Attachment3-SOW-FINAL-Bldg 206 General Repairs-20220701.pdf

Statement of Work with Technical Specifications

General Repairs BLDG 206

REV 1 Jul 2022

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings

Section 01 11 00 Statement of Work

Section 01 20 00.00 20 Price and Payment Procedures

Section 01 32 16.00 20 Small Project Construction Progress Schedules

Section 01 33 00 Submittal Procedures

Section 01 35 26 Government Safety Requirements

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

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 Demolition

DIVISION 03 –CONCRETE

Section 03 30 53 Miscellaneous Cast-in-Place Concrete

DIVISION 04 – MASONRY

Section 04 20 00 Unit Masonry

DIVISION 06 – WOOD, PLASTIC, AND COMPOSITES

Section 06 61 16 Solid Surfacing Fabrications

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 92 00 Joint Sealants

DIVISION 08 - DOORS AND WINDOWS

Section 08 11 13 Steel Doors and Frames

Section 08 56 53 Blast Resistant Tempered Glass Windows

Section 08 71 00 Door Hardware

DIVISION 09 - FINISHES

Section 09 24 23 Cement Stucco

Section 09 30 10 Ceramic, quarry, and Glass Tiling

Section 09 51 00 Acoustical Ceilings

Section 09 65 00 Resilient Flooring

Section 09 90 00 Paints and Coatings

DIVISION 10 – SPECIALTIES

Section 10 14 00.20 Interior Signage

Section 10 28 13 Toilet Accessories

DIVISION 12-- FURNISHING

Section 12 34 00 Manufactured Plastic Casework

Section 12 36 00 Countertops

DIVISION 22 – PLUMBING

Section 22 00 00 Plumbing, General Purpose

DIVISION 26 - ELECTRICAL

Section 26 05 00.00 40 Common Work Result for Electrical

DIVISION 28-FIRE PROTECTION

Section 28 31 70 Interior Fire Alarm System, Addressable

* * * 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:

SHEET NO. DRAWING NO. TITLE

1 T-1 Title Sheet, Location Site Maps and Drawing Index

2 D-1 Existing and Demolition Work Plan, Elevations and Notes

3 A-1 New Works Building Plan, Notes and Elevations

4 A-2 Bathroom and Kitchenette Layout and Elevations

5 A-3 Windows and Doors Details Elevations, Schedules, and Notes

6 ED-1 Electrical Demolition Plan

7 EI-1 Electrical Installation Plan Kitchenette & Bathroom Area

EI-2 Electrical Installation Plan Office and Radio Room Area

9 FP-1 Fire Protection New Works

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 “GENERAL REPAIR TO Building 206”, Fort Buchanan, P.R.

1.1.1 Prospective Offerors. It is recommended that all prospective offerors to participate of the site visit. This will help Offeror to 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. Only one site visit should be conducted during solicitation process. Contractor is responsible to notify the Government of any deficiencies or discrepancies within 30 days of contract award IAW regulation and clauses.

Contractor is responsible to consider SOW and drawing attached to Solicitation. If there are any difference or discrepancies, it is Contractor responsibility to submit questions in writing before the due date provided in the instructions to Offerors.

1.1.2 Location: The work is located in DAVIS STREET, Building 206 at Fort Buchanan, P.R.

1.1.3 The required work in all Architectural, Civil, Plumbing, and 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 26., GOVERNMENTAL SAFETY REQUIREMENTS; 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, TEMPORARY

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 Existing Aluminum Windows.

a. Remove and dispose existing security grill and anchor bolts.

b. Remove and dispose existing aluminum windows.

c. Demolish the low cement plaster molding.

d. Remove and dispose acrylic ply on two (2) small opening at building east elevation.

e. At windows opening to be install Concrete blocks, remove existing cement plaster at jam, lintel and sill.

1.2.1.2 Exterior warehouse room.

a. Remove and dispose existing metal door & frame. Contractor shall prevent damage to the existing wall.

Contractor should use any require equipment to mitigate the impact on existing wall. If impacted, Contractor shall fix the damage at no additional cost

b. Removing of the hardware include threshold, hinges, door closer and door lock.

c. Remove and retain on place existing alarm magnet Attached to the frame.

d. Remove cement plaster damaged by the metal conduit corrosion.

e. Remove and dispose the existing vinyl tiles and wall base. Contractor shall not remove, by any means, the Tile mastic. Tile mastic remains in place. If impacted, contractor is responsible to mitigate any impact cause by such action

f. Remove and dispose existing reflected ceiling.

1.2.1.3 Restroom.

a. Remove and dispose existing toilets with flush valves. Cap the potable water supply pipe inside the wall and sanitary sewer pipe at floor were no toilet shall be install.

b. Remove and dispose existing lavatories sink with faucet, p-trap pipes, water supply valves and flexible water connection. Cap potable water and sanitary sewer pipes were no new lavatory sink shall be install.

c. Remove and retain existing toilets paper, towel paper and soap holder’s dispensers.

d. Remove and dispose existing reflected ceiling.

1.2.1.4 Other Demolition works

a. Demolish existing concrete blocks walls to enlarge the restroom area. This demolition include the remove of the security steel grille attached to the wall.

b. Remove to dispose existing toilet partition door.

c. Remove and dispose existing 2’ x 4’ reflected ceiling system at Kitchenette area.

d. Remove and dispose 2’x 4’ ceiling tile on existing ceiling system at all others areas.

e. Remove and dispose existing walls base where the floor finish will be replace. (Restroom, exterior warehouse, kitchenette and office areas).

f. Remove and dispose existing aluminum and glass double entrance doors.

g. Remove and dispose existing hollow metal door, frame and hardware at restroom area.

h. Remove and dispose existing acrylic vision panel at office area.

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 03 CONCRETE, and indicated in the TABLE

OF CONTENTS; SECTION 03 30 53, MICELLANEOUS CAST-INPLACE CONCRETE, DIVISION 04,

MASONRY and indicated in the TABLE OF CONTENTS: SECTION 04 20 00, UNIT MASONRY, 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 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 56 53 BLAST RESISTANT

TEMPERED GLASS WINDOWS, SECTION 08 71 00, DOOR HARDWARE, , specifications in DIVISION 09, FINISHES and indicated in the TABLE OF CONTENTS: SECTION 09 24 23, CEMENT STUCCO, SECTION 09

30 10, CERAMIC, QUARRY, AND GLASS TILING; SECTION 09 51 00, ACOUSTICAL CEILINGS;SECTION

09 65 00, RESILENT FLOORING, SECTION 09 90 00, PAINTING AND COATINGS;, specifications in

DIVISION 10, SPECIALTIES indicated in the TABLE OF CONTENTS: SECTION 10 14 00 00.20, INTERIOR

SIGNAGE; SECTION 10 28 13, TOILET ACCESSORIES, specifications in DIVISION 12, FURNISHINGS indicated in the TABLE OF CONTENTS: SECTION 12 34 00, MANUFACTURED PLASTIC CASEWORK, 12

36 00, COUNTERTOP, specifications in DIVISION 22, PLUMBING indicated in the TABLE OF CONTENTS

,SECTION 22 00 00, PLUMBING GENERAL PURPOSE.

New Work shall include:

1.2.2.1 New bathroom works:

a. Install new reflected ceiling system with 2’ x 2’ sag and humidity resistant ceiling tiles similar or equal to ARMSTRONG 607A on white corrosion resistance suspension grid 2” x 15/16” and supported on walls with molding. The system shall be supported by hanger wire gauge #12 and tied to the structural roof and shall including earthquake clips and accessories.

b. Fill the floor level difference with 3000 psi concrete including #4 re-bars placed at 12” center to center each way. The new concrete slab will include a slope towards the shower floor drain.

c. Install ceramic floor tiles 8” x 18”, non-slip equal or similar to DALTILE Koncrete (GLAZED

CERAMIC WITH REVEAL IMAGING).

d. Install ceramic tiles 8” x 18” equal or similar to DALTILE Koncrete (GLAZED CERAMIC WITH

REVEAL IMAGING), at walls from floor finish elevation up to new reflected ceiling.

e. New 80 CFM Ceiling exhaust similar or equal to BROAN model RB80.

f. Install new shower plastic curtain Similar or equal to Bobrick B204-2, stainless steel rod similar or equal to Bobrick B6107X36 and curtain rings with rollers similar or equal to Bradley 9540.

g. Install new two wall toilet bar 48" x 36" similar or equal to AJW US130X-G4836R 1.5 & new L-shaped shower bar 16” x 32" similar or equal to CSI Bathware BAR-VR1632-TW-125-SA.

h. Install new surface mounted waste receptacle similar or equal to Bradley 344, 12 gallon.

i. Install paper towel dispenser previously removed and stored.

j. Install toilet tissue dispenser previously removed and stored.

k. Install new lavatory sink with faucet, shut-off valves, flexible connections, drainage pipe & carrier.

(See plumbing scope of works for equipment specifications).

l. Provide and install new fixed tilt mirror 24” x 36” similar or equal to Bradley 7405-2436.

m. Install soap dispenser previously removed and stored.

n. Provide and Install new toilet seat cover dispenser equal or similar to San Jamar TS510TBK.

o. Provide and Install new recessed Shampoo soap Shower Niche shelf, similar or equal to Swanstone

RS-2215, color to be select by Government.

p. New 24" surface mounted square towel bar similar or equal to Bobrick b6737-24

q. Construction of new concrete blocks wall attached to existing walls by steel bars with epoxy bond additive, including built concrete tie beams at wall top. The wall shall be built up to existing roof structure.

r. Apply smooth cement plaster finish both side of the concrete block wall.

s. Apply one coat of masonry primer similar or equal to SHERWIN-WILLIAMS LOXON Concrete and

Masonry Primer and two coat of acrylic latex paint similar or equal to SHERWIN-WILLIAMS Super

Paint. Color to be selected by Government.

t. Provide and install new Stainless Steel hook strip similar or equal to Bobrick B-232-24.

u. Provide and install new Compact folding seat similar or equal to ASI 10-8204.

v. Supply and install new hollow galvanize metal door gauge 18, 3’-0” x 6’-8” with fixed metal louver on new galvanized metal frame gauge 16.

w. Supply and install level cylindrical lock similar or equal to YALE 5400LN Series.

x. Install hollow metal door with 1.5 pair of 4.5” stainless steel ball Bering hinges.

y. Install new door closer similar or equal to Norton 8501.

z. Install new door stop, wall type.

1.2.2.2 New Kitchenette works:

a. Fill the floor level difference with 3000 psi concrete including steel re-bars placed at 12” center to center each way.

b. Install new 12” x 12” vinyl tiles similar or equals to standard Excelon vinyl composition tiles, Imperial texture. Color to be selected by Government.

c. Supply and install new 4” rubber wall base.

d. Install new reflected ceiling system with 2’ x 2’ sag resistant ceiling tiles similar or equal to

ARMTRONG 578B on white galvanized steel suspension grid 2” x 15/16” and supported on walls with molding. The system shall be supported by hanger wire gauge #12 and tied to the structural roof and shall including earthquake clips and accessories.

e. Provide and install new Base and wall cabinets fabricated in 5/8” PVC and laminated with plastic similar or equal to Wilsonart, heavy duty construction including sink base, vanity drawer base, Standard base, Corner base and two 30” wall cabinet with shelf, doors with soft close hinges, extra heavy duty full extension slides for drawers, and heavy duty pulls brushed satin nickel similar or equal to Furniture FW005-A10. Contractor shall include a blind corner cabinet organizer similar or equal to

Rev-A-Shelf.

f. Install solid surface counter top similar or equal to Wilsonart 0.50” thickness and backsplashes. Color to be selected by Government. Provide hole on counter top, in coordination with plumbing works, for double kitchen sink.

g. Provide and install new stainless steel wall mounted table similar or equal to Tabco FSS-W-243 24” X

36”.

h. Install paper towel and soap dispensers previously removed and storage.

1.2.2.3 New Aluminum glass windows and Doors;

a. Supply and install new single hung windows at opening Identify with type “A-1”, “A-2”, “A-3” & A-4 according with the dimensions and quantities illustrated in drawings. Single hung windows shall be similar or equal to C.R.LAURENCE U.S ALUMINUM, Blast Resistant, Defender Series BW8000.

b. Supply and install new fixed windows at opening Identify with Type “B” according with the dimension and quantities illustrated in Drawings. Fixed windows shall be similar or equal to

C.R.LAURENCE U.S. ALUMINUM, Blast Resistant, Defender Series BW8100

c. Supply and install new concealed Window at opening Identify with type “C” according with the dimensions and quantities illustrated in Drawings. Horizontal Sliding windows shall be similar or equal to C.R.LAURENCE U.S.ALUMINUM, Blast Resistant, Defender Series

BW7600.C.R.LAURENCE

d. Supply and install new Aluminum and Glass double entrance door similar or equal to

C.R.LAURENCE U.S. ALUMINUM, Blast Resistant, Defender Series BT601.

e. Install aluminum and glass wall vision panel at office area, see drawing for location and dimensions.

1.2.2.4 Other new works:

a. Supply and install new 12” x 12” vinyl tiles similar or equals to standard Excelon vinyl composition tiles, Imperial texture at exterior warehouse and new office area.

b. Supply and install new 4” rubber wall base at areas mentioned above.

c. Supply and install new flush hollow metal door 3’-0” x 7’-0” gauge 18 with galvanized frame gauge

16 at exterior warehouse room. (items d, e, f & g are hardware items for this door)).

d. Supply and install level cylindrical lock similar or equal to YALE 5400LN Series.

e. Install hollow metal door with 1.5 pair of 4.5” stainless steel ball Bering hinges

f. Install door bumper threshold similar or equal to National Guard model# 950V-4.

g. Install perimeter gasketing weatherstrip similar or equal to Pemco 29310CS.

h. Install concrete blocks in the opening of windows modified due to new window sizes or their removal.

Contractor shall remove the cement plaster on opening sill and jamb, install rebar dowels with epoxy bonding additive.

i. Cover interior and exterior concrete blocks with cement plaster to match existing surround area.

j. Apply one coat of primer similar or equal to SHERWIN-WILLIAM LOXON and two coat of acrylic latex paint similar or equal to SHERWIN-WILLIAMS Super Paint. Color to be selected by

Government.

k. Construction of 7’-0” height gypsum board wall at office area.

l. Supply and install new hollow metal door, 3’-0” x 6’-8” gauge 18 with galvanized frame gauge 16 at new office area.(Items m,n,o and p are hardware items for this door)

m. Supply and install level cylindrical lock similar or equal to YALE 5400LN Series.

n. Install door with 1.5 pair of 4.5” stainless steel ball Bering hinges.

o. Install new door closer similar or equal to Norton 8501.

p. Install new floor door stop similar or equal to BALDWIN BAW1374.

q. Repair Building entrance (elevation E-4) 1” step with concrete with product similar or equal to

ARDEX CP. Before install the concrete topping, contractor shall scarify ½” on ramp surface.

r. Supply and install new Galvanized frame 6” X 2” gauge 16 with safety glass vision panel, Pass thru opening provision and speak thru grill. Finish opening size 36” x 36” at 30” height from finish floor.

1.2.3 Mechanical/Plumbing works, contractor shall perform all works indicated in drawing Sheet P-1 in accordance with, 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. Supply and Install new Madera Chair height Ever Clean Toilet System with manual piston flush valve 1.28 gpf /4.8 Lpf, elongated floor mount similar or equal to American Standard 2854128.020 including heavy duty black seat with open front. Contractor need to make sure that the new toilet shall be compatible with the existing water and sewage rough-in. The plumbing work will include verifying that existing utility lines are clean and adequate prior to make equipment connection to the sewage systems.

b. Furnish and install new wall hung lavatory sink with 4-inch center-set similar or equal to American

Standard model 0355027.020. Install lavatory faucet Equal or similar to Colony Pro Model 6053.204.002

By American Standard with 1-1/4” grid strainer drain assembly, 1-1/4” metal P-Trap with clean-out, two

(2) 3/8” chrome angle stop valves and two (2) ½” Compression x 3/8” braided stainless steel flexible faucet supply hose.

c. Install new ADA transfer shower pan 36” x 36” similar or equal to Freedom Shower APA3636BFPAN.

d. Install 2” shower floor drain similar or equal to Koler Square Design Tile-in Shower Drain K-9136-PB.

e. Install Filter Shower rail system similar or equal to SPECTRA 9238759.002 and faucet similar or equal

SERIN T064WDXH501.002 by American Standard.

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

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

h. 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 Kitchenette Works shall include:

a. Supply and install new stainless steel double sink similar or equal to ELKAY DS23319 Dayton 33” drop.

Include 1-1/2” metal chrome p-trap, slip-joint drain center outlet waste gauge 17, drain fitting type 304 strainer basket and tailpiece (stainless steel).

b. Supply and install new Kitchen faucet similar or equal to American Standard 4803.350 Studio S 1.8 GPM

Single hole pre rinse polished chrome single handle. Include 3/8” compression TX ½” 20 in.braided stainless steel supply line.

c. Install new ½” x 3/8” angle stop valves for hot and cold water supply pipes with chrome nipple and chrome plated shallow escutcheon.

1.2.3.3. Air conditioning System.

a. Contractor shall protect the air condition system from the dust contamination coming from demolition and new woks, include the installation of temporary air filter during the project duration.

b. At the end of the construction works Contractor shall cleaning and sanitizing the air condition distribution system, from air handling to all supply air diffusers.

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 Electrical Demolition Plan:

a. Remove and Store lighting fixture as indicated on drawings.

b. Remove and dispose 2 x 4 Lighting Fixtures, round lighting fixture and square lighting fixture indicated on drawings.

c. Remove and dispose lighting switch indicated on drawings

d. Remove and dispose duplex receptacle indicated on drawings.

e. Remove and dispose damaged EMT conduit up to the acoustic ceiling, location indicated on drawings and dispose motion sensors for lighting control.

f. Remove and return to government breaker box K and its breaker. Remove EMT tube up to acoustic ceiling.

Circuit will be used on electrical installation plan sheet EI-1.

g. Remove and dispose Partition electrical receptacle.

1.2.4.2 Electrical Installation Plan kitchenette and Bathroom area.

a. Furnish and install new GFCI receptacles as indicated on drawings.

b. Furnish and install new duplex receptacle as indicated on drawings.

c. Furnish and install new 30 amps, single pole GFCI class A breaker for each under sink water heater on

MDP panel as indicated on drawings.

d. Furnish and install new under sink water heaters equal or similar to Stiebel Eltron mini series , for kitchenette area.

e. Furnish and install new tankless water heaters equal or similar to Stiebel Eltron DHC 4/6-2 TREND , for bathroom area. Install above acoustic ceiling as indicated on drawings.

f. New exhaust fan shall be connected to existing lighting circuit on bathroom.

g. Reinstall stored 2 x 4” lighting fixture on lighting pattern N circuit.

h. Use AWG # 12 THHN/THWN-2, AWG #12 Ground, 600v Cables for lighting fixtures, receptacles and exhaust fan.

i. Use AWG # 10 THHN/THWN-2, AWG # 10 Ground, 600v Cables for under sink water heater circuits.

j. Use AWG # 8 THHN/THWN-2, AWG # 10 Ground, 600v Cables for thankless water heater circuits.

k. Furnish and install new 3 / 4 EMT conduits for new circuit runs, they shall run exposed when on concrete walls, recessed when on gypsum board. They shall run through acoustic ceilings when performing interconnections with lighting circuits and run all the way to MDP panel. When splices are needed use 4 x

4 junction box above acoustic ceiling.

l. Furnish and install new 3 / 4 Flexible metallic conduits when performing interconnections in lighting circuits.

m. Furnish and install new passive infrared lighting switches for each indicated circuit. Refer to drawings for lighting pattern designations and splicing / termination instructions.

n. Furnish and install new lighting switches for each indicated circuit. Refer to drawings for lighting pattern designations and splicing / termination instructions.

o. Furnish and install new 1 x 4 lighting fixture. This circuit shall be controlled under lighting pattern M, reuse existing circuit and switch.

p. Furnish and install new 2 x 4 Lighting fixtures, equal or similar to METALUX 22GR-LD4-24-FI-UNV-

L835-CD1-U. These fixtures are part of lighting pattern G, Reuse existing circuit.

q. New 2 X 4 and 1 X 4 lighting fixtures shall be rewired to be single ended lighting fixtures and required to bypass lighting fixture ballast. Removed ballast is to be returned to government.

r. Furnish and install new cover plate as indicated on drawings.

s. Furnish and Install new lighting control motion sensor for indicated lighting pattern indicated on drawings.

1.2.4.3 Electrical Installation Plan office, radio room area and emergency lighting area.

a. Furnish and install new quadruplex receptacle, Re-use existing circuit.

b. New quadruplex receptacle on office area shall be installed recessed on gypsum wall and shall reuse existing power circuit from removed partition.

c. Use 3 / 4 “EMT Conduits for new receptacles. Exposed on concrete walls, recessed on gypsum walls

d. Furnish and install new incandescent emergency light, damp location rated, 120 V AC, equal or similar to

LUMAPRO 6CGL2, as indicated on drawings.

e. New 2 X 4 and 1 X 4 lighting fixtures shall be rewired to be single ended lighting fixtures, and required to bypass lighting fixture ballast. Removed ballast is to be returned to government.

f. Furnish and install new Magnet door lock with two push buttons. One push button will be installed beside main entrance for push to exit and another one near lighting switch at new office. These access control fixtures shall be connected to nearby receptacles.

g. Use 3 / 4” Flexible Metallic conduit when performing interconnections on lighting circuits.

h. Furnish and install new lighting switches for controlling lighting pattern at indicated locations. Reuse existing circuit and use 4 x 4 Junction Box for splicing above acoustic ceiling.

i. Use AWG # 12 THHN / THWN-2 for Receptacle and Lighting circuits.

j. Furnish and install new doorbell speaker chime and button. Speaker and button shall be installed on indicated locations on drawings.

1.2.4.4 Fire Protection New Works:

a. Coordinate site visit with the Contracting Officer Representative (COR) and ARA Contractor prior to performing any work related to the fire alarm system. Only COR shall coordinate the visit with

ARA.

b. Furnish and install new wall mounted double action pull station, locations indicated on drawings.

c. Furnish and install new Horn Strobe lights, location indicated on drawings.

d. Furnish and install new Heat detector for bathroom area.

e. Furnish and install new Strobe light for bathroom area.

f. Furnish and install new fire alarm control panel at location indicated on drawings.

g. Furnish and install new fire alarm annunciator panel at location indicated on drawings.

h. Furnish and install new duct smoke detector on existing air conditioning air supply.

i. Programming and testing is required.

j. Contractor shall ensure that the system communicates with Fire Department at Building 399 via telephone lines. Telephone lines to be provided by Contracting Officer Representative.

1.2.4.5 Electrical General:

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

All electrical works shall be done by a certified Electrician.

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.

When Performing works on acoustic ceiling, maintain and safeguard lighting fixtures and motion sensors in place.

Unless specified otherwise. When acoustic Ceiling is installed, properly fit each fixture in place.

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.

1.2.4.5 Fire protection General:

Minimum Conduit Size Shall be 3 / 4 “. (Maximum Conduit Fill 40%)

Quantity of conductors and size shall be in accordance to manufacturer’s recommendations.

All Conductors shall be color coded. No T taps or splices will be allowed. Run Conductors from device to device or device to control panel.

System shall be fully compatible with existing post fire alarm system (MONACO) at Building 399 Fire Department.

Pull Station Shall be mounted at Maximum of 12” inches ( horizontal ) from exit doors and 48” O.C. inches from

F.F.E.

Fire alarm control panel shall have sufficient memory to perform as specified and additional memory for ten

(10 EA) Addressable devices.

1.3 Proposal BREAKDOWN: Contractor shall submit a breakdown following the template provided by the

Government with the Solicitation. The breakdown shall be used as part of the evaluation process and to properly identify if contractor considered all work associated within the terms and conditions of the Statement of Work and drawings.

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 206 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 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) 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) 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.

1.7.5 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.

The latest version 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 Contractor's personnel shall wear clothing and/or identification badges identifying them as company employees.

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 enrollment 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 ten (10) 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 10 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 10 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…