFP)

5.0 MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

5.1 SCHEDULE

5.2 MEETING AND CONFERENCE REQUIREMENTS

5.3 CONTRACTOR DOCUMENTATION

5.4 NOTIFICATION REQUIREMENTS

5.5 PERMITS

6.0 ENVIRONMENTAL

6.1 General

6.2 Salvage & Recycling

6.3 Geotechnical Issues

6.4 Historical Preservation

7.0 SITE SAFETY

7.1 Safety

7.2 Job Hazard

7.3 Risk Management

7.4 Notice and Acceptance of Hazards

8.0 SITE WORK

8.1 Conservation

8.2 Site Preparation

8.3 Demobilization

9.0 SECURITY AND RESTRICTED AREA

10.0 STANDARD DESIGN CRITERIA

APPENDICIES

APPENDIX A (PHOTOS, FIGURES, ETC.)

1.0 INTRODUCTION

This Statement of Work (SOW) defines the task of a construction and/or engineering activity at Tooele Army Depot (TEAD). This SOW is tailored to identify specific requirements. The Government intends to award on a Firm Fixed Price Contract vehicle.

If applicable, all design services furnished shall be performed under the direct supervision of a licensed Professional Engineer or Architect. The contractor, through its designer, is responsible for the accuracy, adequacy, timeliness and professionalism of the design solutions, and the design documents. The contractor shall ensure design solutions meet the requirements of the contract documents.

The contractor shall be responsible to field verify all dimensions and measurements to ensure accuracy and thoroughly become familiar with the existing conditions prior to submission of bid/quote.

Requirements include efficient project management including accurate, on-time submittals of contract deliverables and timely identification and solution of impediments to successful project execution.

Technical requirements include early involvement in the process to allow for the development of the most cost-effective and technically sound solution. TEAD will rely on the Contractor’s expertise in recognizing and addressing problematic issues and successful execution of this SOW. The Contractor shall perform all work in accordance with Federal, State, and Local Statutes and Regulations.

2.0 PROJECT DESCRIPTION

This SOW is a design/build project to design and install a new propane, forced air HVAC system with DX cooling for Tooele Army Depot Building 1283. The project will include the demolition of the old system and the installation of the new system including supply ducts, return ducts, diffusers, electrical wiring, conduits, propane gas line, regulators and electric heater in the mechanical room. The new HVAC system shall be designed to keep the building at a constant temperature in the winter and summer months.

Demolition will include removing the existing heating system consisting of one propane fired boiler and one electric fired boiler, electrical wiring, expansion tank, supply return piping and hydronic heaters.

The project will also consist of relocating the existing propane tank to the north end of the K-7 spur asphalt. Relocation will include constructing a new concrete pad, bollards, and installing a new propane gas line to the equipment.

2.1 Background/Existing Conditions

Building 1283 is located at Tooele Army Depot North Area in the ammo area of the Depot on K-Line road near the K-7 spur. The building consists of a 3,600 square foot open work area with an open ceiling height of 16 feet, a

272 square foot men’s and women’s restroom and 208 square foot mechanical equipment room. The current heating system for the building is a propane fired boiler and an electric boiler located in the mechanical room.

The boilers feed four hydronic heaters that are located in each corner of the work area and hydronic radiator heaters supply heat to the men’s and women’s restroom. The boiler supply and return piping run from the mechanical equipment room above the men and women’s restrooms and out to an open ceiling work area. The propane tank is located on the northeast side of the building and the electrical panels are located on southeast corner of the building. See Figures 1-3 in Appendix A for project location and building floor plan.

The building is equipped with a wet fire suppression system that runs throughout the building with the fire riser located in the mechanical equipment room.

The current maintenance work performed in the building requires the relative humidity level in the building to be approximately 40% for about four times per day and for around 20 minutes each time. There is a standalone humidifier installed in the work area that operates and achieves the 40% target when operations require higher humidity. The required building temperature for the work that is being performed in the building is between 60 ° F and 80 ° F.

2.2 Technical Requirements

The scope of this project consists of providing all labor, design, engineering and materials to:

1. Demolish the existing propane boiler, associated supply and return piping, hydronic heaters, electrical wiring, and propane supply lines.

2. Demolish the existing electrical boiler, associated supply and return piping, electrical wiring and hydronic radiators. (Some of the existing conduit may remain in place to be used for the new HVAC unit if necessary).

3. Design and install a new package HVAC unit with DX cooling that will meet the requirement of keeping the building between 80 ° F and 60 ° F in the summer and winter months. The cooling coil and refrigerant shall be designed to use R-410A refrigerant.

4. The HVAC unit shall be manufactured by York or a supplier that is equal or similar to York. The contractor shall select an HVAC manufacturer (i.e. York) that supplies parts and services that are readily available to the federal government (i.e York).

5. The contractor shall be mindful of the 40% humidity requirement when performing the design of the HVAC equipment. The HVAC system shall be designed to function as intended while allowing the technicians to maintain the 40% humidity in the building, so as not to interfere with maintenance operations.

6. Design and construct a concrete pad to hold a 1000 gallon propane tank on the north end of K-7 spur. The pad shall have concrete bollards surrounding the tank, and a new propane gas line shall be installed from the pad to the HVAC equipment. The existing bollards and propane line shall be demolished. (The propane tank is owned by the propane contractor on contract with TEAD, therefore propane contractor shall be responsible for removing and relocating the propane tank.)

The contractor shall perform an initial field survey, including inspection of all existing equipment, resulting clearances, and new equipment locations intended to be incorporated into the system. The Contractor shall be held responsible for repairs or modifications necessary to enable the system to perform as intended

2.2.1 Demolition

1. The contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded.

Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work. Energized electrical work SHALL NOT be performed at any time.

2. Prior to boiler demolition, the water supply shall be isolated and the hot water supply and return piping shall be drained and disconnected.

3. Close the propane line supply valve and disconnect the propane line from the boiler.

4. Disconnect and remove all wiring to the boilers and leave all electrical conduit in place so that it can be used on the new equipment unless it is determined, during the design or demolition, that new conduit is needed.

5. Demolish all boiler supply and return piping that runs from the boilers and into the building including the hydronic heaters.

Demolish the boilers, expansion tank, and all associated piping and remove from the mechanical room.

6. Demolish the boiler flue piping that runs through the mechanical room ceiling and repair the hole in the roof. Roof patch material shall match existing metal roof. Repair shall be made to ensure the roof does not leak.

7. Demolish the existing propane line and bollards that are currently installed around the propane tank. Contractor shall be responsible for repairing the asphalt or concrete after removal of the bollards. (The propane contractor on contract with TEAD shall be responsible for removal and relocation of the propane tank before demolition starts. This shall be coordinated by the COR for removal and replacing on the new pad after the new pad is constructed.)

2.2.2 Installation

1. Submit detail drawings in AutoCAD and PDF format showing equipment layout, including assembly and installation details, electrical connection diagrams and ductwork layout for approval before equipment is installed. The new HVAC system shall be designed according to ASHRAE standards.

2. Install materials and equipment in accordance with the requirements of the approved manufacturer's installation instructions. Accomplish installation by workers skilled in this type of work. Perform installation so that there is no degradation of the designed fire ratings of walls, partitions, ceilings, and floors.

3. Furnish the design and labor to install a packaged HVAC system to provide heat and DX cooling to building 1283.

Equipment shall be installed in accordance with the manufacturer’s recommendations.

4. Provide the design and labor to install an electric heater inside of building 1283 mechanical room to prevent the fire suppression system from freezing.

5. The contractor shall construct concrete pad and bollards as needed for placement of the new HVAC equipment.

6. Provide anchor bolts for equipment placed on concrete equipment pads or on concrete slabs. Bolts to be of the size and number recommended by the equipment manufacturer and located by means of suitable templates. Installation of anchor bolts shall not degrade the surrounding concrete.

7. Construct a new concrete pad with bollards for a 1000 gallon propane tank on the north side of K-7 Spur. Concrete pad shall be constructed north of the asphalt. The size of the pad shall be a minimum of 5 ft. x 18 ft. x 6 in deep, 4000 psi concrete with #4 rebar 18” O.C. each way. Similar to the one that is currently in use. The pad site preparation shall be 95% compacted subgrade and a minim of 6” of crushed gravel for the base.

Bollards shall be 6 in dia. X 48” tall, equally spaced approximately every 4 ft. and placed on the west, south and east sides of the tank pad. Setting the new tank, shall be the responsibility of the propane contractor on contract with TEAD.

8. Excavate and Install a new propane line from the new tank pad to the new HVAC unit. The contractor shall be responsible for saw cutting, repair and/or replacement of asphalt, concrete or gravel as a result of trenching. The propane line shall include steel stub-outs at the equipment and propane tank location.

The propane line shall be adequately sized for the equipment and material shall meet the requirements of the international fuel gas code.

9. The contractor shall pressure test the new propane line and have it inspected by the propane contractor before the trench is backfilled. Line inspection, installation of the regulators at the tank and at the HVAC equipment shall be done by the propane contractor on contract with TEAD and coordinated through the

COR.

10. The contractor shall backfill the trenches with the material removed and compact to 95% max. density in 6 inch lifts. In gravel areas, backfill and compact and then provide a minimum of 3” of gravel similar to the surrounding area.

11. Provide startup and leak testing of condenser, refrigerant lines, and propane supply line. Contractor shall coordinate with the COR for equipment startup and function testing, which shall be witnessed by the (COR) and/-or the Constriction Inspector and facilities HVAC technicians.

12. All electrical breakers, disconnects, and panel schedules shall be properly labeled after installation is complete.

13. All electrical instruments, conduit, controls that are installed in the work area of the building shall be classified as class 1, division 1 per the NFPA 70 (National Electrical Code), and the

DA-PAM 385.64.

2.3 Worksite Cleanup and Employee Safety

The Contractor shall ensure that the worksite is cleaned-up daily prior to leaving the site. Protective measures shall be taken by the Contractor to protect the buildings from being damaged during the entire construction process.

The dumpster placement locations of Government supplied dumpsters are limited. The Contractor shall work with the COR for best practice of placement. The Contractor shall ensure that ALL debris goes into the dumpsters. The Contractor shall provide tarps and/or other materials to capture all debris, with NO debris around the perimeter of the buildings associated with this project. Any damage to the facilities by the Contractor shall be repaired by the Contractor at no additional expense to the Government.

The process of removing materials, installing new material, making repairs, and all other work on this project shall not impede the ability of the facility in performing all daily work procedures. The Contractor shall not block any doors at any time during the entire construction process. In the event that such circumstances should occur, the Contractor shall notify the COR. The COR will work with building managers to accommodate the Contractor, to the best of their capability, without sacrificing TEADs employees safety or mission.

2.4 Asbestos Containing Materials

The Contractor shall insure the safe handling and disposal of any asbestos containing materials and maintain that any asbestos related work practices are in accordance with all OSHA, Utah Administrative Code (Rule R307-

801. Utah Asbestos Rule), and Utah State Division of Air Qualities rules and regulations.

An asbestos licensed abatement supervisor who has been certified under, Utah Administrative Code R307-801-6, shall be on-site during asbestos removal/repair project; setup, asbestos removal, stripping, cleaning and dismantling of the project, and other handling of un-containerized regulated asbestos-containing material (RACM). Any other persons performing the asbestos abatement/renovation project shall follow the work practices in Utah Administrative Code R307-801-13.

3.0 APPLICABLE DOCUMENTS

The Contractor shall identify and comply with all applicable Federal, State, and Local Statutes. A partial list is presented at the end of this document. It is the Contractor’s fundamental responsibility to identify and comply with all mandatory Federal and applicable DoD and Army requirements whether or not listed specifically in this document.

3.1 SUBMITTALS

All materials and supplies to be used on this contract shall be submitted for approval prior to the beginning of the contract and after award has been made. Two sets of each requested submittal hard copy shall be provided or one electronic copy. Unless specified otherwise, all submittals (required prior to commencing construction) shall be provided within 21 days of the, Notice to Proceed date. All other submittals are required before project closeout. The Contractor shall send all submittals to the Contracting Officer and Contract Officers Representative for approval. All submittals will be reviewed, approved or annotated with reasons for not being approved and returned to the Contractor within 14 days. The contractor shall resubmit all items not approved, within 14 days after receiving an annotated copy of his submittal package from the Contracting Officer. Re-submittals will be returned to the Contractor within 14 days after being received by the Contracting Officer.

The following submittals are required prior to commencing construction

Work Schedules: After negotiations are complete, a finalized work schedule shall be provided to the Government. The work schedule shall identify major milestones in the project, and percent completion at each milestone.

A. Drawings of equipment and duct design/layout

B. HVAC package unit

C. Electric heater (for mechanical room)

D. Diffusers

E. Duct

F. Thermostat

G. Propane line

The following submittals are required prior to project acceptance.

H. O& M Manuals- of installed equipment submit upon completion of project.

4.0 GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, AND PROPERTY

(GFI, GFE, GFP)

The Government shall provide dumpsters for regular construction debris and recyclable dumpsters for metal debris. All waste shall be evaluated in accordance with 40 CFR 261. If waste is found to be hazardous, it will be handled in accordance with TEAD Hazardous Waste Management Plans found on the TEAD Environmental Management System (EMS). All scrap metal (non-hazardous waste or recyclable material) shall be disposed of by placing in the appropriate Government supplied scrap metal recycle bin. Other items that may be recycled is discussed in the Salvage & Recycling section of this document.

A location for outdoor storage of materials shall be provided by the Government, however the Contractor is responsible to ensure items are locked up to prevent theft and Contractor is responsible for any items left unattended.

5.0 MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

The Contractor shall implement the range of construction and engineering activities specified in this SOW and in accordance with all applicable compliance documents. The Contractor shall supply all labor, equipment, and materials necessary to accomplish the work assigned unless otherwise specified in this SOW. The Contractor shall perform management and planning functions, including performance measurement and fund status reporting, throughout the course of this effort.

5.1 Schedule

The Contractor shall maintain a detailed working schedule that facilitates the management of the project work and provides the capability for early identification of potential schedule impacts. The schedule shall include negotiated baseline dates and current schedule projections. The current schedule shall be maintained and updated at least monthly to accurately reflect program progress and provide realistic forecast projections. The Contractor shall provide schedule updates at either a detailed level or a summary level as requested by the Contracting Officer (PCO) or Project Manager (PM)/COR. Additionally, schedule updates that reflect actual schedule progress shall be submitted on a form approved by the COR.

Specific schedule and report requirements will be identified in each CLIN.

All work shall be in compliance with this SOW document, and the Drawings. The Drawings and SOW for this project have been prepared to supplement each other and shall be interpreted as an integral unit with the items shown on one and not the other being furnished and installed as though shown and called out in both.

During the course of this project, the Contractor is cautioned to take no guidance from any source other than the Contracting Officer (PCO) or the Contracting Officer Representative (COR). The Contractor shall immediately notify the PCO and the COR of any such requests.

Work accomplished on this contract shall meet the National Electric Code (NEC), Uniform Building Code (UBC), National Fire Protection Association (NFPA), and Unified Facilities Criteria (UFC) requirements.

Work Site Availability: TEAD Hours of Operation are available in the Local Specifications in section I, “Clauses”.

5.2 Meeting and Conference Requirements

The Contractor shall perform a site visit and attend a pre-performance conference, preconstruction conference, and/or other meetings necessary to support construction activities. The Contractor also shall attend and support meetings and teleconferences to discuss technical or regulatory issues and project progress and status. The Contractor shall prepare, and submit for review, presentation materials and minutes for meetings and an agenda.

5.3 Contractor Documentation

The Contractor shall create and maintain a Master Document List and/or Submittal Register; including all documents, whether the document is a deliverable or not, which are prepared during the course of this SOW. The Master Document List and its documents shall be maintained in libraries readily available for submittal to the Government.

5.4 Notification Requirements

The Contractor is required to notify the PCO and the PM/COR of critical issues that may affect the contract performance and/or human health and the environment. The types of issues that require notification include, but are not limited to, health risks, spills, changes in critical personnel, and finding unexploded ordnance (UXO). As an example, if UXO were discovered during field activities, the Contractor must immediately stop work, report the discovery to each of the following - the facility Point of Contact (POC), PCO and the PM/COR. The Contractor must implement appropriate safety precautions. Field activities shall not continue until clearance is received from the PCO. On critical issues, verbal notification should be made immediately, followed by written notification as soon as practical.

5.5 Permits

The Contractor shall develop, coordinate, and assist in applying for and obtaining all, Federal, State, Local, and other applicable permits, access (including off-base easements and leases), agreements, licenses, and certifications required to perform and complete this SOW. The Contractor shall maintain a library of these documents at the Contractor’s site office on base as well as the corporate facility handling each SOW. The Contractor shall comply with all applicable permit conditions.

a. Excavation permit

A signed TEAD excavation permit is required before any excavation/trenching/boring work is performed. The permit form can be obtained from the COR. The crew doing the excavation must have a copy of the permit on hand at the time of work being performed. Attendance to an Unexploded Ordinance (UXO) training class is required for all individuals performing excavation work prior to excavation work commencing.

b. Welding, Cutting, and Heat Producing Equipment permit A Match, Flame, and Heat Producing Permit, Form number, TEAD- R 420-1, shall be obtained from the COR. The Contractor shall complete the form and include name(s) of workers and sub- Contractors (if any). The Contractor’s supervisor shall sign the form and obtain approval (assisted by the COR) from: the Safety Office, the Fire, and Emergency Services Division, and, if work is within the Ammunition Area, the Chief of Surveillance Division. No welding or cutting will be allowed without the following;

A daily hot work permit, DA Form 5383-R obtained from the Fire Department, extension 2015

A fire watch A combustible free area A minimum 10 lb., class ABC, Multi-purpose Dry Chemical fire extinguisher All personnel on the job site must understand how to operate the extinguisher

c. Electrical Work permit A seven-day advance written notification is required on all outages and shall be scheduled for the convenience of the Government.

Energized Electrical work SHALL NOT be performed.

d. Dust permits

Per Utah Division of Air Quality:

Any source that is 1/4 acre or greater in size, that has potential to generate fugitive dust, is required to submit a Fugitive Dust Control Plan (FDCP).

The FDCP is required to help sources minimize the amount of fugitive dust generated on site.

"Fugitive dust is particles of soil, ash, coal, minerals, etc., which becomes airborne because of wind or mechanical disturbance. Fugitive dust can be generated from natural causes such as wind or from manmade causes such as unpaved haul roads and operational areas, storage, hauling and handling of aggregate materials, construction activities and demolition activities."

Site:http://www.deq.utah.gov/Compliance/compliance/air/stationarysource/dustco ntrol.htm

The Contractor shall maintain a library of these documents at the Contractor’s site office as well as the corporate facility handling each SOW. The Contractor shall comply with all applicable permit conditions.

e. General Construction Storm Water Permit.

Construction projects that disturb one acres or more (large construction) must be covered under the general construction permit. Coverage under this permit the contractor must be obtained and erosion and sediment controls must be installed prior to any grading activities at a site which will disturb one acres or more per common plan.

Construction projects that disturb greater than or equal to 1 acre and less than 5 acres (small construction) must be covered under the general construction permit. Small construction sites may qualify for a waiver from the permit based on low erosivity at the site. A certification form must be filled out and sent to the DWQ to obtain this wavier

6.0 ENVIRONMENTAL

6.1 General

Tooele Army Depot (TEAD) is committed to environmental excellence. This facility maintains an ISO 14001 conformant system. All contractors/vendors performing work or supplying services/equipment for TEAD are required to comply with all applicable State, Federal and Army environmental regulations.

All contractors/vendors are expected to understand and comply with on-site requirements, as described below. Please understand that these requirements were written to cover the full spectrum of potential contractors/vendors, so they may not fully apply to everyone. This policy letter will be incorporated into all contract statements of work. Contact the EMD at (435) 833-3504 for assistance/clarification, if needed.

a. Air Pollution: Regardless of the source, contractors/vendors shall take all necessary measures to prevent a release into the atmosphere from any air contaminants that may cause a violation of any state or federal regulations or any TEAD policies.

b. Water Pollution: Contractors/vendors must obtain prior approval from the Environmental Management Division (EMD) for discharging any materials into any on-site sanitary sewer system drains, sinks, clean-outs, or sumps.

c. Storm Water Pollution: Contractors/vendors may not discharge any substance or materials into any storm water drain system located at or near TEAD. There are no exceptions. Visitors’ vehicles may not be washed anywhere on site. Storing of materials outside must be kept to a minimum. If materials must be stored outside, prior approval must be obtained from the EMD, the storage area must be kept neat and clean with spill containment, containers must be kept closed, and any material that may present a storm water discharge threat must be stored under cover.

d. Hazardous Materials: Contractors handling, storing and/or otherwise utilizing hazardous materials on depot will not do so without approval of the EMD If approval is granted, all containers must be properly labeled and a Safety Data Sheet must accompany the material. All Hazardous Materials used at TEAD must be reported to the EMD. Hazardous materials will not be stored by the contractor/vendor in 55 gallon containers or larger.

Contractors/vendors will not use or store Class I Ozone Depleting Chemicals on depot. Contractors/vendors will maintain adequate spill response equipment, supplies for the hazardous materials being utilized, and be responsible for the cleanup and containerization of all hazardous material spilled. Excess hazardous materials will be removed from the depot by the contractor when they are no longer required for the contracted task.

e. Solid and Hazardous Waste: Hazardous materials present (e.g.

asbestos, PCBs, lead-based paint. The Contractor is cautioned that materials in and around this project may contain asbestos or be coated with Lead-Based Paint (LBP). The government will make every effort to locate and identify and remove all Asbestos Containing Materials (ACM) and LBP prior to bidding; however, this is not always possible. These materials are often hidden and cannot be discovered until after demolition has begun. The failure of the government to identify all ACM and LBP in no way relieves the Contractor from his legal obligation to comply with state and federal regulations regarding the handling of asbestos, lead, or LBP

Contractors generating solid and/or hazardous waste on depot shall comply with the TEAD Hazardous Waste Management Plan and the TEAD Integrated Solid Waste Management Plan and the conditions listed below:

Contractors performing construction or demolition shall submit a Construction/Demolition Waste Management Plan within 15 days of contract award and prior to initiating any site clearance that complies with the U.S. Army Corps of Engineers Guide Specification for Construction (CEGS) – 01572, Construction and Demolition Waste Management. CEGS-01572 can be downloaded from the USACE publication web site:

http://www.hnd.usace.army.mil/techinfo/cegs/cegstoc.htm.

All solid waste will be accumulated in covered containers (dumpsters) provided by the TEAD or in a manner that prevents the release of the waste to the environment. Office or shop containers are to be provided by the contractor. Recyclable material shall be recycled whenever feasible. TEAD will provide bins for recyclable metals. See next Section, 6.1, for further details.

All contractors generating hazardous waste will accumulate hazardous waste in containers with labels that will be provided by the EMD; at locations approved by the EMD; and transport hazardous waste to the TEAD EMD 90-day yard within 72 hours of the hazardous waste container being filled or exceeding 55 gallons whichever comes first. The EMD will manage and be responsible for the off-site disposal of hazardous waste.

Access to all waste accumulation points shall be provided to the EMD for inspections and/or sampling for waste characterization purposes.

6.2 Salvage & Recycling

Tooele Army Depot’s goal is to divert at least 60% (by weight) of construction and demolition (C&D) material from the landfill by recycling materials that can be REASONABLY recycled in the Local area. This may include metals, wood, concrete, CMU, milled asphalt, rock, etc.

Metal: including steel, aluminum, brass, etc shall be placed in TEAD provided recycle dumpsters. These dumpsters will be weighed and transported by others.

Concrete, CMU, milled asphalt, rock, wood: These items shall be placed in Contractor provided containers and weighed on the Depot scale before off-site removal and transport. These must be free of asbestos or other hazardous materials. Reinforcing bar and mesh do not require removal.

6.3 Geotechnical issues (e.g. contaminated soil, ground water, etc.)

It is not anticipated that this project will affect geotechnical issues

6.4 Historical Preservation

It is not anticipated that this project will affect historical issues

7.0 SITE SAFETY

7.1 SAFETY

A. The contractor shall provide and maintain work environments and procedures which will:

1. Safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities;

2. Avoid interruptions of Government operations and delays in project completion dates; and

3. Control costs in the performance of this contract.

B. For these purposes on contracts for construction or dismantling, demolition, or removal of improvements, the Contractor shall:

1. Provide appropriate safety barricades, signs, and signal lights;

2. Comply with the standards issued by the Secretary of Labor at 29 CFR part 1926and 29 CFR part 1910; and

3. Ensure that any additional measures the Contracting Officer determines to be reasonably necessary for the purposes are taken.

C. If this contract is for construction or dismantling, demolition or removal of improvements with any Department of Defense agency or component, the Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385–1–1, in effect on the date of the solicitation.

D. Whenever the Contracting Officer becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of the public or Government personnel, the Contracting Officer shall notify the Contractor orally, with written confirmation, and request immediate initiation of corrective action.

This notice, when delivered to the Contractor or the Contractor’s representative at the work site, shall be deemed sufficient notice of the non-compliance and that corrective action is required. After receiving the notice, the Contractor shall immediately take corrective action. If the Contractor fails or refuses to promptly take corrective action, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor shall not be entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order issued under this clause.

E. The Contractor shall insert this clause, including this paragraph (e), with appropriate changes in the designation of the parties, in subcontracts.

7.2 JOB HAZARD ANALYSIS (DA PAM 385-10, 4-4)

A. The Prime Contractor shall submit a job hazard analysis of each major phase of work prior to entering that phase of activity. The analysis shall include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and shall identify proposed methods and techniques to be encountered for accomplishing each phase in a safe manner. The Prime Contractor shall take active participation in the Job Hazard Analysis, including the subcontractor’s work. Prior to start of the actual work, a meeting shall be held with the Prime Contractor, Government, and affected subcontractors to review the Job Hazard Analysis. In addition, job site meetings shall be held to indoctrinate foreman and workers on details of this analysis.

B. Construction contracts will include the requirement for the contractor to have a site specific safety plan. The plan will be tailored to the project, based on the size and complexity of the construction to be accomplished.

A typical safety plan will address such issues as, but will not be limited to:

1. The company’s safety and health policy.

2. Company safety inspections of the job site.

3. Use of personnel protective equipment (PPE).

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

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).

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

7. Special hazards.

8. Hazardous materials (chemical, gases, asbestos, and so on).

9. Confined spaces.

10. Lockout tag procedures and so on.

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

12. Emergency procedures.

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

14. Post where communication devices (that is, phones) are located with appropriate phone numbers posted.

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

16. The plan will identify the person with lead responsibility for safety, where protective equipment may be obtained (for example, furnished by the company or required to be provided by the employee, or combination thereof), and the procedures for reporting a safety hazard.

17. Frequent and regular contractor internal job site inspections should focus on identifying and removing hazards. Whenever possible the inspection will serve as the basis for identifying where hazards have developed or are likely to develop. Based on these inspections the first objective will be to:

a. Eliminate the hazard or if that is not possible to determine the best means of mitigating the hazard through work procedures, PPE, or other safety equipment.

b. Observe workers to determine if they are using required safety equipment and that the safety equipment meets OSHA standards. Additional training should be provided to the workers as required to eliminate deficiencies found during the site inspections.

c. These reports should be required to be retained by the contractor and available for review by the Government as required.

d. The Contractor’s Safety Plan will explain the disciplinary process that will be followed when the contractor job inspections find violations to the safety rules. The disciplinary process should be included in the employee’s training and reviewed during regular safety briefings.

(1) The Government will review the Contractor’s Safety Plan for adequacy, completeness and compliance with OSHA and EM 385–1–1 requirements.

(2) During site visits and inspections, the contractor’s compliance with the safety plan, regulatory safety requirements, and accepted practices will be observed.

(3) Safety violations will be documented and provided to the contracting officer for transmittal to the contractor who will be required to take corrective action.

(4) Depending upon the severity of the findings, follow-up inspections to determine that specific deficiencies have been corrected may be required.

e. Regular quality assurance inspections by the contracting officer’s representative will include review of the findings to verify that they have been corrected, or are progressing on schedule. If it is determined that the contractor is not delivering the level of safety that is required by the contract, the contracting officer will take necessary actions to attain improve contractor performance. All disincentives normally used for nonperformance in other contract areas should be considered for unresolved safety program deficiencies.

f. A hazard analysis will be performed by the contractor for all major definable phases of work. This analysis will identify all hazards associated with the work progress through the phase and describe how those hazards will be controlled. Normally the analysis is performed by someone knowledgeable of the phase of the work such as the foreman or seasoned journeyman skilled labor. The analysis will be reviewed and signed off by a competent person (when required by OSHA) or a safety and occupational health professional.

g. The hazard analysis will be the basis for preoperational briefings by supervision to the construction force so that everyone understands the hazards involved and the controls put into place. The hazard analysis will also drive the content of regular safety tool box meetings as the work progresses.

7.3 RISK MANAGEMENT (DA PAM 385-30)

A. The Contractor may refer to the following Figures and Tables found in DA

PAM 385-30 when preparing a job analysis report:

7.4 Notice and Acceptance of Hazards

(a) If work is to be done in an ammunition area, the Contractor shall ensure its employee’s sign the Notice and Acceptance of Hazards.

DEPARTMENT OF THE ARMY

TOOELE ARMY DEPOT

TOOELE, UT 84074-5003

Notice and Acceptance of Hazards In Accordance with DA PAM 384-64 and DESR 6055.09

You will be entering an explosion hazard area. Hazards may include: danger of death, serious injury and risk of loss or damage to equipment. Do not stay longer than necessary.

By signing, you acknowledge and accept the potential risks.

Print (Last, First, Middle Initial) Date

Sign Date

8.0 SITE WORK

The Contractor shall coordinate work site activities to ensure the protection of human health and the environment; the prevention of damage to property, utilities, materials, supplies, and equipment; and the avoidance of work interruptions. The Contractor shall perform site work required under this SOW in compliance with the following.

8.1 Conservation

Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, monitoring and other types of wells, and the general site environment. This includes the protection of trees, shrubs, and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. The Contractor is required to replace and restore to the original condition – the exterior landscaping all around the building where such areas are damaged and or impacted by the Contractor’s operations. This includes repair and restoration of the underground sprinkler system. If appropriate, the Contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work. All fill materials shall be non-contaminated. The Contractor shall conduct all operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone-depleting chemicals, generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and decommission systems necessary to control storm water run-on and runoff; and transport surface water drainage to a treatment plant, discharge location, or any other destination.

8.2 Site Preparation

The Contractor shall perform site work as necessary to prepare sites for construction activities. Security and access controls shall be implemented to prevent unauthorized entry to sites and to protect wildlife from site exposure.

The Contractor shall survey existing utilities to determine adequacy and need for modifications to support site activities. The Contractor shall obtain appropriate approvals and shall construct connections or new systems for electrical power, water, sewer, gas distribution, telephone, and other utilities, as required, to accomplish the activities specified in this SOW. Provide protective perimeter fencing around the work areas to prevent people intrusion into construction zone areas. This includes the Contractor’s laydown and staging areas.

8.3 Demobilization

The Contractor shall decommission facilities as necessary, and restore the site. The Contractor shall remove any temporary facilities and implement erosion control measures such as seeding, mulching, sodding, and erosion control fabrics; restore roads, structures, and…