W911SA-17-B-0023_Attachment_1_-_Revised_Scope_of_Work.pdf

SCOPE OF WORK

CA002 REPAIR INTERIORS

5340 BANDINI BLVD.

BELL, CA 90201

1.GENERAL PRE-AWARD:

1.1 The intent of this project is to provide the Government with a complete and usable product at the completion.

1.2 The Contractor shall furnish and install all plant, labor, materials; tools, equipment, and supervision necessary to provide a complete and usable project per the Scope of Work (SOW), Plans, Specifications and manufacturers recommendations. All work shall be free from defects.

1.3 The Plans and Specifications are to prescribe the details for the construction and completion of the SOW, which the Contractor undertakes to perform in accordance with the terms of the contract.

1.4 The Contractor shall visit the work site to verify the site condition. If the Contractor discovers any errors or omissions in the SOW, Plans or Specifications, the Contractor shall immediately call it to the attention of the

Contracting Officer (KO) and the Contracting Officer’s Representative (COR).

1.5 Where the Specifications and Plans describe portions of the work in general terms, but not in complete detail, it is understood that all work and materials will be of the highest standard using generally accepted industry practices.

1.6 The Contractor shall not interrupt the service function or disturb the support of any utilities without prior coordination with the COR/Area Facility Operations Specialist (AFOS). If any utilities are disturbed or damaged, the Contractor shall bear costs of repair or replacement.

1.7 The Contractor shall be responsible for and repair any damage to the grounds and structures caused by the

Contractor or his/her sub-Contractors during the performance of this project.

1.8 Any said work in the Plans and Specifications and not in the written SOW or in the SOW and not in the

Plans or Specifications shall be as though shown or mentioned in both.

1.9 The Contractor shall verify all dimensions, site conditions, and any other items required to install a complete and ready to use product, prior to submitting a bid proposal for construction.

1.10 Prior to bidding, the Contractor shall provide to the KO and COR a written list of all exclusions, omissions, and any other work that he/she considers not in the scope of work that would prevent this from being a complete and ready-to-use product. If the Contractor does not provide a list of exclusions or omissions, it will be considered that all work is be completed to provide a complete and ready to use product.

1.11 The Contractor shall provide a project manager and alternate that is able to read, write, speak, and understand English.

1.12 The Contractor shall perform all the services of this contract Mon - Sunday during regular business hours or when coordinated with facility personnel in advance. Facilities will be closed on all Federal Holidays.

1.12.1 Federal Holidays are as follows;

New Year’s Day – January 1

Martin Luther King Jr. Birthday – third Monday of January

Washington’s Birthday – third Monday of February

Memorial Day – final Monday of May

Independence Day – July 4

Labor Day – first Monday of September

Columbus Day – second Monday of October

Veterans Day – November 11

Thanksgiving Day – fourth Thursday of November

Christmas Day – December 25

1.12.2 Actual day observed for the following holidays is subject to change when the holiday date falls on a weekend; New Year’s Day, Independence Day, Veterans Day and Christmas Day.

1.13 The Contractor shall provide signs, barriers, and barricades to provide a safe working area. Requirements of Occupational Safety and Health Act, latest edition and U.S. Army Corps of Engineers "Safety and Health

Requirements Manual", latest edition, shall be strictly enforced and adhered to at all times at the job site.

1.14 The Contractor shall comply with Army Regulation (AR) 600-63, Army Health Promotion for controlling smoking in government buildings and facilities. In general NO SMOKING is allowed within building or within

50’ of any exit or door. Facility personnel can direct personnel to authorized smoking areas.

1.15 The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. This can include storm water permits, US Army Corps of

Engineers permits, state water resources permits, US fish and wildlife permits, etc.

1.16 Antiterrorism Level I training. This standard language is for Contractor employees with an area of performance within an Army controlled installation, facility or area. All Contractor employees, to include sub-

Contractor 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. 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 30 calendar days after completion of training by all employees and subcontractors personnel. AT level I awareness training is available at the following website:

http://jko.jten.mil

1.17 iWATCH Training. This standard language is for Contractor employees with an area of performance within an Army controlled installation, facility or area. The Contractor and all associated sub-Contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity

Antiterrorism Office. 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. This training will be completed no later than 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 45 calendar days after contract award.

1.18 Access and general protection/security policy and procedures. This standard language is for Contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all http://jko.jten.mil/ 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.

1.18.1 For Contractors requiring Common Access Card (CAC). Before CAC issuance, the Contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The Contractor employee will be issued a

CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

1.18.2 For Contractors that do not require CAC, but require access to a DoD facility or installation. 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.

1.19 Threat Awareness Reporting Program. For all Contractors with security clearances. Per AR 381-12 Threat

Awareness and Reporting Program (TARP),Contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2-4b.

1.20 The Contractor employees must be adequately trained in the handling and disposal of hazardous waste, in particular, lead paint and asbestos. Hazardous materials must be handled and disposed of appropriately by the

Contractor. Disposal is at Contractor’s expense. The Contractor must comply with all local, state, and federal environmental laws, regulations, and policies prior to final approval of work completed. National

Environmental Policy Act documents must be completed prior to award of the contract or notice to proceed.

2.GENERAL POST AWARD:

2.1 Where any conflict occurs between the requirements of federal, state, and local laws, codes, ordinances, rules and regulations, the most stringent shall govern.

2.2 The Contractor shall, at all times, keep the premises free from accumulation of waste material and rubbish caused by his work, or his subcontractors. At the completion of work, the Contractor shall thoroughly clean the work site. All debris, rubbish, and waste material shall be removed from the property at the Contractor’s expense and disposed of in an official disposal site.

2.3 The Contractor shall make no changes or deviate from the approved design of this project without written permission from the KO. In the case where a change is required, the Contractor shall notify the COR of the requirement and will not proceed with the change until such time as a modification to the contract is issued by the KO.

2.4 Prior to ordering any materials, the Contractor shall submit to the COR for approval submittals on all new items being installed. Submittal may be shop drawings, diagrams, catalog cut-sheets, samples, and any other related material.

2.5 The Contractor shall submit a written construction schedule of work for this project to the KO and COR prior to the start of the project.

2.6 The Contractor shall be responsible for the conditions of the job site, including safety of all persons, and property during performance of the work. Safety shall conform to all applicable Federal, State, local laws, codes and regulations established by the respective state

CA division of safety.

2.7 All work shall be in compliance with the current applicable federal, state and city codes.

2.8 All work shall be completed within 120 days upon receipt of Notice to Proceed.

3.SUBMITTALS:

Prior to ordering any materials, the Contractor shall submit to the COR for approval submittals on all new items being installed. Submittals may be cut sheets, samples, spec sheet, so long as it is clear and easily readable.

Submittals must be e-mailed, faxed or sent directly to the office of the COR using Engineer Form 4025-R, dated

March 2012, as the coversheet.

3.1 FINISHES:

3.1.1 All latex paint for doors, door frames, window sill, walls and ceilings.

3.1.2 All cleaning products used in the cleaning bathrooms tile.

3.1.3 All drop in ceiling tile.

3.2 FLOORING:

3.2.1 All vinyl tile

3.2.2 All ceramic tile

3.2.3 All cove base

3.3.4 All door thresholds

3.3.5 All floor stain and epoxy

3.3 INTERIOR INSTALLATION:

3.3.1 All door hardware

3.3.2 All fan exhaust fan motors

3.3.3 All window coverings

3.4 BATHROOM FIXTURES AND ACCESSORIES:

3.4.1 All toilets

3.4.2 All urinals

3.4.3 All sinks

3.4.4 All counters

3.4.5 All faucets

3.4.6 All shower heads

3.4.7 All privacy patricians

3.4.8 All mirrors

3.4.9 All soap dispensers

3.4.10 All toilet paper holders

3.4.11 All paper towel dispensers

3.4.12 All trash receptacles

3.5 WINDOW SEALS:

3.5.1 All window sealant compound: Provide preformed sealant of polybutylene or isoprene-butylene based pressure sensitive weather resistant tape or bead sealant capable of sealing out moisture, air and dust when installed as recommended by the manufacturer. At temperatures from minus 30 to plus 160 degrees F, the sealant must be non-bleeding and no loss of adhesion. Verify that each of the sealants are compatible for use with joint substrates. Guarantee sealant joint against failure of sealant and against water penetration through each sealed joint for five years.

3.5.2 All primer: Provide a non-staining, quick-drying type and consistency recommended by the sealant manufacturer for the particular application.

3.5.3 All backstop: Provide glass fiber roving or neoprene, butyl, polyurethane, or polyethylene foams free from oil or other staining elements as recommended by sealant manufacturer. Provide 25 to 33 percent oversized backing for closed cell and 40 to 50 percent oversized backing for open cell material, unless otherwise indicated. Make backstop material compatible with sealant. Do not use oakum and other types of absorptive materials as backstops.

3.8 DOORS:

3.1.5 Panic Bars

3.1.6 Single door levers.

3.1.7 Door closure repair kits

3.1.8 KABA SIMPLEX type locksets with panic hardware or similar in type.

4.SITE WORK: There are several buildings at this location that will be under this SOW. The Contractor shall repair interiors by changing out carpet, painting interior, taking out obsolete

Front of the building will not be used during construction. The Contractor will be responsible for removing existing furniture, place on site in a prechosen location and reinstall after work is complete. If at any time damage is caused to landscaping in this area it shall be the responsibility of the Contractor to repair the damage.

4.1 DEMOLITION:

BLDG. 004

4.1.2 Remove all window blinds.

4.1.2.1 Remove bathroom exhaust fans in each bathroom total four (04).

4.1.2.2 Remove one broken windows on the exterior of the building.

4.1.2.3 Remove all expansion joint material in rms. 116, 232 and 237. Clean and prepare this area for new material.

4.1.2.4 Remove door hardware as indicated on DWGS 4.2.8

BLDG. 005 OMS

4.1.3 Remove all electric cover plates, tape off outlets, switches, light fixtures and LAN drop outlets prior to painting. Mask off outlets, switches, and LAN drops to protect from paint. If there are any electrical outlets covers or switches missing or broken, the Contractor shall provide new covers to match existing.

4.1.3.1 Remove any signs, bulletin boards and interior blinds or other items that may be attached to the walls in preparation of Painting. Any items damaged in the removal will be replaced at expense to Contractor.

4.1.3.2 Remove any broken or damaged light covers.

4.1.3.3 Completely remove and dispose approximately 1400lf. Of cove base in offices, hallway, breakroom and bathrooms.

4.1.3.4 Contractor shall remove approximately 700sf of acoustical ceiling throughout the facility and dispose of off Government property. T-bars will remain, care to not damage them will be taken. If during demolition of ceiling tile T-bars are damaged Contractor will replace T-bars with no additional cost to the government.

Suspended ceiling framework shall be retained in place for new tile.

4.1.3.5 RM 2 remove panel board from back wall.

4.1.3.6 Remove bathroom exhaust fans in each bathroom total two (02).

4.1.3.7 Disconnect and remove existing package A/C unit and incidentals Demo unserviceable unit

4.1.3.7.1 The contractor shall reclaim R22 refrigerant from old systems

4.1.3.7.2 The contractor shall dispose of all equipment and refrigerant according to EPA guidelines.

BLDG. 321 AMSA

4.1.4 Remove all exterior door hardware i.e. .handles, closures etc.

BLDG. 331 WAREHOUSE

4.1.5 RMS 101 and 102 remove approximately 1423st of acoustic ceiling tiles.

4.1.6 Remove exterior door hardware i.e. .handles, closures etc.as shown on DWGS 4.7.

BLDG. 334

4.1.6 RMS. 210, 215, 120 and 122 Bathrooms have had several leaks in the plumbing. Remove all fixtures to include sinks, toilets, urinals and patricians.

4.1.6.1 Remove affected walls.

4.1.6.2 Remove all tile.

4.1.7 Remove all window (blast) curtains.

4.1.8 Remove all exterior door hardware.

Waste disposal

4.1.14 Steel and other recyclable metals will need to be safely dissembled and secured for transport off site.

4.1.15 Maintain proper construction waste management. Waste management must maximize the materials to be salvaged, recycled, or reused. All materials removed shall become the property of the Contractor, and be disposed of daily. The Contractor shall provide reports of all materials salvaged, recycled or reused.

4.1.16 Contractor shall submit copies of all waste disposal, transportation and disposal manifests including signed receipts from the landfill and or recycle plant.

4.2 INSTALLATION: This Scope covers multiple buildings. Some or all of the following work will take place in each of the buildings. Taking apart and removing furniture, storing furniture on site, painting and carpeting, cove base, window treatments, and re-installing furniture, installation of bollards, repairing bathrooms, replacing bathroom exhaust fans, wall installation, concrete stain, fitness room flooring, vinyl tile floor, ceiling acoustical tile and kitchen cleaning, Contractor will provide 10% attic stock of all materials used, i.e. paint, carpet, cove base.

4.2.1 BLDG. 004

4.2.1.1 Room 237 Install new patrician wall approximately 26’l x 12’h using 20 gage, 3 5/8” metal studs @ 16”

O.C., R-11 insulation & 5/8” sheetrock. Wall to be same height as existing walls. Walls are to be taped, textured and painted to match existing finished walls. See DWGS for 4.2 location.

4.2.1.2 The Contractor shall prime all previously painted surfaces, followed by Semi-Gloss enamel. All rooms, walls, offices spaces, hard lid ceilings, all doors, frames & trim (both sides), etc. Every room at the USARC shall be painted with a primer and finish-coat application.

4.2.1.3 Rooms 232 and 237 the Contractor shall prepare, tape, scrape, sand, wash, and repair all interior surfaces. Repair damaged walls and other surfaces to be painted as required by paint manufacturer’s recommendations. The Contractor shall patch all holes, dents, and breaks with drywall compound or similar material to include corners of walls. Remove all nails, screws, and patch all holes to match surrounding areas.

All loose peeling paint shall be prepped before painting. Any openings found in walls that contain electrical, cover with appropriate cover plates.

4.2.1.4 Install new 4” cove base mold to match existing room base mold.

4.2.2 Furnish and install exhaust fans in both men and women bathrooms 1st and 2nd floor. Exhaust fans shall meet all Local, State and Federal codes and meet cubic feet per minute requirements for exhausted air.

4.2.2.1 RMS 128, 129, 234, 235 replace all toilet seats.

4.2.2.2 Sanitize floor and wall tile in both bathrooms and showers.

4.2.2.3 Install shower rods and curtains between latrine and shower, shower and locker room. Each shower will have two curtains separating the showers from common areas.

4.2.2.4 Install in each of rooms 232 and 237 wood bench with steel pipe pedestals. There will be a total of twelve (12) benches. Location of benches will be chosen by the customer.

4.2.3 Room 237: In the room that is now a separate room from the locker install resilient athletic flooring vinyl composition tile Mannington Mills, Inc. with rubber base, or like material.

4.2.3.1 Install mirrored glass approximately shall be 14’ x 8’ installed on rear wall of the room.

4.2.4 Room 230 and 231: There use to be an accordion wall between these two rooms. That has been removed leaving it one large room. Approximate size of wall is 39’ with an 8’ high acoustic ceiling. Install new wall using 20 gage, 3 5/8” metal studs @ 16” O.C., R-11 insulation & 5/8” sheetrock. Wall to be same height as existing walls. Walls are to be taped, textured and painted to match existing finished walls.

4.2.4.1 Install new 110v electrical outlets in wall on both sides every 8’.

4.2.4.2 Install new 4” cove base mold to match existing room base mold.

4.2.5 Room 116 Paint walls one color and columns different color but on same color pallet. Customer shall pick color from an earth tone color pallet. Apply one primer coat and two finish coats as recommended by manufacturer’s application instructions. Take care to prevent overspray onto adjacent surfaces. Any overspray or over-painting onto adjacent surfaces shall be removed without damaging adjacent surfaces at no additional expense to the Government.

4.2.5.1 Rooms 116, all concrete flooring will be grinded with industry standard grinder to a level that will allow the stain to adhere to the surface. Ensure all area’s being effected will have dust barriers placed before grinding.

4.2.5.2 Patch/repair concrete floors to prepare them for stain.

4.2.5.3 Install Expansion joint, pre-molded, bituminous fiber for concrete floors.

4.2.5.4 Stain approximately 6700sf of concrete floors. Customer will choose the color of the stain.

4.2.5.5 Lay two (02) coats of epoxy – based clear coat liquid for cured concrete.

4.2.5.5 In kitchen and all rooms associated with it clean and sanitize all walls, floors and equipment in those areas. Acid-wash all grout with environmentally green products. RMS. are 112, 113, 114a, 114b, 114c and

114d.

4.2.6 Install six (06) bollards behind the building around the HVAC equipment.

4.2.6.1 Bollard shall be metal parking bumpers pipe bollards concrete filled and painted. See reference pictures bldg. 004 for location of bollards.

4.2.7 Replace one broken windows. Location is to the left outside room 225.

4.2.8 Contractor shall retrofit the exterior doors with panic bars on the interior of the door for quick exit in compliance with OSHA 29 CFR 1910.36(d)(1) and NFPA 101.

4.2.8.1 Remove old equipment noted in DWGS 4.2 to repair/replace with new equipment.

4.2.9 New vertical, 3" to 5" PVC blinds shall be installed thought the building.

4.3 BLDG 005 OMS:

4.3.1.1 The Contractor shall prepare, tape, scrape, sand, wash, and repair all interior surfaces. Repair damaged walls and other surfaces to be painted as required by paint manufacturer’s recommendations. The Contractor shall patch all holes, dents, and breaks with drywall compound or similar material to include corners of walls.

Remove all nails, screws, and patch all holes to match surrounding areas. All loose peeling paint shall be prepped before painting. Any openings found in walls that contain electrical, cover with appropriate cover plates.

4.3.1.2 All interior walls and hard ceiling shall be painted with single color, approximately 3000sf. Customer shall pick color from an earth tone color pallet. Apply one primer coat and two finish coats as recommended by manufacturer’s application instructions. Take care to prevent overspray onto adjacent surfaces. Any overspray or over-painting onto adjacent surfaces shall be removed without damaging adjacent surfaces at no additional expense to the Government.

4.3.1.3 Paint Door Frames: paint metal door frames with 2 coats of premium quality semi-gloss enamel paint.

4.3.1.4 Paint Door and Frames: Refinish all Exterior doors. Paint metal door frames with 2 coats of premium quality semi-gloss enamel paint. Doors will be painted with two coats of semi-gloss. All interior door frames will be painted with same paint and quality as the exterior door frames.

4.3.1.5 Hard ceiling shall be painted as per manufacturer recommendation.

4.3.1.6 Contractor shall repair any damaged T-bar ceiling grids.

4.3.1.7 Contractor shall replace all broken or damaged light covers, wall plates, door stops, light switches, electric panel covers, and receptacles as need throughout entire facility.

4.3.1.8 Contractor shall clean and paint all acoustical ceiling T-Bar.

4.3.1.9 Contractor shall install all new interior vertical 3” PVC blinds.

4.3.1.10 Contractor shall remove all light covers, clean and replace after painting has been accomplished. If light covers are broken contractor shall replace.

4.3.2 RMS 1, 2, 8, 9 and hallway, Contractor shall lay new VCT tile over old tile. Apply slurry overlay as recommended by the manufacturer as underlayment for new tile. Place it over old tile in preparation for new tile.

4.3.2.1 Contractor shall install approximately 750sf of solid vinyl composition tile, 12" x 12" x 1/8".

4.3.2.2 Install VCT in areas shown on drawings. VCT will be installed with no visible cracks or gaps. VCT will be straight and true with meeting corners.

4.3.2.3 Verify that the moisture content of concrete slabs, building air temperature and relative humidity are within the limits recommended by the manufacturer of the materials being used.

4.3.2.4 Place materials using adhesive cement in accordance with the manufacturer's instructions.

4.3.2.5 Floor tiles being placed near any concrete block walls will be scribed in to the concrete block so that they are tight to the block. Following tile installation, edge against block walls will be caulked using a vinyl caulk that matches the tile in color. Tile areas at doorways with thresholds will be replaced with like kind.

4.3.2.6 All new tile will be protected until the final cleaning and wax application can be accomplished.

Protection may be paper or plastic that is taped in place. All tile will be cleaned and have one coat of wax applied prior to the government’s acceptance of the tile portion of the contract.

4.3.2.7 Install approximately 1400lf of cove base. Cove base shall be 4” cove base in all throughout the building ensure factory corners are installed. Cove base will be installed so that there are no visible gaps between wall and base and between joints of base.

4.3.2.8. Thresholds shall be a Pemko #2005AT or equal extruded aluminum finish.

4.3.3 Contractor shall furnish and install approximately 350sf of acoustical panel ceilings. Replace demoed acoustical ceiling tile with the appropriate sized tile.

4.3.3.1 Contractor shall install Clean Room Class 100”, Celotex, Capaul or equal, 5/8 inches thick, vinyl wrapped moisture resistant mineral fiber, square edges, STC 40 - 44.

4.3.3.2 Acoustical tile shall be class A material with a flame spread not exceeding 25 and a smoke developed rating not exceeding 50 when tested in accord with ASTM E84.

4.3.4 Install door with frame in opening shown on the DWGS 4.3. Frame will be attaching to block wall. Edge clearances shall be provided as follows; between doors and frames, at head and jambs: 1/8”, at door sill where threshold is used: ¾” maximum above finish floor, at door sill where no threshold is used: 3/8” maximum above finish floor. Prior to installation, all frames must be checked and corrected for size, swing, square, alignment, twist and plumb. Alignment and Twist shall be within (+) (-) 1/16–inch.

4.3.4.1 Door must be at a minimum two hour fire rated exit door. Install Schlage Saturn S-series commercial door lever or equivalent handles with cylinder lock ant provide (03) three keys.

4.3.5 Contractor shall remove all grout in room shower RM 5 with a carbide tipped rotary grinder.

4.3.5.1 Contractor shall re-grout tile on shower wall with grout matching as close to existing grout.

4.3.5.2 Contractor shall seal tile and grout with penetrating sealer.

4.3.5.3 Contractor shall replace all toilet seats.

4.3.5.4 Furnish and install exhaust fans in both men and women bathrooms 1st and 2nd floor. Exhaust fans shall meet all Local, State and Federal codes and meet cubic feet per minute requirements for exhausted air.

4.3.6 Contractor shall retrofit the exterior doors with panic bars on the interior of the door for quick exit in

4.3.6.1 Contractor shall replace all existing door closures with industrial strength hardware.

4.3.7 Currently there is a packaged A/C roof top unit with DX cooling and natural gas heating. This is an obsolete product that is no longer manufactured by Lennox. The current unit has cooling capacity of 25000 BTUH and heating capacity (input) of 50,000 BTUH. The contractor shall supply/install a new high efficiency Carrier

Performance Series unit or equal to, to replace the old unit.

4.3.7.1 The new unit shall match the Tonnage and Voltage of the original unit.

4.3.7.2 Replace existing thermostat and all registers and grills throughout the building.

4.3.7.3 Ensure unit is level. Test and certify new unit operations and provide on-site final inspection and training to QAE as required.

4.4 BLDG 321 AMSA

4.4.1 Contractor shall retrofit the exterior doors with panic bars on the interior of the door for quick exit in

4.4.1.1 Contractor shall replace all existing door closure hardware with industrial strength hardware.

4.5 BLDG 331 Warehouse

4.5.1 Roll Up Door Operator: Contractor shall verify all existing conditions and dimensions.

4.5.1.1 The electrical installations shall be performed in a neat and professional manner. All conduit shall be installed level/plumb; run parallel/ perpendicular to the building and/or column lines, and be sized ¾” or larger.

All conduit couplings shall be of the compression or threaded type. All conduit, fixtures, and junction boxes shall be properly secured to the building structure.

4.5.1.2 All work shall conform to the current NFPA/NEC code, including NFPA 70E.

4.5.1.3 Motor shall be electrically operated 277/480 door mechanism with integrated function control panel and circuitry.

4.5.1.4 Door control panel shall display and provide a means for disconnecting electrically and provide full function operation, manually (hands height); at the location.

4.5.1.5 Door mechanism shall incorporate a safety mechanism to protect pedestrians and equipment from downward force of the door closing.

4.5.1.6 Verify that there is sufficient electrical voltage in the Existing panel to ensure 3 phase 480 vol electrical power to sustain proper identification, disconnecting means, and fuse protection; load capacity permitted and sufficient. Wiring from the operator to the panel shall be installed in ¾” EMT, (Electric Metallic

Tubing).

4.5.1.7 Permanently mount all door hardware and equipment to existing concrete structure. All necessary hardware and equipment shall be permanently mounted to the existing concrete structure.

4.5.2 Contractor shall replace all door hardware i.e. closures and panic bars on existing exit door.

4.5.2.1 Contractor shall retrofit the doors with panic bars on the interior of the door for quick exit in compliance with OSHA and NFPC.

4.5.2.2 Contractor shall replace all existing door closures with industrial strength hardware.

4.5.3 RM 101 and 102 Contractor shall furnish and install approximately 2000sf of acoustical panel ceilings.

Replace demoed acoustical ceiling tile with the appropriate sized tile.

4.5.4 Install diamond plate aluminum cover over wall damage. See DWGS 4.7 for location and wall detail.

4.5.4.1 Plate shall be 1/8” aluminum plate with diamond finish covering ¾” plywood.

4.5.4.2 Install bullnose cap on top of sheet.

4.5.4.3 Attached sheet to wall using beauty rings to guard against scratch and cuts.

4.6 BLDG. 334

4.6.1 There is a major issue with the plumbing in the bathrooms for both the first and second floor. Several leaks have been repaired just to have another leak appear. This work will be to open the walls inspect and repair any and all damage found to the plumbing. The Contractor shall observe the existing layout for the rest room partitions, doors, private partitions, and all other items and install new materials as per original layout. If there is a deficiency in the existing layout per code requirements, the Contractor shall notify the QAE in writing before commencing any work. Installation will consist of, but not limited to the following: New floor, wall tile, faucets, sinks, counter tops, toilets, and privacy partitions. Replace exhaust fans and diffusers. Replace all fixtures to include mirrors.

4.6.1.1 The Contractor shall keep one bathroom in working operation (1-men & 1-women) per building in service for use doing the construction phase.

4.6.1.2 Remove wet walls in all six bathrooms. Inspect plumbing and fix any issues found upon inspection.

4.6.1.3 Install new shower base pans to fit current dimensions of each shower. Walls of showers will be 4”x 4” ceramic tile.

4.6.1.4 Install 4”x 4” ceramic tiles on walls; tile color to be chosen by customer.

4.6.1.5 Install accent tile on the first two rows of wall tiles. Place bull nose tile on top of accent tile to provide a finished appearance.

4.6.1.6 Install new shower fixtures. Shower heads will be Sava Spa Showerhead made by Niagara Conservation

Item # N2515CH or equal to. The restrooms and all devices shall meet all the provisions on International Code

Council / American National Standards Institute A117.1.

4.6.1.7 Install new counter tops using “Silestone” or equivalent solid surface material with integrated sinks, same dimensions as old countertops. Rms. 131, 131A pedestal sinks will be replaced by counter tops with sinks.

Color to be matched as close to possible to existing room 109. One (1) each vanity fixture centered under mirrors in rooms 131, 115 and 141 and one (1) recessed CFL can light in each.

4.6.1.8 Install beveled edged mirrors centered over counters in each bathroom.

4.6.1.9 Install new faucets, “American Standard Innsbrook” or equivalent. Install new plumbing for all faucets.

4.6.1.10 Install new urinal, “American Standard Washbrook 1.0 gpf Washout Top Spud Urinal with Manual

Flush Valve System” or equivalent.

4.6.1.11 Install new toilets, “American Standard Prison Instanto 3.5 Toilet or equivalent with associated plumbing. Toilets shall be engineered for very low flow and flush valve operated.

4.6.1.12 Install new privacy partitions around toilets, similar size to existing partitions, “Solid Phoenolic from

AllPartitions.com” or equivalent. Partitions shall include hardware for double toilet paper rolls, floor mount may be acceptable.

4.6.1.13 Install new exhaust fans. Exhaust fans shall meet all Local, State and Federal codes and meet cubic feet per minute requirements for exhausted air.

4.6.2 Contractor shall retrofit the exterior doors with panic bars on the interior of the door for quick exit in

4.6.2.1 Remove old fixtures noted in DWGS to repair/replace with new equipment.

4.7 EXTERIOR

4.7 Replace Window Seals on Bldgs. 001, 004, 005, 334

4.7.1 Do not install sealants when ambient temperature is less than 40 degrees F during and 48 hours after installation. Provide a sealant compatible with the material(s) to which it is applied. Do not use a sealant that has exceeded shelf life or has jelled and cannot be discharged in a continuous flow from the gun. Apply the sealant in accordance with the manufacturer's printed instructions with a gun having a nozzle that fits the joint width. Force sealant into joints to fill the joints solidly without air pockets. Tool sealant after application to ensure adhesion. Make sealant uniformly smooth and free of wrinkles. Upon completion of sealant application, roughen partially filled or unfilled joints, apply sealant, and tool smooth as specified. Apply sealer over the sealant when and as specified by the sealant manufacturer.

4.7.2 For Aluminum Surfaces, remove temporary protective coatings from surfaces that will be in contact with sealant. When masking tape is used as a protective coating, remove tape and any residual adhesive just prior to sealant application. For removing protective coatings and final cleaning, use non-staining solvents recommended by the manufacturer of the item(s) containing aluminum or bronze surfaces.

4.7.3 For concrete and masonry surfaces, where surfaces have been treated with curing compounds, oil, or other such materials, remove materials by sandblasting or wire brushing. Remove laitance, efflorescence and loose mortar from the joint cavity.

4.7.4 Install integral joint sealers around exterior windows. Joints and recesses formed where frames and sub-sills of windows, and vents that clear at interior adjoin masonry, concrete, wood framing, and exterior siding.

Use sealant at exterior wall penetrations.

4.7.5 Do not add liquids, solvents, or powders to the sealant. Mix multicomponent elastomeric sealants in accordance with manufacturer's instructions.

4.7.6 Place masking tape on the finish surface on one or both sides of a joint cavity to protect adjacent finish surfaces from primer or sealant smears. Remove masking tape within 10 minutes after joint has been filled and tooled.

http://www.americanstandard-us.com/urinals/Washbrook-1-0-GPF-Urinal-with-Manual-Flush-Valve-4903/ http://www.americanstandard-us.com/urinals/Washbrook-1-0-GPF-Urinal-with-Manual-Flush-Valve-4903/

4.7.7 Immediately prior to application of the sealant, clean out loose particles from joints. Where recommended by sealant manufacturer, apply primer to joints in wood, and other porous surfaces in accordance with sealant manufacturer's instructions. Do not apply primer to exposed finish surfaces.

4.7.8 Joint Width-To-Depth Ratios: Acceptable Ratios: Minimum Maximum For metal, glass, or other nonporous surfaces: 1/4 inch (minimum) 1/4 inch 1/4 inch over 1/4 inch 1/2 of Equal to width. For wood, concrete, masonry, or stone: 1/4 inch (minimum) 1/4 inch 1/4 inch Over 1/4 inch to 1/2 inch 1/4 inch Equal to width Over 1/2 inch to 2 inch 1/2 inch 5/8 inch Over 2 inch. (As recommended by sealant manufacturer)

4.7.9 Install backstops dry and free of tears or holes. Tightly pack the back or bottom of joint cavities with backstop material to provide a joint of the depth specified. Install backstops where joint cavities exceed the acceptable maximum depths specified in paragraph entitled, "Joint Width-to-Depth Ratios".

4.7.10 Upon completion of sealant application, remove remaining smears and stains and leave the work in a clean and neat condition. For masonry and other porous surfaces immediately scrape off fresh sealant that has been smeared on masonry and rub clean with a solvent as recommended by the sealant manufacturer. Allow excess sealant to cure for 24 hour then remove by wire brushing or sanding. For metal and other non-porous surfaces, remove excess sealant with a solvent-moistened cloth.

4.8 Bldg. #004 POV Lot, OMS and AMSA Asphalt Repair: The Contractor shall install Type II Roadway

Slurry Seal, Repair damaged asphalt and Re-stripe the MEP roadway. See Site Plan DWGS for location.

4.8.1 The Contractor will identify all areas to be repaired by spray painting the outside corners of the work area.

All areas will be inspected by the Government prior to saw cutting for accuracy in quantities. It will be the

Contractor's responsibility to assure that all straight lines are horizontal and vertical to traffic patterns.

4.8.1.1 The Contractor will cut the area, remove any unsuitable material or debris to obtain a proper base, and ensure a depth not to exceed 12 inches. Clean ABC will then be applied to a depth of 2 inches below existing grade.

4.8.1.2 A tack coat of asphalt emulsion shall be applied to base and sides of area to be patched. Hot mix shall be used to fill, and the area shall be compacted to the level of the adjacent surfaces. The Contractor shall be responsible for the removal of all debris resulting from the patching and shall dispose the debris in sites designated by the COR or his designee.

4.8.1.3 The contractor shall excavate unsuitable subgrade material for stabilization and considered waist by the government; materials will be removed off the military property and at the contractor’s expense.

4.8.1.4 Seal all cracks ¼” or larger, mill irregular and high areas, clean, prime and slurry seal.

4.8.1.5 Before sealing, the cracks shall be cleaned of any loose or spelled pieces of asphalt concrete adjacent to the crack. Cleaning shall be accomplished by the use of a jet compressed air with air pressure not less than 90 psi.

4.8.1.6 Hot-poured sealant materials shall not be heated in excess of the safe heating temperature recommended by the manufacturer as shown on the sealant containers. Sealant that has been overheated or subjected to heating for over 3 hours or that has remained in the applicator at the end of the day's operation shall be withdrawn and wasted.

4.8.1.7 Joints shall be sealed immediately following final cleaning of the joint walls and following the placement of separating and blocking media. The walls of the joint shall be surface dry, and the atmospheric temperature and pavement temperature within the joint opening shall both be above 50 degrees F and rising at the time of application of the sealant. Open joints ready for sealing that cannot be sealed under the conditions specified or when rains interrupt sealing operations shall be blown out and allowed to dry prior to installing sealant.

4.8.1.8 The joints shall be filled from the bottom up to within 1/8-inch of the pavement surface, plus or minus

1/8-inch, using equipment approved for the type of sealant to be installed. Excess or spilled sealant shall be removed from the pavement by approved methods and shall be discarded. Traffic shall not be permitted over newly sealed pavement until authorized by the COR or his designee. In no case shall Type II sealant be installed using gravity methods and pouring pots. When a primer is supplied by the manufacturer of a sealant, it shall be applied evenly to the joint faces in accordance with the manufacturer's recommendations. Material used for these checks may be returned to the proper component reservoir. Joints shall be checked frequently to ensure the newly installed sealant is cured to a tack-free condition within 3 hours.

4.8.1.9 When seal has cured, re-stripe and place new bumper blocks at each parking space. All previous lane markings or parking lot striping will be replaced after the paving has been repaired. No striping will take place in less than 48 hours or more than 30 days, of optimum weather conditions to ensure that the sealant has cured.

4.8.2. Existing parking lot stripes will be overlaid with a slurry seal and no further preparation will be required.

4.8.2.1 All paint being used will be highway grade paint and applied with a mechanical applicator. Width of parking lot lines will be four inches in width and match the existing striping currently in the MEP lot. All lot lines will be white in color.

5.WARRANTY:

All work specified in this contract shall have a warranty of a minimum period of one full calendar year for parts and labor from the customer’s acceptance date. At the final acceptance walk-through, the Contractor shall provide to the COR a signed warranty letter.

6.QUALITY CONTROL AND INSPECTIONS:

6.1 All work shall be inspected by the Contractor’s quality control person and final inspection shall be performed by the COR prior to final payment.

6.2 Contractor shall maintain a clean, clear, and safe working environment at all times.

6.3 Only qualified personnel familiar with the proper construction techniques shall be used.

6.4 All site coordination shall be accomplished through the 63rd RSC AFOS’s listed below.

7.POINTS OF CONTACT:

AFOS: Adam Armendariz

(562) 519-8849 david.a.armendariz5.ctr@mail.mil

COR: Matthew M. Buretz

(562) 331-5793 matthew.m.buretz.civ@mail.mil

Thomas Wiley

Senior Engineering Technician

Digitally signed by

WILEY.THOMAS.EDWARD.1162678120

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=WILEY.THOMAS.EDWARD.1162678120 Date: 2016.12.19 13:03:29 -08'00' mailto:david.a.armendariz5.ctr@mail.mil mailto:matthew.m.buretz.civ@mail.mil

DWGS SITE PLAN

Indicates area to be repaired and resurfaced.

Indicates area to receive parking bumpers

222TECH

RM 104

SF541

201" MPAO

RM118

u

222MPAO

RM107

SF591

Locker room

201" MPAD

RM117

SF497

OPCN re A BO\/'[

MECH

RM116

222 MPAD AM 107A

SF 131

SF314

SIPERNET

RM 108

SF402

302MPAD

COR/1SGT

RM114

SF319

222 EDIT

RM 109

SF 580

730"TC

35"MHD

51"MHD

RM 112

SF909

302MPAD

RM 113

SF572

Cf.P '"'")Jl . M[CH ll.N I Co!oL ...

• CRC

u

Q \fl

1 ;

to 0..

FIR ST FLO O R PLAN BLD G .# 1

PA TT O N H A LL U SA R C , B ELL , CA

LTCDETCMD

: . RM104B

SF 158 ·

===::.--------- "t: :

:: 222PAD

: RM 104A

,, SF 420

liOlL-uP C.R,.TC

DWGS 4.1 Bldg. 001 CONT.

DWGS 4.2 Bldg. 004

Band Room

3359 SF

Assembly Hall

3562.5 SF

Paint and stain floor

115A

DWGS 4.2 Bldg. 004 CONT.

Install new wall with door stain the floors.

Install new wall between rooms.

DWGS 4.2.8 BLDG 004

PANIC BARS

KABA W/PANIC

CLOSURE REPLACE/REPAIR

DWGS 4.2.8 BLDG 004 CONT.

PANIC BARS -12

SINGLE DOOR LEVER – 20

DOOR CLOSURE REPLACEMENT – 22

TOTAL “KABA SIMPLEX” TYPE LOCKSETS W/ PANIC HARDWARE - 6

DWGS 4.2 Bldg. 005 Cont.

PANIC BARS -3

DOOR CLOSURE REPLACEMENT – 3

Location of door and frame

DWGS 4.4 Bldg. 321 AMSA

PANIC BARS -17

DOOR CLOSURE REPLACEMENT – 17

DWGS 4.7 Bldg. 331 Warehouse

Location of diamond finish plated wall.

Location of athletic flooring

PANIC BARS -1

DOOR CLOSURE REPLACEMENT – 1

Location of new door motor

DWGS 4.6 Bldg. 335

PANIC BARS -21

DOOR CLOSURE REPLACEMENT –21

DWGS 4.6 Bldg. 335 CONT:

PANIC BARS -14

DOOR CLOSURE REPLACEMENT –14

DWGS 4.1 Paint Drawing Calculation

PAINTING CALCULATIONS WORK SHEET

LOCATION:_CA002 Bell Bldg 004 _ WORK ORDER NR ---- DATE: 11- I-23 I 16

ROOM#

LENGTH

WIDTH

CEILING

HEIGHT

PAINT Y/N

CARPET

YIN

SQ

FOOTAGE

SQUARE

WIDTH SQ

FOOTAG E

TOTALWALLS SQ

CEILING SQ

TOTAL SQ

WITHOUT

CEILING

PAINT

TOTAL ROOM

SQ FOOTAGE

WITH CEILING

PAINT

230 16.4 14.75 8 n

262.4 236 498.4 241.9 498.4 740.3

232 27 30 12 n 648 720 1368 810 1368 2178

237 26 26 12 n 624 624 1248 676 1248 1924

116 56 63 24 n 2688 1512 4200 3528 4200 7728

237A 10 10 12 y 240 120 360 100 360 460

Total

7674.4

5355.9

7674.4

13030.3 y 0 0 0 0

0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 y 0 0 0 0 0 0 y 0 0 0 0 0 0 y 0 0 0 0 0 0

0 0 0 0 0 0

Paint Drawing Calculation CONT:

LOCATION:_CA002 Bldg.005 OMS_ WORK ORDER NR---- DATE: 11 I 23 I 17

ROOM #

W IDTH

PAINT YIN

TOTAL WALLS

SQ FOOTAGE

CEILING SQ

TOTAL SQ

WITHOUT

CEILING PAINT

TOTAL ROOM

SQ FOOTAGE

WITH CEILING

PAINT

1 18 18 8 y

2 17.25 11.9 8 n

190.4

466.4

205.275

466.4

671.675

Hall 7 7 8 y

4 9.75 10 4 y

97.5

215.5

6 12 12 8 y

7 11.5 12 4 y

8 11.5 10.5 8 n

92 84

120.75

296.75

9 7 9 8 y

Totals

2116.4

1141.525

2116.4

3257.925

Paint Drawing Calculation CONT:

LOCATION: CA002 Bell BLDG 334 WORK ORDER NR --- DATE: 11 I 28 I 16

ROOM #

WIDTH

PAINT Y/N

TOTALWALLS

SQ FOOTAGE

CEILING SO

TOTAL SQ

WITHOUT

CEILING

PAINT

TOTAL ROOM

SQ FOOTAGE

WITH CEILING

PAINT

122 20 15.5 8 y n

121 9 5 8 n n

120 15 15 8 y n

210 15 15 8 y n

213 9 5 8 y n

215 12 14 8 y n

Totals

Reference Pictures Bldg. 004:

One of two broken windows Area that will get a shower curtain

Example of area that will get stain Example of toilet seat that will get replaced. Total

(09) Nine.

Area that will be receiving athletic flooring Classroom getting wall.

Typical exterior mechanical room door. RM. 115

Kitchen getting sanitized

Area where bollards will be installed. (06) Six Total

Reference Pictures Bldg. 005:

Area where frame and door will go

Plate of old HVAC system being replaced.

Reference Pictures Bldg. 331 Warehouse:

Door that is getting new door operator

Wall that is getting the diamond backed cover.

Example of diamond plated shield for high use walls.

Reference Pictures Bldg. 334:

Door Closures are broke and need repair

Signs of previous leaks

Blast curtains to be removed