W911SA-18-B-2028_Attachment_2_-_Scope_of_Work.pdf

SCOPE OF WORK

TX046 Colbern Memorial USARC

Repair by Replacement Fencing and Gates

McIntosh (Bldg. T-50) FT

Laredo, Texas 78040-4343

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 during the normal operating hours of 7:30 A.M. to 4:30 P.M. (0730 to 1630) Monday-Friday. 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 12 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 (AT) Level I Training. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. 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 of contract award or prior to submission of final invoice and within 45 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. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity Antiterrorism Officer. 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 shall be completed within 30 calendar days of contract award or prior to submission of final invoice and within 30 calendar days of new employees commencing performance with the results reported to the COR no later than 45 calendar days after contract award.

1.18 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.

1.18.1 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 Department of Defense (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 are not eligible for 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 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 (NEPA) 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 will notify the COR of the requirement and shall 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 on this project. 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 City of Laredo, County of Webb, and State of Texas.

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 45 days upon receipt of Notice To Proceed (NTP).

3. SUBMITTALS:

Prior to ordering any materials, the Contractor shall submit to the COR for approval submittals for 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 Detailed schedule for project to show fence removal and continuing security of facility.

Schedule should be coordinated with COR and AFOS. Prior to submitting schedule, all affected parties shall be consulted of work area and work dates.

3.2 Detailed striping, marking, ADA, and signage plan

3.3 Plan for removal and transportation of solar powered pole lighting

3.4 Fencing and Components

3.5 KNOX Box

3.6 Key Pad and Pedestal

3.7 Brick/Masonry Waterproof Sealer

3.8 Paint Colors

3.9 Bollards

3.10 Gutters and Downspouts

3.11 New Facility Sign

3.12 LED Lighting

3.13 Window Film

3.14 Window Shades/Blinds

3.15 Doors and Hardware

3.16 Stair Treads

4. GENERAL SITE WORK:

4.0.1 The contractor shall be responsible for their own measurements and estimates. The contractor shall determine all the necessary equipment and materials to provide a complete product

4.0.2 The contractor is responsible for adequate traffic and parking control in construction area during duration of the project.

4.0.3 The contractor shall avoid damage and contamination to any areas adjacent to project work areas. Any damaged or disturbed areas shall be restored to original or better conditions to match existing grade and surrounding area by type. This to include any disturbed ground, concrete, pavement, or turf. This is to include any overspray, which shall be immediately removed.

4.0.4 Any and all waste materials generated shall be removed off-site from property and properly disposed of by contractor. This to include a final cleaning of the work sites of all construction debris and equipment, leaving areas clean, safe, and ready to use.

4.1 REMOVE / REPLACE FACILITY FENCING AND GATES:

4.1.1 The estimated linear feet of fencing is for planning purposes only. These are estimates only. The contractor shall be responsible for their own measurements and estimates. The contractor shall determine all the necessary equipment and materials to provide a complete product.

4.1.2 If needed, the contractor shall complete the project in stages, allowing for a totally secure facility at all times. This shall be communicated and scheduled with COR and AFOS.

4.1.3 Remove approximately 2,050 LF existing chain link security fencing and posts (to include concrete) around the entire facility. (See Site Demolition Drawing)

4.1.4 Remove (7) existing double swing gates, posts, and any associated hardware (to include concrete). (See Site Demolition Drawing)

4.1.5 Remove (2) existing pedestrian gates, posts, and any associated (to include concrete). (See Site Demolition Drawing)

4.1.6 Install approximately 2,445 LF of new chain link security fencing and posts. Contractor shall follow the attached Site Improvement Drawing and exact placement of new fencing shall be coordinated with the COR and AFOS before construction begins. Fence shall be 6’ foot high, chain link, with 2” posts set 10’ feet on center and three strands of barbed wire along top. New posts shall be set in concrete per fence manufacturer’s specifications. Fence shall be installed in accordance with the specifications of the attached Fence Specification Drawing.

4.1.7 Excavation hole for each new post shall be no less than the minimum diameter recommended by fence manufacturer. New posts shall be set plumb and encased in cylindrical concrete footings following the recommended manufacturer’s specifications for area and soil conditions. Concrete should be crowned to shed water, and disturbed area around new posts shall be restored in accordance to Paragraph 4.0.3 of Scope of Work.

4.1.8 Install (7) new double swing gates in the same locations as the existing double swings gates were removed, and also install 2 new double swing gates at new locations. Exact double swing gates locations should be coordinated with the COR and AFOS. Gates shall be installed plumb, level, and secure for full operation without interference. Once installed, new gates, gate closures, and catches shall be checked to be in complete working order, freely operating, without any obstructions. New double swing gates shall be installed in accordance with the specifications of the attached Fence Specification Drawing.

4.1.9 Install (6) new pedestrian gates. (Locations found on Site Improvement Drawing and should also be verified with COR and AFOS) Install gate plumb, level, and secure for full opening without interference. Once installed, new gates, gate closures, and catches shall be checked to be in complete working order, freely operating, without any obstructions. Pedestrian gates shall be installed in accordance with the specifications of the attached Fence Specification Drawing.

4.2 FACILITY IMPROVMENTS:

4.2.1 Power wash exterior of Training Building #1001, both Shop Buildings #1002 and #1003, and Rock Building #1005. This excludes the historical Rock Building located to the south of the Training Building. This to include but not limited to siding, soffits, gutters, masonry, brick, foundation, doors, exterior roll up doors, etc. Extreme caution shall be taken not damage any items on the exterior of the building (vegetation, siding, gutters, lighting, camera systems, and mechanical systems). Contractor shall be responsible and liable for any damage caused during power washing.

4.2.2 Once power washing is complete and had time to properly dry, apply 2 coats of a waterproof sealer to all exterior masonry and brick on Training Building #1001 and Shop Building #1002. This excludes both rock buildings and metal shop building. Correct type of sealer should be applied per facility location and weather found in South Texas. Sealer should also be applied per manufacturer’s specifications. The contractor shall be responsible and liable for any damage or contamination caused during sealer application.

4.2.3 Install KNOX Box for emergency first responders. Contractor shall insure that the KNOX box is keyed to local emergency service standard. KNOX Box shall be attached to a metal pedestal, installed on a concrete pad/footing. It should be mounted in accordance with manufacturers specifications, and exact placement shall be coordinated with COR and AFOS.

Any disturbed area around new pad/footing shall be restored in accordance to Paragraph 4.0.3 of Scope of Work.

4.2.4 Install new concrete filled steel pipe bollards (2) for protection of the KNOX box pedestal. The bollards must meet a minimum height for protection of the new key pad pedestal and will be painted a high visibility safety yellow or sleeved in the same color. Bollards shall be installed per proper manufacturer’s specifications. Any disturbed areas around new bollards shall be restored in accordance to Paragraph 4.0.03 of Scope of Work.

4.2.5 Remove existing concrete pad as indicated on Site Demolition Drawing.

4.2.6 After removal of concrete pad, the contractor shall properly prepare/backfill/grade/level the ground surface where the concrete pad was removed to provide a finished surface elevation that shall be level to the existing surrounding terrain and ensure proper drainage and water runoff. Finally the area shall be seeded with grass.

4.2.7 Properly prepare (to include scraping, sanding, etc.) and paint all existing bollards found at the facility, with a high visibility safety yellow.

4.2.8 Install approximately (12) new (4 each per pole lighting) 8” concrete filled pipe bollards as protection for the existing pole lighting found in the MEP parking area. The bollards must meet standard height for protection of structures and will be painted a high visibility safety yellow. Any disturbed areas around new bollards shall be restored in accordance to Paragraph

4.0.03 of Scope of Work. Exact location of new bollards shall be coordinated with the COR and AFOS. (See Site Improvement Drawing)

4.2.9 Remove exiting gravel landscape and vegetation found around flag pole area.

4.2.10 After removal, the contractor shall properly prepare/remove soil/grade/level the ground to provide the proper elevation for the new concrete. Any vegetation found during the initial ground preparation shall be removed and area sprayed to kill roots below ground level. Any disturbed areas around new concrete pad shall be restored in accordance to Paragraph 4.0.03 of Scope of Work.

4.2.11 The contractor shall pour new concrete per CSI Standards to match the thickness of the concrete found in the surrounding sidewalks. Concrete should be a broom finish, and finished concrete should have a smooth level transition with the surrounding existing concrete. Final finished concrete areas shall have no depressions that retain water and shall ensure proper water run-off. Any disturbed areas around new concrete pad shall be restored in accordance to Paragraph 4.0.03 of Scope of Work.

4.2.12 Remove and replace existing damaged exterior entrance stairs treads with like or similar treads to match the treads being removed. The exact location and the new treads shall be coordinated with COR and AFOS before installation.

4.3 EXTERIOR FACILITY LIGHTING:

4.3.1 The contractor shall remove (6) existing solar lighting and poles found at United States Army Reserve Facility in Rio Grande City, Texas. Address of facility and location of solar lights and poles to be removed, should be coordinated with COR and AFOS.

4.3.2 Once lighting and poles are removed, the contractor shall carefully transports the lighting and poles back to United States Army Reserve Facility in Laredo. Care should be taken not to damage the lighting and poles during removal and transportation from Rio Grande City to Laredo. Any damage occurred during removal and transportation will be the responsibility of the contractor and the contractor will be held liable.

4.3.3 The contractor shall field verify with the COR and AFOS the new locations of the solar lighting and poles. Once locations are determined, the contractor shall construct concrete bases for the poles. The concrete bases shall match that in style and size of the concrete bases that the poles were removed from in Rio Grande City. Also any manufacturer’s specifications and guidelines concerning the concrete bases should be followed. Any disturbed areas around new concrete bases shall be restored in accordance to Paragraph 4.0.03 of Scope of Work.

4.3.4 The contractor shall install new 8” concrete filled pipe bollards as protection for the new concrete bases and pole lighting. The exact number of bollards for each pole should shall be determined by the location of the bases/lighting and coordinated with the COR and AFOS. The bollards must meet standard height for protection of structures and will be painted a high visibility safety yellow. Any disturbed areas around new bollards shall be restored in accordance to Paragraph 4.0.03 of Scope of Work.

4.4 TRAINING BUILDING #1001:

4.4.1 Install new solar type window film on the interior of existing windows and interior of existing doors/windows in Training Building.

4.4.2 Remove and replace all exterior window screens. Any windows found without screens should have new screens installed to match the style of the new screens being replaced.

4.4.3 Remove and replaced existing exterior door located at the rear east entrance. New door shall match in design and specifications as the door being removed. Install new door hardware to include hinges, lockable lever handles, deadbolts, push bar, pull handle, and closer. Keying of new locks shall be coordinated with the COR and AFOS.

4.4.4 Once door is replaced the contractor shall paint both the interior and exterior of new door.

Apply one primer coat and two coats of finish coats of paint on both interior and exterior of new door. Interior of new door color scheme shall match that of existing interior doors. The exterior of door color scheme shall match that of the existing trim/siding on the building.

4.4.5 Properly prepare exterior door trim and window trim at rear east entrance. To include but not limited to scraping old paint, sanding, fixing damage, etc. Once complete contractor shall apply one primer coat and two finish coats of paint. Paint color scheme shall match that of the existing trim/siding on building.

4.4.6 The contractor shall avoid damage, contamination, or any overspray to any areas adjacent to and not associated to the project work area. This shall include but not limited to, concrete sidewalks, signage, turf, plants/vegetation, masonry, etc. Any damage or contamination to any areas during the project shall be restored to original or better conditions.

4.5 MAINTENACE SHOP BUILDING #1002:

4.5.1 Install new solar type window film on interior of existing windows in Shop Building.

4.5.2 Properly prepare exterior of windows for paint. To include but not limited to scraping old paint, sanding, fixing damage, etc. Once complete contractor shall apply one primer coat and two finish coats of paint. Paint color shall match that of the existing trim/siding on building.

4.5.3 Remove and replace exterior steel door. New steel door shall match in design and specifications as existing. Install new door hardware to include hinges, lockable lever handle, push bar, pull handles, deadbolts, and closers. Keying of new locks shall be coordinated with COR and AFOS.

4.5.4 Once door is replaced the contractor shall paint both the interior and exterior of new door.

Apply one primer coat and two coats of finish coats of paint on both interior and exterior of new door. Interior of new door color scheme shall match that of existing interior doors. The exterior of door color scheme shall match that of the existing trim/siding on the building.

4.5.5 Properly prepare exterior door trim. To include but not limited to scraping old paint, sanding, fixing damage, etc. Once complete contractor shall apply one primer coat and two finish coats of paint. Paint color scheme shall match that of the existing trim/siding on building.

4.5.6 Properly prepare exterior of bay garage door and trim for paint. To include but not limited to scraping old paint, sanding, fixing damage, etc. Once complete contractor shall apply one primer coat and two finish coats of paint. Paint color shall match that of the existing trim/siding on building.

4.5.7 The contractor shall avoid damage, contamination, or any overspray to any areas adjacent to and not associated to the project work area. This shall include but not limited to, concrete sidewalks, signage, turf, plants/vegetation, masonry, etc. Any damage or contamination to any areas during the project shall be restored to original or better conditions.

4.6 EXTERIOR FACILITY SIGN AND POV PARKING AREAS:

4.6.1 Remove the existing facility identification signage, and install a new facility sign. Sign supports shall be set in concrete and painted to match the sign design. Exact location, type, and design of sign shall be coordinated with the COR and AFOS.

4.6.2 Install (2) new energy efficient LED lights to properly illuminate of both sides of the new facility sign for maximum visibility.

4.6.3 Any disturbed areas from sign or lighting installation shall be restored to original or better conditions to match existing grade and surrounding area following section 4.0.3 of Scope of Work. This to include final grade of any disturbed ground and grass seeding.

4.6.4 Remove existing POV parking pavement markings. Care should be taken in the removal process as to not damage the concrete pavement. (See Site Demolition Drawing)

4.6.5 The contractor shall measure the POV parking areas and provide a plan that provides for the maximum number or stalls obtainable, and follow any ADA compliance regulations for handicap parking (This should follow the previously painted and striping on the existing pavement, with straight lines and uniform parking places). The striping plan shall be submitted to the COR and AFOS for approval.

4.6.6 The POV parking areas shall thoroughly sweep and remove all debris, vegetation, and any loose surface material before applying any striping or painting.

4.6.7 The contractor shall stripe and mark the POV parking areas applying thermoplastic pavement markings. New marking should be applied as recommended by the manufacturer, following the determined striping plan. The contractor shall also re-paint the existing painted curb with a high visibility safety yellow. Vehicular traffic should not be allowed on the surfaces until proper curing of markings and painted areas. (See Site Improvement Drawing)

4.6.8 The contractor shall install a new ADA compliant accessible sidewalk ramp in the existing sidewalk that corresponds with the new ADA compliant handicap parking. The new ramp shall follow all ADA guidelines. Also install new ADA compliant signage and markings as required by law (to include painting of curbing). When complete, all aspects of the finished striping should meet the Americans with Disabilities Act. (See Handicapped Ramp Detail Drawing)

4.6.9 The contractor shall also avoid damage, contamination or any overspray to any area adjacent to and not associated to the project work area. This shall include but not limited to concrete sidewalks, curbing, signage, turf, plants/vegetation, drains, grates, etc. Any damage or contamination to any areas during the project shall be restored to original or better conditions.

This is to include any overspray, which shall be immediately removed and area thoroughly cleaned.

4.7 CCTV EQUIPMENT RELOCATION

4.7.1 The contractor shall remove the CCTV Security Camera Hub from the Rock Building #1005 and Shop Building #1003. Care should be taken not to damage any parts of the CCTV system, components, wiring, etc. Any damage during the removal or relocation of equipment is the responsibility of the contractor.

4.7.2 Once removed, the CCTV Security Camera hubs should be moved to the Training Building #1001 and be located with and in conjunction to the existing CCTV equipment found in Training Building #1001. The intent is to have all CCTV camera systems to be located in the same location in the Training Building.

4.7.3 Where applicable the existing CCTV cameras and wiring shall be left in place and reused.

4.7.4 Once CCTV Security Camera hubs are relocated to Training Building #1001, new cabling shall be ran so that the outlying cameras at buildings #1005 and #1003 shall be working and functional. Once project is complete all CCTV Security Cameras shall function just as before any hubs were moved.

4.8 EXTERIOR MAINTENANCE WASH PLATFORM:

4.8.1 Remove gutter system and downspouts and replace with a new seamless gutter system and downspouts. New gutter system and downspouts should match that of the existing training building in style and color scheme. New gutter system and downspouts shall be coordinated through COR and AFOS before installation.

4.8.2 The contractor shall properly prepare surface of the wash platform canopy structure (to include power washing, scraping, sanding, etc.) Once properly prepared, contractor shall paint the wash platform canopy structure. Apply one primer coat and two finish coats of paint using corrosion resistant finishes for metal/steel surfaces. Paint color scheme shall match that of existing buildings, and shall be coordinated through AFOS and COR. Painting does not include metal roof.

4.8.3 The contractor shall avoid damage, contamination, or any overspray to any areas adjacent to and not associated to the project work area. This shall include but not limited to wash rack cover roof, concrete areas, curbing, signage, turf, plants/vegetation, drains, grates, fencing, bollards, light poles, etc. Any damage or contamination to any areas during the project shall be restored to original or better conditions.

4.9 TRAINING PAVILION MAINTENANCE:

4.9.1 Remove gutter system and downspouts and replace with a new seamless gutter system and downspouts. New gutter system and downspouts should match that of the existing training building color scheme, and shall be coordinated through COR and AFOS before installation.

4.9.2 The contractor shall properly prepare surface of the training pavilion structure (to include power washing, scraping, sanding, etc.) Once properly prepared, contractor shall paint the training pavilion structure. Apply one primer coat and two finish coats of paint using corrosion resistant finishes for metal/steel surfaces. Paint color scheme shall match that of existing buildings, and shall be coordinated through AFOS and COR. Painting does not include metal roof.

4.9.3 The contractor shall avoid damage, contamination, or any overspray to any areas adjacent to and not associated to the project work area. This shall include but not limited to wash rack cover, roof, concrete areas, curbing, signage, turf, plants/vegetation, drains, grates, fencing, bollards, light poles, etc.

5. WARRANTY:

5.1 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 Rey Alvarez.

7. POINTS OF CONTACT: