SOW and Technical Specs RFQ W912C320T0003_Data Vault Repairs_29 July 2020.docx

STATEMENT OF WORK (SOW) AND TECHNICAL SPECIFICATIONS

DATA VAULT REPAIRS (UNDERGROUND COMMUNICATIONS ROOM)

FORT BUCHANAN, PR

TABLE OF CONTENTS

Division 00 01 15 List of Drawings

Division 01 - General Requirements

Division 02 - Existing Conditions

Section 02 41 00 Demolition

Division 03 –Concrete

Section 03 30 53 Miscellaneous Cast in Place Concrete

Division 07 Thermal and Moisture Protection

Section 07 92 00 Joint Sealants

Division 09 Finishes

Section 09 96 00 High Performance Coating

Division 22 – Plumbing

-- End Table of Contents –

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

1- T-1 TITLE SHEET, LOCATION MAPS, ABBREVIATIONS AND INDEX OF DRAWINGS

2- EX-1 EXISTING DATA VAULT PLAN, ELEVATIONS & NOTES

3- SI-1 DATA VAULT NEW WORKS DETAILS, ELEVATIONS & NOTES

1.3 REFERENCE DRAWINGS;

The reference drawings are intended only to show the existing site condition. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. Information on procuring these drawings may be obtained from the Contracting Officer.

-- End of Document --

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 not used

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Provide labor, equipment, materials, insurances, supervision, incidentals and transportation necessary to perform the work in connection with "Data Vault Repairs at Building 376, Fort Buchanan, PR". The work includes applying material for sealing the interior surface of the walls, floor and ceiling, including repair and sealing construction joint, cracks and conduits end bells with water infiltration problems. The project also shall include replacing the sump pump, PVC pipes and accessories, upgrading the concrete floor pit. In addition the existing concrete floor has water soaking problems, by this reason the contractor shall include repair floor slopes to drive the water to the sump pit. All in accordance with the project drawings and technical specs including.

The renovation work shall be conducted in accordance with applicable codes, DIVISION 02- EXISTING CONDITION and Unified Facility Criteria's as identified herein, UFC 1-200-01 DoD Building Code, UFC 1-300-02 United Facilities Guide Specifications, UFC 3-420-01 Plumbing Systems.

1.2.2 Location;

The work is located at Building 376, Patriot Boulevard’s intersection with Memorial Drive, Fort Buchanan, PR. The exact location is shown in the Project Drawings.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer’s Representative (COR) a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 DEMOLITION WORKS:

Project shall include materials, labor, supervision, services, equipment and tools required for the construction works. Contractor shall perform selected demolition, and disposal works indicated in drawings EX-1 in accordance with attached Specifications in DIVISION 02, EXISTING CONDITIONS indicated in the TABLE OF CONTENTS: SECTION 02 41 00, DEMOLITION.

1.5.1 Cut, demolish and remove the existing concrete pit in order to install the new sump basin. See drawing for exact location.

1.5.2 Remove existing sealing materials from joints and clean to receive the new sealing material.

1.5.3 Remove the existing Styrofoam sealant from the conduits end bell to create enough space for the new sealant application.

1.5.4 Clean and remove dirt, grease, and any other material at walls interior surface that are not integral part of the concrete walls

1.5.5 Remove existing submersible pumps with PVC pipes up to roof concrete slab, including pipes accessories.

1.6 NEW WORKS

Project shall include materials, labor, supervision, services, equipment and tools required for the construction works. Contractor shall perform all works indicated in drawing Sheets SI- in accordance with following Specifications;

1.6.1 DIVISION 03, CONCRETE, indicated in the TABLE OF CONTENTS: SECTION 03 30 53, MISCELLANEOUS CAST-IN-PLACE-CONCRETE.

a) Construction of new reinforced concrete sump pit where the submersible pump will be located. See drawings for details.

b) Repair of the concrete floor slopes to drive the water to the sump pit. Contractor shall use cement base product with the corresponding additives and bonding product to assure new slope surface.

1.6.2 DIVISION 07, THERMAL AND MOISTURE PROTECTION indicated in the TABLE OF CONTENTS: SECTION 07 92 00, JOINT SEALANTS.

a) Install backer rod (where needed) and apply polyurethane sealant water proofing at construction/ expansion joint.

1.6.3 DIVISION 09, FINISHES indicated in the TABLE OF CONTENTS: SECTION 09 96 00, HIGH PERFORMANE COATING

a) Sealing interior concrete walls, floor, and ceiling to avoid water infiltration caused by heavy rain event (floods), by others manholes connected to the vault by conduits, in the case that potable water pipes will be broken and any other emergency situation that may provoke water to enter in data vault. The sealing material shall be polymer-modified, cement based system for waterproofing becomes an integral part of the wall and waterproofs the negative or positive side through a crystallization process. The bonding agent product shall be used to improve adhesion, flexibility and reduces the permeability of the system.

1.6.3 DIVISION 22 PLUMBING indicated in the TABLE OF CONTENTS: SECTION 22 00 00 PLUMBING GENERAL, 22 14 29.00 40 SUMP PUMP.

a) Supply and install pipes and fittings to connect the new submersible pump to existing PVC underground pipes to discharge sewage to the outside of the vault. Include a check valve to prevent water returning when the pump goes out.

b) The project include the installation of industrial type submersible pump with float operated (NEMA 6) 2 pole switch, cast iron construction, stainless steel bolts, handles, guard, arm & seal assembly, corrosion resistant powdered coated, hermetically sealed automatic reset thermal overload protection, upper & lower sleeve bearing running in bath of oil, carbon & ceramic shaft seal, passes 2” spherical solids, NPT discharge.

c) The submersible pump shall be installed in 18” height by 22” DIA Basin structural foam construction, corrosion resistant.

d) Discharge pipes and accessories shall be PVC schedule 40, including one backflow prevent double disc check valve made of PVC type I, ASTM D 1784 Cell Classification 12454, true union design allows easy removal from system without breaking down piping connections, meets ASTM and NSF Standards.

1.7 ENGINEERING:

a) The contractor shall provide the products in submittals for government revision and approval.

b) All work shall be in accordance with (IAW) the most current edition in effect 30 days before the solicitation is issued, to include:

I. The International Building Code.

II. National Electrical Code.

III. National Fire Protection Agency requirements.

IV. Installation Design Guide.

c) Implied specifications: When specifications are not furnished the standards of work shall be IAW Industry Standards and Unified Facilities Guide Specifications (UFGS 01 11 00 Summary of Work).

1.8 PREPARATION:

Contractor shall perform all work in accordance to the technical specifications. Contractor shall provide any deviations of the contract requirements to the attention of the Contracting Officer for review/consideration by the Government.

1.9 CODES AND STANDARDS

1.9.1 GENERAL:

The project shall be constructed in accordance with the applicable codes, standards, design parameters or regulations noted in this section or other sections in the Statement of Work. In the event of conflict between codes, standards, or regulations, the most stringent requirement shall apply.

Reference to standard specifications of any technical society, organization, or association, or to codes, manuals or regulations of Federal, State, or local, authorities shall mean the latest standard, code, manual, regulation, specification, or tentative specification adopted and published at least 30 days prior to issuance of the solicitation, unless specifically stated otherwise.

The reference of any code or standard listed below to the "building official" or the authority having "jurisdiction" or "governmental authority" shall be interpreted to refer to the Contracting Officer as being the authority for code interpretation.

1.9.2 BASIC REQUIREMENTS:

GENERAL: Construction shall be in accordance with the following codes, standards, and regulations. The most stringent shall govern when differences occur.

Building, Structural, Plumbing and Mechanical Codes: the 1994 edition of the Standard Building, Plumbing and Mechanical Codes and the Puerto Rico State Building, Plumbing and Mechanical Codes.

Applicable OSHA Standards and Regulations.

Uniform Federal Accessibility Standards and ADA Standards, whichever is stricter.

1.9.3 STRUCTURAL: In addition to the general requirements stated above, the construction will meet the latest editions of the following codes, standards, and specifications:

The Aluminum Association, "Specifications for Aluminum Structures."

American Concrete Institute (ACt), "ACI-SSO, Building Code Requirements for Masonry Structures."

American National Standards Institute (ANSI), "American Standard Building Code Requirements for Reinforced Masonry."

American Welding Society (AWS), "Structural Welding Code."

American Society for Testing Materials (ASTM) as noted.

National Concrete Masonry Association (NCMA), "Specifications for the Design and Construction of Load Bearing Concrete Masonry."

1.9.4 ARCHITECTURAL: In addition to the general requirements stated above, the construction shall provide, as indicated, for the physically handicapped (interior and exterior), in accordance with "Uniform Federal Accessibility Standards" and the Americans with Disabilities Act (ADA), whichever is stricter.

1.10 TECHNICAL ORGANIZATIONS AND REGULATORY AGENCIES:

Throughout the Construction Industry including master specification guides developed by United States Army Corps of Engineers, Construction Specifications Institute and the American Institute of Architects, certain acronyms and/or abbreviations are used to refer to various technical and regulatory organizations which provide standards for their respective trade. The following acronyms and abbreviations are defined to mean the listed organization, and are provided for the Contractor's convenience. Both names and addresses are subject to change, and are not guaranteed to be up-to-date. Where no other standard or specification is provided, the standards of these organizations apply to this contract unless otherwise specified.

Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 202-862-6100

AAMA American Aluminum Manufacturers Association 35 East Wacker Drive Chicago, Illinois 60601 312-782-8256

AASHTO American Association of State highway and Transportation Officials 444 North Capitol Street 9 Washington, D.C. 20001 202-624-5800

ACI American Concrete Institute Box 19150, Redford Street Detroit, Michigan 48219 313-523-2600 "Building Code Requirements for Reinforced Concrete"

AGA American Gas Association 1515 Wilson Boulevard Arlington, Virginia 22209 703-841-8400

AI Asphalt Institute Asphalt Institute Building College Park, Maryland 20740

AAN American Association of Nurserymen 1250 I Street, Suite 500 Washington, DC 20005 202-789-2900 "American Standard for Nursery Stock"

A.ATCC American Association of Textile Chemists and Colorist P.O. Box 12215 Research Triangle Park, NC 27709 919-549-8141

ACIL American Council of Independent Laboratories 1725 K. Street Washington, DC 20006 202-659-3766

ACPA American Concrete Pipe Association 222W. Las Colinas Blvd. Suite 641 Irving, TX 75039-5423 972-506-7216 "Concrete Pipe Design Manual"

ACPPA Asbestos Cement Pipe Producers Association

ADC Air Diffusion Council 435 N. Michigan Avenue Chicago, IL 60611 312-527-5494

AGA American Gas Association 1515 Wilson Blvd.

Arlington, VA 22209 703-841-8400

AHAM Association of Home Appliance Manufacturers 20 N. Wacker Drive Chicago, IL 60606 312-984-5800

AIA American Institute of Architects 1735 New York Avenue, NW Washington, DC 20006 202-626-7300

AIA American Insurance Association 85 John St.

New York, NY 10036 212-433-4400

AISC American Institute of Steel Construction 400 N. Michigan Avenue Chicago, IL 60611 312-670-2400 "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings' and "Code of Standard Practice for Steel Buildings and Bridges."

AISI American Iron and Steel Institute 1000 16th St., NW.

Washington, DC 20027 202-452-7100

AITC American Institute of Timber Construction 333W. Hampden Avenue Englewood, Co 80110 303-761-3212

AMCA Air Movement and Control Association 30W. University Drive Arlington heights, IL 60004 312-394-0150

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

APA American Plywood Association P.O. Box 11700 Tacoma, WA 98411 206-565-6600

ARI Air Conditioning and Refrigeration Institute 1501 Wilson Blvd.

Arlington, VA 22209 706-524-8800

ASC Adhesive and Sealant Council 1500 Wilson Blvd.

Arlington, VA 22209 703-841-1112

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, VA 20191-4400 703-295-6000

ASHRAE American Society of Heating, Refrigeration & Air Conditioning Engineers 1791 Tullie Circle NE Atlanta, GA 30329 404-627-8400

ASLA American Society of Landscape Architects 1732 Connecticut Avenue, N.W.

Washington, DC 202-466-7730

ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 212-644-7722

ASPE American Society of Plumbing Engineers 15233 Ventura Blvd.

Sherman Oaks, CA 91403

ASSE American Society of Sanitary Engineers P.O. Box 9712 Bay Village, OH 44140 216-835-3040

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, Virginia 20191-4400 703-295-6000

ASTM American Society for Testing and Materials 1916 Race St.

Philadelphia, PA 19130 215-299-5400

AWI Architectural Woodwork Institute 2310 S. Walter Reed Dr.

Arlington, VA 22206 703-671-9100

AWPA American Wood-Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 301-652-2109

AWPB American Wood Preservers Bureau

225. Randolph Street Arlington, VA 22206 703-931-8180

AWPI American Wood Preservers Institute 1945 Old Gallows Road #550 Vienna, VA 22182 703-893-4005

AWS American Welding Society 550 Leiune Road Miami, FL 33135 05-642-7090

AWWA American Water Works Association 6666 Quincy Avenue Denver, CO 80235 303-794-7711

BHMA Builder's hardware Manufacturers Association (c/n TGAM) 60 East 42nd Street, Room 1807 New York, NY 10017 212-682-8142

BIA Brick Institute of America 11490 Commerce Park Drive Reston, VA 703-620-0010 'Recommended Building Code Requirements for Engineered Brick Masonry'

CDA Copper Development Association 405 Lexington Avenue New York, NY 10017 212-953-7300

CISPI Cast Iron Soil Pipe Institute 1499 Chain Bridge Road McLean, VA 22101 703-827-9177

COE U.S. Army Corps of Engineers 475 Harrison Ave, Ste 202 Panama City, FL 32401 850-763-0717

CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago, IL 60601 312-372-5059

CS Commercial Standard of NBS (U.S. Dept. of Commerce) Government Printing Office Washington, DC 20402

DEP Florida Department of Environmental Protection 160 Governmental Center Pensacola, FL 32501-5794 850-444-8300

DHI Door and Hardware Institute 7711 Old Springhouse Rd.

McLean, VA 703-556-3990

EIA Electronic Industries Association 2001 Eye Street, NW Washington, DC 20006 202-457-4900

EPA Environmental Protection Agency

FCC Federal Communications Commission 1919 M Street NW Washington, DC 20554 202-632-7000

FDOT Florida Department of Transportation District 3 (Destins local district) 1074 Highway 90 East Chipley, Florida 32428 850-638-0250

FDOT Florida Department of Transportation Central Office 605 Suwannee Street Tallahassee, Florida 32399

FCI Fluid Controls Institute P.O. Box 3954 Tequesta, FL 33458 305-746-6466

FGMA Flat Glass Marketing Association 3310 Harrison Topeka, KS 66611 913-266-7013

FHA Federal Housing Administration (U.S. Dept. of HUD) 4517 Seventh St., SW Washington, DC 20201 202-7557353

FM Factory Mutual Engineering Corp.

Norwood, MA 02062

FS Federal Specification (General Services Admin.)

Building 197 Washington Navy Yard, SE Washington, DC 20407

FTI Facing Tile Institute Box 8880 Canton, OH 44711 216-488-1211

GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201 312-491-1744

HPMA Hardwood Plywood Manufacturers Association 1852 Michael Faraday Drive Reston, VA 22090 703-435-2900

IA The Irrigation Association 1911 N. Fort Myer Drive Suite 1009 Arlington, VA 22209 703-524-1200

ES Illuminating Society of North America 345 E. 47th Street New York, NY 10017 212-644-7926 "Lighting Handbook"

IEEE The Institute of Electrical and Electronic Engineers, Inc.

345 East 47th Street New York, NY 10017 (ANSI C2-1990)

ILI Indiana Limestone Institute of America Stone City Bank Bldg.

Bedford, IN 47241 812-275-4426

IPCEA Insulated Power Cable Engineers Association

IRI Industrial Risk Insurers 85 Woodland Street Hartford, CT 06102 203-525-2601

MBMA Metal Building Manufacturer's Association 1300 Sumner Avenue Cleveland, OH 44115 216-241-7333

MCAA Mechanical Contractors Association of America 5530 Wisconsin Avenue Washington, DC 20015 202-654-7960

MIA Marble Institute of America 22505 State Street Farmington, Ml 48024 313-476-5558

MIL Military Standardization Document (U.S. Dept. of Defense) Naval Publications and Forms Center Philadelphia, PA 19120

MLSFA Metal Lath/Steel Framing Association 221 N. LaSalle Street Chicago, IL 60601 312-346-1600

MSS Manufacturers Standardization Society of the Value and Filling Industry 127 Park Street, NE Vienna, VA 221 80-4602 703-281-6613

NAAMM The National Association of Architectural Metal Mfgrs.

221 N. LaSalle Street Chicago, IL 60601 312-346-1600

NAPF National Association of Plastic Fabricators 1701N St., NW Washington, DC 20027 202-656-8874

NAPHCC National Association of Plumbing-Heating-Cooling Contractors P.O. Box 6808 Falls Church, VA 22046

NBGQA National Building Granite Quarries Association 202 S. Third Avenue Cold Springs, MN 55107

NBS National Bureau of Standards (U.S. Dept. of Commerce) Gaithersburg, MD 20234

NCMA National Concrete Masonry Association P.O. Box 781 Herndon, VA 22070 703-435-4900 "Specification for the Design and Construction of Load-bearing Concrete Masonry"

NEBB National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22181 703-734-3840

NEC National Electric Code (by NFPA)

NECA National Electric Contractors Association 7315 Wisconsin Avenue Washington, DC 20014 202-657-3110

NEII National Elevator Industry, Inc.

600 Third Avenue New York, NY 10016 212-986-1545

NEMA National Electrical Mfg. Association 2101 L. Street, NW Washington, DC 20037 202-457-8400

NESC National Electrical Safety Code (IEEE)

NFPA National Fire Protection Association Battery March Park Quincy, MA 02269

NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, DC 20027 202-797-5800

NHLA National Hardwood Lumber Association P.O. Box 14518 Memphis, TN 38104 901-377-1818

NAPA National Particleboard Association 2306 Perkins P1.

Silver Springs, MD 20910 301-587-2204

NSF National Sanitation Foundation 3745 Plymouth Road Ann Arbor, Ml 48106 313-769-8010

NTMA The National Terrazzo and Mosaic Association 3166 Des Plains Avenue Des Plains, IL 60018 312-635-7744

NWMA National Wood Manufacturers Association 205 West Touhy Avenue Park Ridge, IL 60068 312-823-6747

OSHA Occupational Safety Health Administration (U. S. Dept. of Labor) Government Printing Office Washington, DC 20402

PCI Prestressed Concrete Institute 20 N. Wacker Drive Chicago, IL 60606 312-346-4071 Manual 1 for Quality Control for Plants and Production of Prestressed Products" (MNL116-70)

PDI Plumbing and Drainage Institute 5342 Blvd. Place Indianapolis, IN 46208 731 -251-5298

PEI Porcelain Enamel Institute 1111 N. 19th Street Arlington, VA 22209 703-527-5257

PS Product Standard of NBS (U.S. Dept. of Commerce) Government Printing Office Washington, DC 20402

RCRBSJ Research Council on Riveted and Bolted Structural Joints "Specification for Structural Joints using ASTM A325 or A490 Bolts"

RFCI Resilient Floor Covering Institute 1030 15th St., NW Washington, DC 20005 202-833-2635

RIA Redwood Inspection Service (Grading Rules) 627 Montgomery San Francisco, CA 94111

SAMA Scientific Apparatus Makers Association 1101 16th St., NW Washington, DC 20027 202-223-1270

SBCCI Southern Building Code Congress International, Inc.

900 Montclair Road Birmingham, Alabama 35213-1853 205-591-1853 "Standard Building, Plumbing and Mechanical Codes"

SDI Steel Deck Institute P.O. Box 3812 St. Louis, MO 63122 314-965-1741

S.D.I. Steel Door Institute 712 Lakewood Cot. N.

Cleveland, OH 44107 216-226-7700

SHLMA Southern Hardwood Lumber Manufacturers Association 805 Sterick Blvd.

Memphis, TN 38103 901-525-8221

SIGMA Sealed Insulating Glass Manufacturers Association 111 E. Wacker Drive Chicago, IL 60601 312-644-6610

SJI Steel Joist Institute 1703 Parham Road Richmond, VA 23229 804-286-3071 "Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders, 40th Edition", "Recommended Code of Standard Practice for Steel Joists and Joist Girders", "Diaphragm Design Manual", and "Steel Roof Deck Design Manual"

SMACNA Sheet Metal & Air Conditioning Contractors National Association 8224 Old Courthouse Road Vienna, VA 22180 703-790-9890

SPIB Southern Pine Inspection Bureau (Grading Rules) 4709 Scenic Hwy.

Pensacola, FL 32504 904-434-2611

SSPC Steel Structures Painting Council 4400 5th Avenue Pittsburg, PA 15213 412-578-3327

TCA Tile Council of America P.O. Box 326 Princeton, NH 08540 609-921-7050

TI MA Thermal Insulation Manufacturers Association 7 Kirby Plaza Mt. Kisco, NY 10549 914-241-2284

TPI Truss Plate Institute 2400 F. Devon Avenue Des Plains, IL 60062 312-625-7700

UBC Uniform Building Code, International Conference of Building Officials 5270 South Workman Mill Road Whittier, CA 90601

UL Underwriters Laboratories 333 Pfingsten Road Northbrook, IL 60062 312-272-8800

UFAS Uniform Federal Accessibility Standards

USACE U.S. Army Corps of Engineers Headquarters 20 Massachusetts Avenue NW Washington, D.C. 20314-1000 (202) 761-0660

WCLB West Coast Lumber Inspection Bureau (Grading Rules) P.O. Box 2315 Portland, OR 97223 503-639-0651

WIC Woodwork Institute of California 1833 Broadway Fresno, CA 93733 209-233-9035

WRI Wire Reinforcement Institute 8271-A Greensboro Drive McLean, VA 22102 703-790-9790

WSFI Wood and Synthetic Floor Institute 2400 F. Devon Avenue Des Plains, IL 60018 312-635-7700

WWPA Western Wood Products Association (Grading Rules) 1500 Yeon Bldg.

Portland, OR 97204 503-224-3930

WWPA Woven Wire Products Association 108W. Lake Street Chicago, IL 60601 312-332-6502

WPCF Water Pollution Control Federation Manual of Practice No. 9, Design and Construction of Sanitary or Storm Sewers

1.11 CONTRACTOR ACCESS AND USE OF PREMISES

1.11.1 Activity Regulations

The Contractor shall ensure his personnel employed on base become familiar with and obey base regulations. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.11.2 Protection of Premises

The Contractor shall take all necessary precautions to protect the Government and private property from damage as a result of his operations. Existing property damaged shall be promptly restored, repaired or replaced to its original condition by the Contractor at his own expense.

1.11.3 Access Roads

The Contractor shall at all times refrain from the use of any roads, grounds, or other facilities which have not been specifically authorized for his use.

1.11.4 Contractor Personnel Requirements

a) Notwithstanding the provisions of the General Clauses entitled "Identification of Employees 1965 Jan", the Contractor will be required to coordinate with the Contracting Officer, background checks and clearance for his personnel in order to have access to the military installation and the job site. Contractor is responsible for providing adequate identification of his personnel while accessing the military installation.

b) AT Level I Training. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable and annually thereafter. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 05 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

c) Access and general protection/security policy and procedures. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

d) Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

e) iWatch. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 05 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

1.11.5 Temporary Pass

A DD Form 369 for each personnel shall be submitted to the Contracting Officer in order to obtain a temporary pass/access. This pass is valid for the duration of project. All Contractors' personnel shall wear clothing and/or identification badges identifying them as company employees.

1.12 Contractor Project Guaranty;

Project civil, electrical and mechanical system/components installation, workmanship, parts, labor, integrity, and service costs shall be warranted for a period of not less than one year from the date of Government final acceptance. Contractor shall refer to each Technical Specification for specific warranty terms.

1.13 Project scheduling:

Contractor shall develop a work plan and properly coordinate the project construction and execution to minimize adverse personnel daily operations. Plan shall be discussed and approved by the Contracting Officer with the recommendation of the Contracting Officer's Representative (COR).

1.13.1 Project execution:

Prior to submitting a project work schedule, contractor shall establish a draft/preliminary work schedule/plan and properly coordinate all minor construction work. Plan shall be discussed and approved by the Contracting Officer with the recommendation of the Contracting Officer's Representative (COR).

1.13.2 Project Phasing:

A Single Phase and Sequence shall be considered by Contractor for project development. The Government is to turn Building areas in to contractor empty of furniture, modular partitions/cubicle desks and stored equipment and materials. Military and/or Civilian Personnel will not be working in this areas during contract performance.

1.14 OTHER PROJECT REQUIREMENTS AND CONSIDERATIONS:

a) The contractor shall comply with, safety program, required insurance and Post regulations.

b) All work shall be in accordance with manufacturer recommendations for the products to be used and performed by certified personnel.

c) The contractor shall comply with Temporary Environmental Controls, Section 01 57 19

d) The contractor shall comply with safety and applicable material handling and storage specifications and procedures for the work to be performed.

e) The contractor shall submit for approval the submittal register with listed items for materials to be used in this project including the Safety Data Sheet (S.D.S), if applicable, to the Contracting Officer within 10 calendar days after award of contract.

f) The contractor shall clean job site daily and dispose all debris resulting from the project operation to an off Post area.

1.14.1 Equipment and system testing:

Control, protection devices, and other system components shall be tested to demonstrate proper operation and compliance with specifications and for the purpose intended. Any safety, protection, and/or control system component operation malfunction/deficiency shall be notified to the Government and properly corrected before final Government acceptance.

1.14.2 Project discrepancies:

This scope of work shall serve as a guide to the contractor in executing the job. In case where the contractor is in doubt as to the particular part of the job due to the discrepancies in the scope of work, drawings and the specifications, he/she shall notify in written the Contracting Officer of the same.

1.15 EXECUTION

The Contractor shall verify all dimensions and existing conditions that affect the contract performance, final product and warranty prior to start any work. The Contractor shall notify in written to the COR during contract performance and before commencing any phase work the following:

a. Any conflicting detail or discrepancy within the scope of work, drawings and specifications.

b. Any deviation from normal or assumed conditions related to the site, civil, architectural, structural, mechanical, electrical, engineering works that affect contract performance.

c. Any detrimental interference of inserts, conduits, openings, or any mechanical and electrical equipment not shown in the drawings and specifications.

d. Any recommendations to improve contract execution and final product including related cost estimate.

e. Any discrepancies that shall be evaluated base on Contractor's experience and expertise.

3.3 The Contractor shall verify existing field conditions and notify in written to the Contracting Officer, as soon as possible after the Notice To Proceed is issued, and before commencing any work phase that the existing field conditions are satisfactory and will not affect contract performance, final product and warranty.

1.16 PERIOD OF PERFORMANCE

The Contractor shall be required to commence work under this Contract within 10 calendar days after being notified to proceed by Contracting Officer, and complete the specific work order, and have facility ready for use in 45 calendar days after issuance of Notice to proceed as required by Contracting Officer.

1.16.1 NOT USED

1.16.2 Safety Requirements

Contractors shall comply with the latest version of EM 385-1-1 entitled: General Safety Requirements (including interim changes) that is in effect on the date of solicitation. Prior to making an offer, bidders should check the HQUSACE Safety and Occupational Health web site for the latest changes. No separate payment will be made for compliance with this paragraph or for compliance with other safety and health requirements of this contract.

1.16.3 Construction Progress Schedule

The contractor shall submit for approval a construction progress schedule of planned performance within 10 calendar days after Notice to proceed issuance.

1.16.4 Schedule of Prices

The contractor shall submit within 10 calendar days after contract award one electronic copy of a Schedule Of Prices; a detail breakdown of the contract price, giving the quantities for each of the various kinds of work, the unit prices, and the total prices thereof. This Schedule of Prices shall be based in the Breakdown of Prices.

1.16.5 Working Hours

Regular working hours shall be from 0700 to 1600 Monday through Friday, excluding Federal Government holidays. Work outside regular working hours will require prior approval from the Contracting Officer. A written request shall be provided to the Contracting Officer for approval, 10 calendar days prior to commencement.

1.16.6 Preconstruction Conference

After award of the contract and prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work are also recommended to attend.

Contractor shall provide all required submittals and documentation necessary to start project execution.

1.17 ADDITIONAL CONTRACT REQUIREMENTS

1.17.1 Contractor shall dispose solid waste debris resulting from demolition according to their classification:

a. Non-hazardous solid waste: recycled (if the materials can be recycled)

b. Hazardous solid waste: to the nearest approved certified landfill.

1.17.2 Weekly Report

Contractor shall submit a weekly report to the Contracting Officer's Representative with the following but not limited information:

a. Work performed every day

b. Weather conditions

c. Personnel working every day

d. Equipment being used

1.17.3 Contract Specifications

Contractor shall comply with attached Specifications listed in the "TABLE OF CONTENTS".

1.17.4 Attachments for submittals

a. Material Approval Submittal Form (SOFB-DOC Form 3000-R-E, Feb 2002) with instructions.

b. Submittal Register Form (ENG FORM 4288-R, Oct 99).

c. Project Sign sketch.

1.17.5 Temporary signage

Contractor shall provide and maintain temporary signs, markings, and barricades to protect personnel and project areas.

1.17.6 Base operations disruptions

Contractor shall conduct his operations so as to cause the least possible interference with the normal operations of the Post because the facilities (streets, driveways, parking areas) and surrounding buildings will remain in operation during the entire construction period.

1.17.7 Final inspection

Contractor shall request final inspection in writing with at least fourteen (14) working days in advance for proper coordination and approval by the Contracting Officer.

1.17.8 Material Storage

The Contractor shall store materials only in places where approved by the KO. The government will not be responsible nor liable for any stolen or missing materials and/or equipment.

No fire hazardous materials of flammable liquids shall be stored or otherwise maintained within a building or structure, except as approved, and in accordance with the local fire regulations.

1.17.9 Environmental Protection

In order to present and provide for abatement and control of any environmental pollution arising from the activities in the performance of this contract, the Contractor shall comply with all applicable pollution control and abatement, and all applicable provisions of the Corps of Engineers Manual, EM 385-1-1, entitled: Safety and Health Requirements, in effect on the date of solicitation. For the purposes of this contract, environmental pollution is defined as the presence of chemical, physical, or biological elements of agents which adversely affect human life; affect other species of importance to man; or degrade the utility of the environment for aesthetics and facility operational purposes.

1.17.10 Clean-up

All clothes, cotton, wastes, sanding disks, and other cleaning materials which might constitute a fire hazard shall be placed in a metal container or destroyed at the end of each workday. Upon completion of the work, all staging, scaffolding, containers, and debris shall be removed from the site or destroyed in a manner approved by the Contracting Officer. Adjacent areas and surfaces negatively affected during the performance of this contract shall be left clean and returned to the original condition.

1.17.11 Salvage

The Contractor shall dispose-off the Installation all existing materials and equipment which are required to be removed or disconnected to perform the work, but are not indicated or specified for salvage, and that have been properly identified and authorized for disposal by the Contracting Officer.

1.17.12 Safety Program

The Contractor shall have a current plan detailing the Safety Program in accordance with the safety requirements for approval. Since this is a minor construction project, this plan is not subject to government approval. Nonetheless, the contractor is responsible for following and enforcing all applicable Safety and Health Requirements. The Contractor shall meet with representatives of the Directorate of Public Works (DPW) and the Installation Safety Officer (ISO) to discuss and develop a mutual understanding of the ground rules for the administration of the Safety Program prior to commencing the work.

1.18 ACCIDENT REPORTS

The Contractor and his sub-contractors shall maintain an accurate record, and shall report to the Contracting Officer, exposure data and all accidents resulting in death, traumatic injury, occupational disease, or damage to property, material, supplies, and equipment incidental to work performed under the contract.

1.19 STORM PROTECTION

Should warnings of wind of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize dangers to persons, to the work, and to adjacent property. These precautions shall include removing all loose materials, tools, and/or equipment from exposed locations, and removing or securing other temporary work.

The Contractor shall notify Fire Department daily in the event "hot work" is to be performed. A DA Form 5383-R (Hot Work Permit) authorizes open flame, welding operations or other hazardous potential fire actions. Contractor shall furnish his own portable fire extinguishers as required (minimum two each of 10 lbs) to comply with the Fire Department instructions.

Fire/Ambulance Service Emergency number: (787) 707-5911

1.20 EQUIPMENT STANDARDS

The Contractor shall submit proof that the equipment which he proposes to furnish under these specifications conforms to the standards of the Underwriters Laboratories. The label of Underwriters Laboratories shall be accepted as conforming to these requirements. In lieu of the label, the Contractor may submit a written certification from any nationally recognized testing agency, adequately equipped and competent to perform such services, that the (stated item) has been tested and conforms to the standards, including methods of test, of the Underwriters Laboratories.

Contractor shall submit for approval all materials to be used in this contract with Safety Data Sheets (SDS), and Submittal Status Log Sheet. Submittals shall be delivered to Contracting Officer within 10 calendar days after contract award.

All details, sections, and notes shown in the sketches are intended to be typical and shall applied to similar situations elsewhere unless otherwise noted.

Contractor shall protect existing buildings, facilities, utilities and equipment during working period and will be responsible for any damages resulting from operation and/or execution of this contract.

1.21 SHOP DRAWINGS, MANUFACTURES DATA AND CERTIFICATIONS REQUIRED OF THE CONTRACTOR:

As soon as practicable after award of the contract, and before procurement of fabrication; submit, except as specified otherwise, to the Contracting Officer, all the Shop Drawings, manufacturers data and certifications required in the technical specification sections listed in the "TABLE OF CONTENTS".

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule;

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE WEEKLY UPDATES

Update the Construction Schedule at weekly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 NOT USED

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

1.1.2 Project Type

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of Insurance

List of Proposed Subcontractors

List of Proposed Products

Work Plan

Accident Prevention Plan

Quality Control (QC) plan

Environmental Protection Plan

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register;

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Government approval is required for any variations from the solicitation or the accepted quote and for other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form

Use SOFB-DOC Form 3000-R-E for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms are included in the RMS CM software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 NOT USED

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted; indicate the specification section number and paragraph number to which it pertains.

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents.