W911SA-17-B-0007_Attachment_1_-_SOW_&_Drawings.pdf

SCOPE OF WORK

CA088 REPAIR INTERIOR

THRALL HALL ARC 1284 7TH St.

UPLAND, CA 91786

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 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. 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 subcontractor 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 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 90 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.

3.1.1 Paint:

3.1.2 Carpet:

3.2.3 Cove Base:

3.2.4 Ceiling Tile:

3.1.4 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.

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

3.1.5 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.

4. SITE WORK: The Contractor shall repair interior by changing out carpet, painting interior, taking out obsolete HVAC equipment and re-sealing exterior windows of the building as per drawings of the Admin building located at the Upland USARC. 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:

Interior

4.1.1 Take apart in a clean and professional manner all furniture in the areas affected by this contract. The work will be conducted in stages. The furniture will be stored on site. Space will be given on site for the storage of the furniture. The contractor will organize all furniture and furniture components in a neat and organized manner.

4.1.2 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 Remove any signs, bulletin boards and interior blinds or other items that may be attached to the walls in preparation of Painting. These items will be reinstalled after painting. Any items damaged in the removal will be replaced at expense to contractor.

4.1.4 Remove any broken or damaged light covers.

4.1.5 Completely remove and dispose approximately 8,300sf. of carpeting and 3000lf. Of cove base. All mastic must be removed with a solvent and/or a grinding method, and thoroughly cleaned. See drawings DWGS 4.2 for carpet location.

4.1.6 Contractor shall remove approximately 11,000sf 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. See Appendix A for location of ceiling.

4.1.7 Remove and protect all existing security bars on the exterior of the windows, to include the wire screen.

Remove all existing window frames and glass, and dispose of off-site in approved land fill.

HVAC

4.1. The Contractor shall “Make Safe” all electrical service to all HVAC equipment before any work can be performed. All associated breakers and disconnects shall be locked out to eliminate any possibility of electric shock during any work procedure. All HVAC diffusers and Exhaust grills will be removed during the ceiling demolition. All duct work leading above acoustical ceiling will also be removed.

4.1.8 In rooms 106 and 129 completely remove obsolete air handlers and any equipment associated with the obsolete HVAC system in these rooms. Work shall be conducted in the highest workmanship manner.

4.1.9 Whenever possible, members shall be unbolted rather than torch cut. Where cutting is necessary, saw cutting is preferable to torch cutting. Procedures to promote safety, health, and protection of the environment per 29 CFR 1926.62 shall be followed.

4.1.10 Remove approximately eighty eight (88) air registers and return grills located in the existing acoustical ceiling.

4.1.11 Remove all ductwork associated with the obsolete HVAC system.

4.1.12 Remove all obsolete temperature sensor located on walls and ceilings of rooms.

4.1.13 The Contractor shall be responsible for damage caused by the work and shall repair or replace same to the satisfaction of the Government. Obtain COR’s approval of methods, materials, equipment or products for repair or replacement prior to use. All such repair or replacement shall be performed promptly at no additional cost to the Government. The Government will place special emphasis and requirements for repair or replacement of damage to underground utilities, lawns, grassed areas, existing structures, sidewalks, curbing, railings and pavements.

Windows

4.1.14 Completely remove all exterior window screens, frame and glass, for both training building and OMS building. Dispose of removed materials in an off-site approved land fill.

4.1.15 Remove existing curtains, blinds, or other window coverings.

4.1.16 Remove window bars, clean, prep and paint all exterior window security bars and reinstall in the previous locations. Any touch up painting of the structure will be accomplished using a matching paint color.

4.1.17 Contractor shall do all touch ups and repairs to existing walls to present the users with a complete and usable product. All touch up will match the surrounding area.

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 taking apart and removing furniture, storing furniture on site, painting, carpeting, new ceiling tile, re-installing furniture, HVAC termination/removal and exterior window seals. Contractor will provide 10% attic stock of all materials used, i.e. paint, carpet, ceiling tile, cove base.

4.2.1 INTERIOR: 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.

4.2.2 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.

4.2.3 All interior walls shall be painted with single color. 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.

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

4.2.5 The Contractor shall prime and paint all stairwell handrails to match door frames.

4.2.6 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.

4.2.7 Bulletin boards and signs shall be re-installed by contractor after completion of the painting project (complete). The Contractor shall provide materials to re-install bulletin boards and signs.

4.2.8 Contractor shall move, cover, and protect all furniture in preparation of painting. Each room shall be completed before moving on to the next room. Rooms will be done in groups. The Contractor and the building manager shall agree to how many rooms can be painted at a time.

4.2.9 Center personnel will be responsible for moving all personal equipment/material and ADP equipment prior to start of painting in their area.

4.2.10 Hard ceiling shall be painted as per manufacturer recommendation.

4.2.11 Contractor shall protect and not paint over existing Airborne painting in hall #2 next to Arms Vault.

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

4.2.13 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.

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

4.2.15 Contractor shall clean all blinds, if blinds are damaged contractor shall replace blinds.

4.2.16 Contractor shall remove all light covers, clean and replace after painting has been accomplished.

4.2.17 Reinstall any signs, bulletin boards and blinds or other items that were removed from the walls prior to paining.

4.3 CARPET: DWG 4.2 INTERIOR INSTALLATION/FLOORING

4.3.1 Contractor shall install approximately 9200sf of carpet. Carpet shall be 28 ounce, solution dyed nylon, rubber like backing 25” tiles. There will be approximately 3,300lf of cove base. Cove base shall be 4” base mold throughout building with factory corners. Install app. 16,000sf of carpet. Carpet shall be 28 ounce, solution dyed nylon, rubber like backing 25” tiles.

4.3.2 Install approximately 3300lf of cove base. Cove base shall be 4” cove base throughout building with factory corners. Cove Base will be installed in all areas that receive carpet. Cove base will be installed so that there are no visible gaps between wall and base and between joints of base.

4.3.3 Provide extra material from same dye lot consisting of uncut carpet tiles for future attic stock. This shall be a minimum of 10 percent of total square yards of each carpet type, pattern, and color.

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

4.3.5 Do not install carpet on surfaces that are unsuitable and will prevent a proper installation. Repair holes, cracks, depressions, or rough areas using material recommended by the carpet or adhesive manufacturer. Free floor of any foreign materials and sweep clean. Before beginning work, test subfloor with glue and carpet to determine “open time” and bond.

4.3.6 If any doors are catching on the carpet ensure the door is set properly. If this does not help with the catching on the door plane the door until issue is resolved.

4.3.7 Repair/Replace stair treads: there are two stairwells that have thresholds that need repair/replacement.

Replace with the same type of material already in place. Paint stair risers and side rails with 2 coats of premium quality semi-gloss paint.

4.4. ACOUSTIC CEILING:

4.4.1 Contractor shall furnish and install all acoustical panel ceilings. Replace demoed acoustical ceiling tile with the appropriate sized tile.

4.4.2 Contractor shall install Clean Room Class 100”, Celotex, Capaul or equal, 5/8 inches thick, 24” x 48, vinyl wrapped moisture resistant mineral fiber, square edges, STC 40 - 44.

4.4.3 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.

4.5 MISCELLANIOUS INTERIOR REPAIR:

4.5.1 Kitchen Walls and Floors: Prior to painting walls in the kitchen and rooms associated with the kitchen, clean and sanitize all walls, floors and equipment in those areas. Acid-wash all grout with environmentally green products. Repair floor as needed.

4.6 EXTERIOR

4.6.1 WINDOW REPLACEMENT: Contractor shall make site visit and take precise measurements of window system to include glazing and frame for replacement. All exterior windows for both training building and OMS building are to be replaced. Security bars on to be taken down and reinstalled after window replacement.

4.6.1.1 Operable windows are to be arranged as existing windows. Screens will be provided for all operable windows. Solid surface material shall be used for interior sills.

4.6.1.2 Windows will comply too the following standards: Comply with air, water and structural requirements in AAMA/WDMA/CSA 101/I.S.2/A440-05 and AAMA 910-93 for type and classification of window required.

Heavy Commercial Grade, AAMA 101 BLAST Mitigation: Provide system designed to meet or exceed requirements of UFC 4-010-01( Feb. 9, 2012 with Change 1 dated Oct 1, 2013) “DOD Minimum Antiterrorism Standard for Buildings”.

4.6.1.3 The Contractor’s Engineer of Record shall determine requirements of windows per: UFC 4-010-01 DOD Anti-Terrorism (latest edition available) Applicable Level of Protection: Very Low Applicable Explosive Weight: Type II

Frames to meet deflection limits per the UFC and ASTM. Nominal Laminated Glass Thickness w/PVB interlayer requirement: At Conventional Construction Standoff Distance. Insulated Glass Unit shall be minimum ¼” thick exterior pane and ¼” laminated (.030” PVB) interior pane. Provide required attachment to the existing structure to meet DOD anti-Terrorism requirements. All fasteners shall be concealed. The Contractor shall provide anchorage calculations prepared by a professional engineer. Thermal Break Type, Glazing: Insulated Glass Low E, outer layer tinted glass, interior layer clear glass, Aluminum Finish: Bronze Anodized Aluminum. All frames to be sealed inside and out. All sealant to be bronze in color to match the framing.

4.6.2 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.

4.6.2.1 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.

4.6.2.2 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.

4.6.2.3 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.

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

4.6.2.5 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.

4.6.2.6 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.

4.6.7.7 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)

4.6.7.8 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".

4.6.7.9 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.

4.7 PARKING LOT REPAIR: The Contractor shall install Type II Roadway Slurry Seal, Repair damaged asphalt and Re-stripe the MEP roadway.

4.7.1 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.

4.7.1.1 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.

4.7.1.2 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.

4.7.1.3 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.

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

4.7.1.5 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.

4.7.1.6 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.

4.7.1.7 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.

4.7.1.8 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.

4.7.1.9 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.

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

4.7.2.1 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.

4.7.3 At the area in front of the OMS bay doors there is a hump in the natural surface of the drive. See DWGS for location. Saw cut approximately 3000sf of asphalt. Remove existing earth material to an average depth of 12” and haul material to a designated landfill off government property.

4.7.3.1 Shape the base course to allow for proper drainage and transition to existing drainage lines.

4.7.3.2 Place 8” of Aggregate Base Course (ABC), shape to grade, compact and place 4” of Asphalt Concrete (AC) in two 2” lifts, in accordance with the specifications within.

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: Steve Burger

(650) 546-6893 stephen.j.berger.ctr@mail.mil

COR: Matthew M. Buretz

(562) 331-5793 matthew.m.buretz.civ@mail.mil mailto:matthew.m.buretz.civ@mail.mil thomas.e.wiley Typewritten Text Thomas Wiley Senior Engineering Technician thomas.e.wiley Line

DWGS 4.1 Paint Drawing Calculation

Location of obsolete Air Handlers

CARPET DWGS 4.2

Areas where carpet will be removed and replaced

CARPET DWGS 4.2 Continued:

Appendix A: Measurements

ROOM # LENGTH WIDTH CEILING

HEIGHT

CEILING

PAINT

Y/N

TOTAL

WALLS SQ

FOOTAGE

TOTAL SQ

WITHOUT

CEILING PAINT

TOTAL

ROOM SQ

FOOTAGE

WITH

CEILING

PAINT

PAINT CEILING

TILE CARPET CARPET

SF

LF For Vinyl Base

# 100 15 10 8.5 N 425 425 575 X X

# 101 20 11 8.5 N 527 527 747 X X X 220

# 103 11.1 9 8.5 N 341.7 341.7 441.6 X X X 99

# 103-A 13 10 9 N 414 414 544 X X X 130

# 103-B 20 10 9 N 540 540 740 X X X 200

# 103-C 13.5 10 9 N 423 423 558 X X X 135

# 103-D 13 10 9 N 414 414 544 X X X 135

# 103-E 18 9 9 N 486 486 648 X X X 162

# 103-F 10 9 9 N 342 342 432 X X X 90

# 103-G 14 9 9 N 414 414 540 X X X 126

# 104-A 18 20 9 N 684 684 1044 X X X 360

# 104-B 18 20 9 N 684 684 1044 X X X 360

# 105 11 8.5 9 N 351 351 444.5 X X X 94

# 107 31 19 8.5 N 850 850 1439 X X X 589

# 115 22 16 8.5 Y 646 646 646 X

# 115B 9.5 9.5 9 Y 342 342 342 X

# 115D 20 9 8.5 Y 493 493 493 X

# 118 14 13 8.5 Y 459 459 641 X X X 182

# 120 25 13 8.5 Y 646 646 971 X X X 325

# 123-A 36.5 23 8.5 Y 1011.5 1011.5 1851 X X X 839

# 123-B 10 22 8.5 Y 544 544 764 X X X 220

# 123-C 15 16 8.5 Y 527 527 767 X X X 240

# 125 36 23 8.5 Y 1003 1003 1831 X X X 828

# 125A 20 15.5 8.5 Y 603.5 603.5 913.5 X X X 310

# 127 30 15 8.5 Y 765 765 1215 X X X 450

# HALL1 114 6.5 8 y 1928 1928 2669 X X

# HALL2 30 6.5 8 Y 584 584 779 X X

# HALL3 14 6.5 8 Y 328 328 419 X X

# HALL4 34.6 6.5 8 Y 657.6 657.6 882.5 X X

# HALL5 20 6.5 8 Y 424 424 424 X

STRWEL

23.36 4 18 Y

984.96 984.96 984.96 X

STRWEL

41.9 4.1 18 Y 1656 1656 1656 X

201 44.9 44.5 8 N 1430.4 1430.4 3428.45 X X

202A 20.79 17.55 8 N 613.44 613.44 978.305 X X X 365

202B 24.36 17.7 8 N 672.96 672.96 1104.13 X X X 432

202C 22.56 18.75 8 N 660.96 660.96 1083.96 X X X 423

203 17.76 17.75 8 N 568.16 568.16 883.4 X X X 315

205 17.65 14.28 8 Y 510.848 510.848 510.848 X X 252

207 26.22 18.01 8 Y 707.68 707.68 707.68 X X 472

#HALL8 41.29 6.43 8 Y 763.52 763.52 265.50

Total 19,530.53 Total 8353 2984

10% 21,483.50 10% 9189 3282

4.7 DWGS PARKING LOT:

Location of rise to be saw cut and removed.

Reference Pictures:

Typical Ceiling Tile Painting issues

Door Issues in regards to carpet In the Kitchen clean this up before painting

Reference Pictures Continued:

Old HVAC duct and registers to be removed

Paint the Risers and side rails of both stairwells and replace threshold.

Obsolete Air Handlers being removed to include the plenums.

Windows to be replaced.