Attachment1-SOW-RestroomsB689-20210802.docx

Statement of Work with Technical Specifications Renovation of Restrooms at Building 689” (COMMISARY), Fort Buchanan, PR

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 Demolition

DIVISION 04 – MASONRY

Section 04 20 00 Unit Masonry

DIVISION 05 – METALS

Section 05 40 00 Cold-Formed Metal Framing

DIVISION 06 – WOOD, PLASTIC, AND COMPOSITES

Section 06 61 16 Solid Surfacing Fabrications

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

DIVISION 08 - DOORS AND WINDOWS

DIVISION 09 - FINISHES

DIVISION 10 – SPECIALTIES

DIVISION 21 – FIRE SUPPRESSION

DIVISION 22 – PLUMBING

Section 22 00 00 Plumbing, General Purpose

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

Section 23 37 13.00 40 Diffusers, Registers & Grills

DIVISION 26 - ELECTRICAL

* * * END TABLE OF CONTENTS * * *

DIVISION 01- GENERAL REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

Site Location and Index of Drawings

1.3 REFERENCE DRAWINGS

The reference drawings are intended to show the existing site condition and the proposal restrooms renovation. 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 SECTION * * *

SECTION 01 11 00

STATEMENT OF WORK

PART 1 DESCRIPTION OF WORK

1.1 Work to be done: Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the work in connection with the “Renovation of Restrooms at Building 689” (COMMISARY), Fort Buchanan, PR”

1.1.1 Prospective Bidders. It is recommended that all prospective bidders visit the site and familiarize with all conditions that might affect the work or cost thereof. On this visit, the contractor shall notify in writing any omitted data or discrepancy with the drawings or scope of work. If is necessary, the contractor shall coordinate all the necessary site visits for data compilation. The government will not be responsible for any difference between the existing conditions and the illustrated in drawing if it’s not notify prior to the proposal delivery.

1.1.2 Location: The work is located in South Terminal Road, Building 689 Commissary at Fort Buchanan, P.R.

1.1.3 The required work in all Architectural, Civil, Plumbing, Mechanical and Electrical trades shall be performed in accordance with US Army Corps of Engineers, Department of the Army, Environmental Protection Agency and PR Environmental Quality Board Standards and Regulations and all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4. The required work is in general described as follows:

1.2. Administrative, Safety and Environmental Works shall be performed in accordance with DIVISION 01, GENERAL REQUIREMENTS indicated in the TABLE OF CONTENTS; SECTION 01 11 00, STATEMENT OF WORK; SECTION 00 01 15, LIST OF DRAWINGS; SECTION 01 32 16.00 20, SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULE; SECTION 01 33 00, SUBMITTAL PROCEDURES; SECTION 01 35 29.13, HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES; SECTION 01 42 00, SOURCES FOR REFERENCE PUBLICATIONS; SECTION 01 45 00.10 20, QUALITY CONTROL FOR MINOR CONSTRUCTION; SECTION 01 50 00, TEMPORARY CONSTRUCTION FACILITY AND CONTROLS; SECTION 01 57 19, ENVIRONMENTAL PROTECTION; SECTION 01 58 00, PROJECT IDENTIFICATION; SECTION 01 74 19, CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL; SECTION 01 78 00, CLOSEOUT SUBMITTALS; SECTION 01 78 23, OPERATION AND MAINTENANCE DATA.

1.2.1 Demolition works: Contractor shall perform selective demolition, and disposal indicated in related specifications sections and drawings in accordance with attached Specifications in DIVISION 02, EXISTING CONDITIONS and indicated in the TABLE OF CONTENTS: SECTION 02 41 00, DEMOLITION;

Demolition Work shall include:

1.2.1.1 Demolition on Customers bathrooms located at the front of the cash register store.

a. Remove and dispose wall and floor ceramic tiles.

b. Remove and dispose countertop, lavatories, p-traps and shutoff water valves.

c. Remove lavatory faucet and deliver to Government.

d. Remove and dispose hand dryer at women’s restroom.

e. Remove and retain paper toilet dispenser.

h. Remove and retain baby changing stations and one child protection seat.

k. Remove and retain existing grab bars.

l. Remove and dispose restroom cubicles.

m. Remove and dispose drain grate, PVC cleanout plugs, wall wood access Panel and wall metal access doors.

1.2.1.2 Demolition on Janitors closet.

a. Remove and dispose drywall ceiling and walls affected by humidity, corrosion and mold.

1.2.2 New Architectural/Structural works; Contractor shall perform all new works indicated in drawing Sheets A-1 and A-2 in accordance with attached specifications in DIVISION 04, MASONRY and indicated in the TABLE OF CONTENTS: SECTION 04 20 00, UNIT MASONRY, specifications in DIVISION 05, METALS and indicated in the TABLE OF CONTENTS: SECTION 05 40 00, COLD-FORMED METAL FRAMING, specifications in DIVISION 06, WOOD, PLASTIC AND COMPOSITES and indicated in the TABLE OF CONTENTS: SECTION 06 61 16, SOLID SURFACING FABRICATION, specifications in DIVISION 07, THERMAL AND MOISTURE PROTECTION and indicated in the TABLE OF CONTENTS: SECTION 07 21 16, MINERAL FIBER BLANKET INSULATION, SECTION 07 92 00, JOINT SEALANTS, specifications in DIVISION 08, DOORS AND WINDOWS and indicated in the TABLE OF CONTENTS: SECTION 08 11 13 STEEL DOORS AND FRAMES; SECTION 08 14 00, WOOD DOORS; SECTION 08 71 00, DOOR HARDWARE, SECTION 08 91 00, METAL DOOR LOUVERS, specifications in DIVISION 09, FINISHES and indicated in the TABLE OF CONTENTS: SECTION 09 22 00, SUPPORT FOR PLASTER AND GYPSUM BOARD; SECTION 09 26 00, VENEER PLASTER; SECTION 09 29 00, GYPSUM BOARD; SECTION 09 30 10, CERAMIC, QUARRY, AND GLASS TILING; SECTION 09 51 00, ACOUSTICAL CEILINGS; SECTION 09 90 00, PAINTING AND COATINGS; SECTION 09 96 00, HIGH-PERFORMANCE COATING, specifications in DIVISION 10, SPECIALTIES indicated in the TABLE OF CONTENTS: SECTION 10 14 00 00.20, INTERIOR SIGNAGE; SECTION 10 21 13, TOILET COMPARTMENTS, SECTION 10 28 13, TOILET ACCESSORIES.

New Work shall include:

1.2.2.1 Renovation of two (2) restrooms as indicated on drawings, which shall include the following:

a. Install ceramic floor tiles 12” x 24”, non-slip equal or similar to DALTILE Koncrete (GLAZED CERAMIC WITH REVEAL IMAGING), including 4” transition marble saddle at the entrance of each restroom. Color to be determinate by Government.

b. Install ceramic wall tiles 12” x 24” equal or similar to DALTILE Koncrete (GLAZED CERAMIC WITH REVEAL IMAGING), install 4” marble bullnose border at top of the wall tiles and cove base at bottom. Color to be determinate by Government. Repair portion of the walls without ceramic tiles with cement based coating equal or similar to Fast-Set Repair Mortar, Commercial Grade by Quikrete.

c. Apply one coat of primer and two coats of epoxy paint to finish portions of walls without ceramic tile, on the interior sides of restrooms and drywall ceiling. Apply one coat of semi-gloss paint to the exterior walls of the restrooms (restroom lobby).

d. Install hollow metal frames with laminated solid wood doors and hardware. Hardware shall include track rail type door closers equal or similar to Model CLS7004 by NEW STAR (installed on the inside of the restroom), 3-1/2” x 15” push plate(outside), 3-1/2” x 15” pull plate (inside), heavy duty hinges (ball bearing type), floor mounted doorstop, and 32” x 34” armor plate.

e. Wood doors finish shall be plastic laminate equal or similar to wilsonart high pressure laminate, color to be select by Government. Apply one coat of oil base primer and two coats of industrial enamel paint to the frames.

f. Supply and install restroom fixtures and accessories according to schedule indicated in drawings. Fixtures and accessories includes:

1. Elongated flush-o-meter valve toilet, wall mounted equal or similar to American Standard 3351.101.020. Contractor need to make sure that the new toilets shall be compatible with the existing water and sewage rough-in including handicap compartment.

2. Manual toilet flush valve, piston type, 1.28 gpf equal or similar to American Standard Model 6047.121.002.

3. Blowout top spud urinal equal or similar to American Standard Lynbrook model 6601012.020.

4. Urinal flush-meters equal or similar to Sloan Royal Exposed urinal manual flush valve.

5. Vitreous china Oval under mount sink with over flow, W; 17” x L; 14”.

6. Install Electronic Proximity sink faucet Equal or similar to Innsbrook Selectronic 0.35 GPM Battery Powered, Model 6053.204.002 By American Standard.

7. Quartz agglomerate vanity top 73” x 22” with double bowl under counter oval lavatories provision, integral 4” backsplash and pre-drilled hole that allow installation of center mount faucet.

8. Install Towel paper dispenser previously removed.

9. Two-wall tub Grab bars, 54” x 42”, stainless steel at handicapped toilet cubicle equal or similar to Bobrick B-6897.

10. Install toilet tissue dispenser previously removed.

11. Install Surface mounted soap dispensers previously removed.

12. Install one vanity mirror previously removed and one new fixed position tilt mirror for handicapped equal or similar to Bobrick B-293 2436 per restroom.

13. Install the previously removed wall mirror in its original place (restroom entrance).

14. Solid core plastic partitions (HDPE or polymer) floor mounted with overhead bracing equal or similar to Bobrick Solid Color Reinforced Composite (SCRC). Color to be selected by Government.

15. Install Baby changing stations and Safety seat previously removed.

g. Supply and install restroom signage at wood doors in accordance with drawings details and technical specification.

h. Supply and install floor drains grate square top plate, solid brass, diameter shall be equal to the existing housing. Drain grate equal or similar to FMP 102-1176 Guardian Drain lock Floor Drain Grate, by ZURN.

1.2.2.2 Renovation of Janitor room indicated on drawings, which shall include the following:

a. Install thermal insulation equal or similar to Polyolefin insulation sheet, ¾” thick, 3.0 R Value by THERMACEL between freezers and new concrete block wall and over new drywall ceiling. Contractor shall install the insulation with self-adhesive Insulation nails to avoid damage to the freezer walls.

b. Install new 6” concrete block wall at the same place where the drywall was removed including concrete tie columns and beams. The contractor will ensure that the new wall is not in contact with the refrigerator walls and is protected by the new thermal insulation. Because the exterior surface of the concrete wall will not be reach to apply cement plaster coat, contractor shall be assure good installation of the horizontal and vertical mortar bed and fill all concrete blocks holes with mortar. Once the blocks have been laid and the mortar is in place, strike off all excess mortar using a jointing tool. Press the tool firmly into each mortar joint to create a smooth and uniform finish to your mortar joints. Apply cement plaster at interior surface of the new concrete block walls.

c. Apply two coat of waterproofing to the interior surface of the new concrete block walls equal or similar to DRYLOCK EXTREME masonry water-proofer.

d. Provide and install new moisture resistant drywall ceiling on 1-1/2” metal suspension system.

e. Clean and condition existing floor mop sink, provide and install new 29” x 29” x 16” high stainless steel backsplash equal or similar to Advance Tabco Model K-291R and new Straight service sink lever faucet with vacuum breaker equal or similar to CHICAGO FAUCETS Model 897-MPRCF.

f. Supply and install Fiberglass Reinforced Plastic (FRP) at interior walls including inside and outside corners, end cap molding, divider bar molding, corner angle and rubber wall base.

g. Supply and install new galvanized hollow metal frame and door including hardware with 1.5 pair 4.5” x 4.5” stainless steel ball-bearing hinges, 32” x 34” 18 ga Brushed Stainless steel armor plate, Cylinder Bored level lock equal or similar to Sargent 28-65U65 KL 26D and wall mounted door stop and holder friction type.

h. Supply and install new stainless steel utility shelf with mop/ broom holder and rag hooks equal or similar to Bobrick B-239.

i. Repair existing fiber cement ply wall to receive the new hollow metal door frame. Reinforcement the metal structure with treated wood to secure the frame installation.

1.2.3 For Mechanical/Plumbing works, contractor shall perform all works indicated in drawing Sheet P-1 in accordance with, attached specifications in DIVISION 21, FIRE SUPPRESSION and indicated in the TABLE OF CONTENTS: SECTION 21 13 00.00 40, FIRE-SUPRESSION SPRINKLER SYSTEMS; SECTION 21 13 13, WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION, attached specifications in DIVISION 22, PLUMBING and indicated in the TABLE OF CONTENTS: SECTION 22 00 00, PLUMBING GENERAL PURPOSE, attached specifications in DIVISION 23, HEATING, VENTILATING AND AIR CONDITIONING and indicated in the TABLE OF CONTENTS: SECTION 23 37 13.00 40, DIFFUSERS, REGISTERS & GRILLS.

1.2.3.1 Restrooms Work shall include:

a. Furnish and install two sprinkler heads in the restrooms areas connected in the same position of the heads removed.

b. Furnish, install and connect new plumbing fixtures to existing water supply pipe and sanitary sewage system. The plumbing work will include verifying that existing utility lines are clean and adequate prior to make equipment connection to the sewage systems.

c. Install new Air Condition return grille at each restroom according to drawing plan.

d. Clean, paint and re-install air condition ceiling diffusers.

e. Re-install wall hydrant cover removed for walls ceramic tiles demolition.

f. Supply and install 2” and 4” clean-out Brass Plug with stainless steel cover equal or similar to CO-590-RD by WATTS.

g. Contractor shall perform all plumbing work in accordance to the technical specifications, plumbing codes and regulations.

h. Provide all accessories, fittings, caulking and sealants for the proper installation of all plumbing fixtures and equipment.

i. Utility Outages: Work shall be scheduled to hold outages to a minimum. Water outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and facility users. Each request shall state the facilities to be impacted, approximate duration of outage, and the nature of work involved. Water outages shall be arranged for Monday thru Friday or for weekends or holidays at the convenience of Government and Post facility users. Contractor shall submit written request to the government to initiate coordination for outages 30 days prior of intended event.

1.2.3.2 Janitor Works shall include:

a. Supply and install new wall mounted two handle mop sink faucet with vacuum breaker, chrome-plated brass in a new position, see drawing for reference.

b. Clean and repair existing return system and install new grill.

1.2.4 Electrical Work:

Contractor shall perform selected Demolition, Disposal and new Electrical Work indicated at this SOW and related drawings in accordance with the Technical Specifications. The mentioned works shall be completed in accordance with the specifications on DIVISION 26-ELECTRICAL, which includes Section 26 05 00.00 40, COMMON WORK RESULTS FOR ELECTRICAL; SECTION 26 20 00, INTERIOR DISTRIBUTION SYSTEM and SECTION 26 51 00, INTERIOR LIGHTING as follows:

Provide all labor, equipment and material to install new power, lighting, and corresponding electrical wiring required, and incidental related work, ready for operation.

Work shall be performed by licensed qualified electricians.

All work shall be in compliance with the National Fire Protection Association (NFPA) National Electrical Code NFPA-70 latest edition, Life Safety Code NFPA 101, American Disability Act (ADA), Illuminating Engineering Society of North America (IESNA), US Army Corps of Engineers (USACE) TI-800-1 National Electrical Manufacturers Association (NEMA), Puerto Rico Electric Power Authority (PREPA) and the U.S. Environmental Protection Agency (EPA).

1.2.4.1 Restrooms Electrical Removal Works:

a. Remove and dispose existing lighting switches.

b. Remove and dispose 4’X 1’Light fixtures.

c. Remove and store fire alarm strobelights.

d. Remove and dispose motion sensors for lighting control.

e. Remove and dispose service hatches as indicated on drawings.

f. Remove and dispose hand drying fixtures electrical cover plates.

1.2.4.2 Janitor Room Removal Works:

a. Remove and dispose light control switch.

b. Remove and dispose existing 4’ x 1’ light fixture.

c. Remove and dispose existing sprinkler head.

d. Remove and dispose smoke detector.

e. Remove and dispose air conditioning vent.

f. Remove and store existing wall mounted sound speaker / intercom fixture.

g. Remove and Dispose Existing Receptacle.

1.2.4.3 Restrooms Electrical Installation Works:

a. Furnish and Install new lighting control motion sensors, these sensors shall be connected to each restroom lighting circuit. Flexible metal conduits shall be used to interconnect these fixtures together.

b. Furnish and Install new Lighting control switches.

c. Reinstall stored strobelights on each restroom as indicated on drawings.

d. Furnish and Install new cover plates for removed lighting fixtures.

e. Reuse conduits and cables for each fixture and circuits. Use AWG# 12 and Flexible metal conduits to interconnect lighting fixtures.

f. Furnish and install new cover plates located where each removed hand drying fixtures were located.

g. Furnish and install new 2’ x 2’ hatch doors as indicated on drawings.

h. Use appropriate splicing methods as indicated on latest version of NFPA 70.

i. Provide Labels for all lighting, receptacles and cover plates fixtures located on this area. Labels shall indicate circuit number and panel from where they are connected.

1.2.4.4 Janitor Electrical Installation Works:

a. Furnish and install new 1’ x 4’ LED lighting fixture. This fixture shall be linear led T8 type.

b. Furnish and Install new wall mounted ventilator, this ventilator shall be connected to the room’s lighting circuit. Ventilator shall be installed above Janitor’s room door and shall remove heat from this room. Air flow direction is indicated on drawings.

c. Furnish and install new passive infrared switch / sensor for lighting control in this area. This sensor shall be connected to room’s lighting circuit and shall control the lighting fixture and ventilation fan.

d. Reinstall stored speaker from demolition works. It shall be located at same place from where it was removed.

e. Furnish and install new smoke detector on the same location were the removed one was located. Smoke detector shall be the same type as the removed one.

f. Furnish and Install new 2’ X 2’ Hatch door, location is indicated on drawings.

g. Furnish and install new GFCI receptacle indicated on drawings. Receptacle shall be installed at same location of the one removed on demolition works for this area.

h. Identify lighting circuit on existing electrical panel.

i. Provide Labels for all lighting, receptacles and cover plates fixtures located on this area. Labels shall indicate circuit number and panel from where they are connected.

1.2.4.5 Electrical General:

Use appropriate splicing methods as indicated by drawings and latest version of NFPA 70.

All electrical lighting fixtures shall conform to government specifications.

Contractor shall verify and confirm circuits on electrical panels indicated on drawings.

Circuit breakers related to worked circuits shall be clearly labeled with plastic labels, duly protected as per technical specifications.

Provide plastic labels to each cover plate of toggle switch, lighting fixture and conductors, indicating circuit number and panel-board where circuit is connected.

Utility Outages: Work shall be scheduled to hold power outages to a minimum. Power outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and facility users. Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required. Each request shall state the facilities to be impacted, approximate duration of outage, and the nature of work involved. Power outages shall be arranged by Contractor for Monday thru Friday or for weekends at the convenience of Government and post facility users. Utilities outages during a holiday are to be considered an exceptional event, under emergency condition or circumstances, that otherwise will result in a significant adverse impact to the contract.

1.3 BID SCHEDULE:

1.3.1 BASE BID: See CLIN Section.

1.4 CODES AND STANDARDS

1.4.1 GENERAL:

1.4.1.1 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.

1.4.1.2 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 submittal of proposals, unless specifically stated otherwise.

1.4.1.3 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.

1.4.2. BASIC REQUIREMENTS:

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

1.4.2.2 Building, Structural, Plumbing and Mechanical Codes: the 2011 edition of the Standard Building, Plumbing and Mechanical Codes and the Puerto Rico State Building, Plumbing and Mechanical Codes.

1.4.2.3 Electrical Codes: National Electrical Code, 2011 edition. National Electrical Safety Code, latest edition. NFPA and National Safety Code.

1.4.2.4 National Fire Protection Association Fire Codes, latest edition, and MIL.HANDBOOK 1008A, Fire Protection for Facilities.

1.4.2.5 Applicable OSHA Standards and Regulations.

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

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

1.4.3.1 The Aluminum Association, “Specifications for Aluminum Structures”.

1.4.3.2 American Concrete Institute (ACI), “ACI-31B, Building Code Requirements for Reinforced Concrete”.

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

1.4.3.4 American Institute of Steel Construction (AISC), “Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings”.

1.4.3.5 American Iron and Steel Institute (AISI), “Specifications of the Design of Cold-Formed Steel structural Members”.

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

1.4.3.7 American Welding Society (AWS), “Structural Welding Code”.

1.4.3.8 American Society of Civil Engineers (ASCE), ASCE-7, Minimum Design Loads for Buildings and Other Structures.

1.4.3.9 American Society for Testing Materials (ASTM) as noted.

1.4.3.10 Brick Institute of America (BIA), Recommended Building Code Requirements for Engineered Brick Masonry”.

1.4.3.11 Metal Building Manufacturers Association (MBMA), “Low Rise Building Systems Manual”.

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

1.4.3.13 National Forest Products Association, “National Design Specifications for Stress Grade Lumber and Its Fastenings”.

1.4.3.14 Steel Deck Institute (SDI), “Publication 25” and “Diaphragm Design Manual”.

1.4.3.15 Steel Joist-Institute (SJI), ‘Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joists Girders”, 40th Edition.

1.4.4 ARCHITECTURAL: In addition to the general requirements stated above, architectural design will meet the latest editions of the following codes, standards, and specifications.

1.4.4.1 The design shall not provide for the physically handicapped (interior and exterior), in accordance with “Uniform Federal Accessibility Standards” and the Americans with Disabilities Act (ADA), whichever is stricter.

1.4.5 PLUMBING AND MECHANICAL: In addition to the general requirements stated above, plumbing and mechanical design will meet the latest editions of the following codes, standards, and specifications:

1.4.5.1 Exterior water lines shall meet AWWA specifications for the Service required. Domestic water lines, if plastic, shall bear the NSF seal.

1.4.5.2. Sanitary sewers shall be installed in accordance with all Federal, State and local regulations. The dump station shall be tied into the existing gravity sanitary sewer system.

1.4.5.3 All mechanical equipment provided, furnished and installed shall be in compliance with local codes and ordinances and the applicable codes and standards of the National Sanitation Foundation (NSF), the American Gas Association (AGA), the Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE), the National Fire Protection Association (NFPA), the Underwriters Laboratories (UL) and the American Standard Plumbing Code.

1.4.5.4 Plumbing shall be designed and installed in accordance with the latest edition of the National Standard Plumbing Code.

1.4.5.5 The proposed building shall be analyzed for fire code compliance utilizing the National Fire Protection Association (NEPA) standards.

1.4.6 ELECTRICAL: In addition to the general requirements stated above, electrical equipment shall conform to the requirements of the American Institute of Electrical Engineers, American Standards Association, National Electrical Manufacturers Associations and Underwriters Laboratories, Inc.

1.4.7 FIRE PROTECTION: Fire protection construction shall be in accordance with the Standard Building Code (SBC) and the NFPA National Fire Codes latest editions, current as of the date of the contract.

1.5 Existing Work. In addition to “FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements”:

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

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’s Representative. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 DELIVERY LOCATION

The Contractor shall deliver any materials or equipment to be used in conjunction with this project to Building 689 at Fort Buchanan, PR.

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 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.

1.7.2 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.

1.7.3 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.

1.7.4 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) All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 15 calendar days after contract start date. Government is responsible for providing the training to contractor personnel at no cost to the contractor. 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 five (5) calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://atlevel1.dtic.mil/at. Also, the contractor and subcontractor(s) employees must complete Level I OPSEC training within 30 calendar days after contract start date. If contract last for more than a year, all these personnel must complete annual OPSEC awareness training.

c) Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also 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 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) 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 local 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. Government is responsible for providing the training to contractor personnel at no cost to the contractor. This training shall be completed within 15 calendar days of contract award and within 15 calendar days of new employees commencing performance with the results reported to the COR NLT 20 calendar days after contract award.

e) For contracts that require OPSEC Training. Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter. OPSEC Awareness for Military Members, DoD Employees and Contractors is available at the following website: http://cdsetrain.dtic.mil/opsec/index.htm

1.7.5 Temporary Pass

a. 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.

b. Approved access are provided annually. Once the Contracting Officer execute the Option Period a new DD Form 369 is required to renew the access for another year. Any background that comes with remarks needs to be address by the correspondent employee and resubmit for clearance. Failure to pass background check will denied access to Fort Buchanan automatically. Waivers are not allowed under this section.

All non-us garrison id card applicants will provide a valid and original form of id (state driver’s license, passport, and so forth, which complies with public law 109-13 (the real id act of 2005)). this is to prove identity (for enroll-ment into the aie database if available) and issue a visitor pass or card. security personnel processing an applicant will screen documents for evidence of tampering, counterfeiting, or other alteration.

A check of records through the national crime information center (NCIC) interstate identification index (iii) is the army minimum baseline background check for entrance onto army installations for non-CAC holders to include entrance of visitors. the FBI permits the use of NCIC iii for vetting visitors to ensure the security of military installations.

Procedures: the NCIC-iii and “persons” files checks are accomplished by using the “QWI” inquiry under the purpose code c. the QWI is an NCIC inquiry message which provides the authorized user with the capability to access both the NCIC-iii (for criminal history) and NCIC persons files simultaneously with one inquiry. the NCIC persons files includes wanted persons, known or appropriately suspected terrorist (KST) list, missing person file, foreign fugitive, wanted person, gang, protection order, immigration violator, identity theft, supervised release, violent person, protective interest files and the national sex offender registry. This requirement applies to all unaffiliated personnel (visitors) not in possession of one of the ID cards real id: contractor personnel shall possess a valid real ID (ex. PR driver license with the star) to request access at fort Buchanan. This is mandatory after October 1, 2020. Contractor is responsible to ensure all employees driving or requesting access at fort Buchanan possess a valid real ID.”

1.8 Project civil, plumbing, mechanical, and electrical 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.

1.9 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 with concerned DPW officials and approved by the COR and the Contracting Officer.

1.10 Project execution: Prior to submitting a project work schedule, contractor shall establish a draft/preliminary work schedule/plan and properly coordinate all building construction interior work. Preliminary Plan shall be discussed with concerned DPW officials and approved by the COR and the Contracting Officer.

1.10.1 Project Phasing: A Single Phase and Sequence shall be considered by Contractor for project development. The Government is to turn building to the contractor empty of furniture, modular partitions/cubicle desks and stored equipment and materials. Military and/or Civilian Personnel will not be working inside building during contract performance.

1.11 Other Project Requirements and Considerations:

The contractor shall comply with special considerations, safety program, required insurance and Post regulations.

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

The contractor shall comply with all technical specifications provided as part of the contract documents.

The contractor shall comply with all applicable safety and material handling and storage specifications and procedures for the work to be performed, based on industry standards.

The contractor shall submit, for approval within fifteen (15) calendar days after award of contract, a work schedule of planned performance.

The contractor shall submit for approval the submittal register with listed items for materials to be used in this project including the Material Safety Data Sheet (M.S.D.S), if applicable, to the Contracting Officer within 15 calendar days after award of contract.

The contractor shall clean job site daily and dispose all debris, resulting from the project operation, to an authorized disposal facility off Fort Buchanan.

1.12 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. Contractor must notify the Government in advance the details of the tests, to include date, time, and location to allow the Government rep(s) the opportunity to attend the testing event. Tests must be conducted in the presence of the designated Government representative, unless otherwise indicated by proper authority. Any safety, protection, and/or control system component operation malfunction/deficiency shall be notified to the Government and properly corrected before final Government acceptance.

1.13 Project discrepancies: This scope of work shall serve as a guide to the contractor in executing the job. In no way this SOW pretends to tell the Contractor how to execute the work, but rather to indicate what the contract is looking for and the expected quality of the products and job performed. 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, contractor shall notify in written the Contracting Officer of the same.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 The contractor is responsible for verifying actual dimensions at the job site prior submitting required proposal to the KO, in order to consider actual building conditions/ dimensions in his/her proposal. The Mission and Installation Contracting Command (MICC) office in Fort Buchanan will coordinate with the Directorate of Public Works (DPW) and contractors to assure that the site will be available for inspection and measurements.

3.2 After contract award, the awarded Contractor shall verify again 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 Contracting Officer within 20 calendars days after the notice to proceed is issued, and before commencing the work, the following:

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

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

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

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

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

3.3 If there are no discrepancies on field conditions, the contractor shall verify existing field conditions and notify the Contracting Officer within 20 calendar days after the notice to proceed is issued and before commencing the work that the existing field conditions are satisfactory and will not affect contract performance, final product and warranty.

3.4 PERIOD OF PERFORMANCE

The Contractor shall be required to commence work under this Contract within 10 calendar days and no more than 15 calendar days after being notified to proceed by Contracting Officer, and complete the specific work order, and have facility ready for use (COMPLETED) in 90 calendar days after issuance of Notice to proceed as required by Contracting Officer.

3.4.1 Liquidated Damages

Liquidated damages in the amount of $150.00 will be charged for every day the Contractor is over the Period of Performance including correction time period for Final Inspection Deficiencies. Period of Performance will be extended beyond the 90 calendar days by adding previously approved extension time by the Contracting officer, due to delays not in control by the Contractor. Comment by Rosario-Rivera, Carla M CIV RRC/ACA: It might change when MICC add its part. Recomment to enter something like “the amount stated in clause 52.211-12 Comment by Zayas, Frank R CTR USA USAIMA: According with the Memorandum of record made by L. Torres the amount must be $150.00.

3.4.2 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 (http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1_English_2003.pdf). Prior to making an offer, bidders should check the HQUSACE Safety and Occupational Health web site indicated above 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.

3.4.3 Construction Progress Schedule

The contractor shall submit for approval a construction progress schedule of planned performance within 15 calendar days after Notice to proceed issuance.

3.4.4 Schedule of Prices

The contractor shall submit within 15 calendar days after contract award one electronic version of the 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.

3.4.5 Project Sign

The contractor shall install a project identification sign in accordance with the attached sketch. The location shall be approved by the Contracting Officer.

3.4.6 Working Hours

Regular working hours shall be from 0700 to 1600 Monday through Friday, excluding Federal Government holidays and Good Friday. Working outside regular working hours will require prior approval from the Government. A written request shall be provided to the Contracting Officer for approval, 15 calendar days prior to commencement.

Because the Commissioner's operating hours are from 0900 to 1600 (Tuesday to Saturday) all activities affecting the regular functioning of the Commissioner during these days will take place from 1600 to 2400 hours. The contractor has to consider in his proposal to do work outside of regular working hours.

3.4.7 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.

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

Additional contract requirements

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

Non-hazardous solid waste: to be disposed as construction debris.

Hazardous solid waste: to the nearest approved certified landfill. Delivery to COR copy of the waste and recycling materials manifest.

3.5.2 Contractor shall cover with new Painting work or remove and dispose Lead-Based Paint (LBP) in accordance with Federal and Local Regulations. (DOES NOT APPLY)

3.5.3 Contractor shall protect the existing vinyl tile with Asbestos Containing Materials (ACM) in accordance with Federal and Local Regulations. (DOES NOT APPLY)

3.5.4 Contractor shall obtain all applicable and necessary federal, state and local permits from the U.S. Environmental Protection Agency and the P.R. Environmental Quality Board including but not limited to: Solid Waste Generation and Disposal, Air Quality (Dust Control), Erosion Control, and REMOVAL CONTROL AND DISPOSAL of Lead-Based Paint(LBP) and Asbestos Containing Materials(ACM),(NOT APPLY).

3.5.5 Weekly Report

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

Work performed every day Weather conditions Personnel working every day Equipment being used Evidence of Materials dispose or recycling, (waste and recycling manifest)

3.5.6 Contract Specifications

Contractor shall comply with attached Specifications listed in the “TABLE OF CONTENTS” Sheets 1, 2 and 3.

3.5.7 Attachments for Submittals

Material Approval Submittal Form (SOFB-DOC Form 3000-R-E, MAY 2005) with instructions.

Submittal Register Form (ENG FORM 4288-R, JAN 97).

Project Sign sketch, as per attachment.

3.5.8 Temporary Signage

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

3.5.9 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.

3.5.10 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.

3.5.11 Material Storage

The Contractor shall store materials only in places approved by the KO. 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.

3.5.12 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: General Safety 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. The contractor must submit the waist or recycling manifest every time carry out material from the base.

3.5.13 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.