W911SA-19-B-2004_Attachment_2_Scope_of_Work.pdf

SCOPE OF WORK

AR024 MAURICE L. BRITT ARC

REPAIR AND EXPAND POV REPAIR PAVILLIONS

8001 Camp Robinson Road, North Little Rock, AR, 72118

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

1.11 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.

1.11.1 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

1.11.2 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.

1.12 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.

1.13 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.

1.14 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.

1.15 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.

1.16 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 http://jko.jten.mil/ 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.

1.17 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.

1.17.1 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.

1.17.2 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.

1.18 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 State of Arkansas 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 180 days upon receipt of Notice To Proceed (NTP).

3. SUBMITTALS:

3.0 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.

3.0.1 LED lights

3.0.2 Light poles

3.0.3 Ceiling fans

3.0.4 Steel pavilion package

3.1 All materials used for this project will be subject to UFC 1-200-02 Section 2-6.1 for recycled content, biologically-based products, other green products, and ozone depleting substances, and Section 2-5.3.3 for low-emitting materials. Projects will also comply with applicable requirements for the purchase of water efficient (e.g., Water Sense), Energy Star or FEMP-designated (or an "A" or better European Union Energy Label, EU energy efficiency class), and Electronic Product Environmental Assessment Tool (EPEAT) designated products. In addition, project materials will comply with the requirements in ASHRAE 189.1-2014 Section

9.4.1.2 (Regional Materials). Submittal requirements packages will clearly outline the applicable sustainable materials being used. The owner reserves the right to reject any product that does not meet the requirements of the specification list in the SOW.

3.2 The contractor shall 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. SITE WORK:

4.1 OVERVIEW

4.1.1 The contractor shall expand the Building 1 POV area by constructing a new POV lot on the east side of Building 1. The contractor shall also repair, overlay, and re-stripe the existing drives, driveways, and POV lots surrounding Building 1. In addition, the contractor shall replace some sidewalks, remove or remodel several existing pavilions located onsite, and remove all the smoke shacks.

4.1.2 The contractor shall phase the construction efforts associated with this project to ensure that the units and personnel at Camp Pike can continue to operate and execute their assigned missions:

4.1.2.1 Phase I shall include the New East POV lot, the North Lower POV lot, Soldier’s Drive, the Fitness POV lot, the vinyl fence, Pavilions “A”, “B”, “C”, “E”, and the sidewalk. Also the Smoke Shack, Pavilion “H”, and the Rec. Shelter on the South side of building 2.

4.1.2.2 Phase II shall include the West POV lot, Veteran’s Drive, the NW Smoke Shack, the North Upper POV lot, MG Hope Way, and the connector road.

4.1.2.3 Phase III shall include the overlay of Camp Robinson Road (Arkansas).

4.1.3 The contractor shall coordinate with the COR for a project “laydown” or “staging” area.

4.1.4 Access to the existing POV areas cannot be blocked at any time during the construction process unless it has been previously coordinated with the COR.

4.1.5 The contractor shall utilize a professional underground damage prevention service as well as any available as-builds to verify and mark the existing utilities in the proposed work area.

Reference the attached drawing set.

4.1.6 The provided drawings are submitted for reference and clarification purposes only. The drawings are not to scale, nor are they submitted as a final design. The contractor shall visit the worksite to verify all dimensions, site conditions, and any other items required to provide a complete and ready to use product to the government.

4.1.7 The contractor shall utilize a professional photometric design for the new POV LED lighting in this project. The new POV lot shall have a minimum of .2 foot candles of light at any point on the parking surface.

4.2 NEW EAST POV LOT

4.2.1 The contractor shall expand the Building 1 POV area by adding a new POV lot on the east side of the building. The new POV lot will be approximately 26,000 SF, contain approximately 86 parking spaces, and be equipped with LED lighting, storm water drainage, and retaining walls. The contractor shall attempt to repurpose all the materials excavated for this parking area as part of the subgrade for the new POV lot.

4.2.2 On the east side of Building 1, the contractor shall demo at least two trees, the smoke shack, and the short piece of sidewalk that accesses the smoke shack. The contractor shall cut into the south (uphill) side of the designated project area, pulling the material down slope in order to build up the north (downhill) side. The objective is to add to the downhill side the same amount of material that was cut away from the uphill side to create a POV area with a minimal downhill slope for storm water drainage, not to exceed 5%, as well as to create a point on the west side of the new POV lot where the POV lot is level with the existing sidewalk, to accommodate the central walk area of the new POV lot.

4.2.3 The contractor shall construct a concrete retaining wall across the south side of the new POV lot complete with a guard rail on top. The retaining wall shall turn the SW corner and continue north to approximately the half way point of the POV lot. At this point the retaining wall shall have an opening to allow access to the existing sidewalk. After the access opening, the contractor shall continue the concrete retaining wall along the west side to the NW corner. The retaining wall shall turn the corner and continue across the north end of the POV lot to the existing roadway on the east side of the new POV lot.

4.2.4 The retaining wall on the south side shall extend above the existing grade a minimum of 12”, have a guardrail on top, incorporate concrete bases for the new light poles, and the storm water collection boxes with removable grates. The collection boxes will collect storm water from the hillside area and convey it under the new retaining wall and POV lot, to the existing underground drainage on the north side. The contractor shall either stop the retaining wall at the SE corner, or continue the wall around the SE corner to maintain 1 foot above finished grade per drawing reference.

4.2.5 The retaining wall on the north side shall extend above the finished POV surface a minimum 36”, have a guardrail on top, incorporate concrete bases for the new light poles, and the storm water collection boxes with removable grates. The collection boxes will collect water from the parking area and convey it under the new retaining wall to the existing underground drainage on the north side. The contractor shall backfill and sod around the exterior perimeter of the new retaining wall/POV lot. The contractor shall continue the wall from the NE corner, to the driveway, and it shall be a minimum 12” above the finished POV surface with a guardrail on top for pedestrian safety.

4.2.6 All storm water drainage shall be conveyed using HDPE style corrugated drainage pipe with a smooth interior. All storm water inlet grates shall be removable.

4.2.7 The new POV lot will not contain any ADA spaces.

4.2.8 The contractor shall utilize a concrete curb and gutter around the perimeter of the new POV lot. On the north side of the POV lot, it shall be a catch curb and gutter, and on the other three sides it shall be a flat curb and gutter.

4.2.9 The contractor shall install a subgrade and an aggregate base course. The subgrade and base course, after compaction, shall meet a minimum 98% proctor density.

4.2.10 The contractor shall install multiple lifts of asphalt, applying tack coat between each lift, to provide a finished POV surface with minimal slope for storm water drainage, that will support pedestrian vehicle traffic. The finished asphalt surface, after compaction/rolling, shall not have any dips or depressions across the surface that can retain storm water. The finished surface shall be striped.

4.2.11 The contractor shall paint stripes on the new POV lot for each parking stall. The stalls shall be a minimum of 9’x 18’. The drive area between the parking stalls, and the entry/exit points to the new POV lot, shall be a minimum of 24’ wide. The walkway in the middle of the new POV lot, between the two middle rows of stalls, shall be a minimum of 6’ wide.

4.2.12 The contractor shall install parking bumpers on the new POV lot in all the middle stalls, on either side of the central walk way.

4.2.13 The parking bumpers shall locate 12” to center from the edge of the central walk area, and shall be pinned in place utilizing two 24” #6 bars driven through the provided holes in the parking bumper, and into the new POV surface. After pinning the parking bumpers in place, the contractor shall seal the holes around the #6 bar with an elastomeric sealer to prevent water intrusion.

4.2.14 The contractor shall install concrete curb islands along the edge of the POV lot next to Soldier Drive on the east side. The contractor shall backfill the islands within the curbing with topsoil and install sod for a finished product.

4.2.15 The new POV lot lighting shall be LED, and shall provide a minimum of .2 foot candles at any point on the new POV lot.

4.2.16 The new POV lighting shall consist of evenly spaced light poles located on the north and south sides. The new lighting poles shall be mounted on concrete bases, grounded, and shall finish at a minimum 30’ above the finished parking surface.

4.2.17 The concrete light pole bases shall be included as part of the retaining wall, and shall not protrude into the parking area.

4.2.18 The contractor shall obtain the electrical power for the new POV lot lighting from either the existing P1-16 light pole, or the ground floor main mechanical room.

4.3 NORTH LOWER POV LOT

4.3.1 The contractor shall remove all the existing parking bumpers and store them for re-use after the existing POV lot is repaired. The contractor shall discard any damaged parking bumpers and replace them with new bumpers to match the existing.

4.3.2 The contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing driveway and POV surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to ensure it meets 95% proctor density, and shall correct the subgrade if it does not.

The contractor shall install a new lift of crushed stone subbase, and shall assure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface.

The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

4.3.3 The contractor shall paint new striping on the POV lot for regular parking, emergency access, walk ways, and ADA parking, utilizing the original layout as a reference.

4.3.4 The contractor shall paint ADA insignia in all the ADA stalls, and shall also install necessary ADA signage.

4.3.5 The North lower POV lot, the North upper POV lot, and the new East POV lot shall be considered a continuous parking area. All the required ADA spaces for this area shall locate in the North lower lot only. Reference drawing “Repair Reference” for location.

4.3.6 The contractor shall re-install the parking bumpers that were removed prior to making the POV lot repair. The parking bumpers shall locate 24” to center from the edge of the sidewalk, shall be centered from side to side in the stall, and shall be pinned in place utilizing two 24” #6 bars driven through the provided holes in the parking bumper, and into the POV surface. After pinning the parking bumpers in place, the contractor shall seal the holes around the #6 bar with an elastomeric sealer to prevent water intrusion.

4.3.7 On the North lower POV lot, the parking bumpers are only on the south side of the POV lot, next to the sidewalk. The contractor shall provide any additional parking bumpers necessary to meet the requirement.

4.3.8 On the East end of the North lower POV lot, the contractor shall re-stripe the pad area in front of the dumpsters to match existing.

4.4 FITNESS CENTER POV & SOLDIER’S DRIVE

4.4.1 The contractor shall mill and overlay the Fitness Center POV lot, to include Soldiers Drive from Camp Robinson Road to the North Lower POV lot. The contractor shall extend the existing Fitness Center parking surface approximately 18” to the existing east sidewalk.

4.4.2 The contractor shall remove and discard the existing vinyl fence located in front of the Fitness Center parking spaces. The contractor shall mill the existing asphalt from Camp Robinson Road to the North Lower POV lot to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing driveway and POV surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to assure it meets 95% proctor density, and shall correct the subgrade if it does not. The contractor shall install a new lift of crushed stone subbase, and shall ensure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface.

The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

4.4.3 The contractor shall paint new striping on Soldier’s Drive and the Fitness Center POV lot for regular parking, walk ways, cross walks, and ADA parking.

4.4.4 The contractor shall relocate the ADA stall as shown on the Repair Reference drawing, and shall lay it out for ADA Van access. The contractor shall also paint ADA insignia in the ADA stall, and install the necessary ADA signage.

4.4.5 The contractor shall provide and install new parking bumpers on the Fitness Center lot.

The parking bumpers shall locate 12” to center from the edge of the sidewalk, shall be centered from side to side in the stall, and shall be pinned in place utilizing two 24” #6 bars driven through the provided holes in the parking bumper, and into the POV surface. After pinning the parking bumpers in place, the contractor shall seal the holes around the #6 bar with an elastomeric sealer to prevent water intrusion.

4.5 PAVILION “A”

4.5.1 The contractor shall use Pavilion “B” for size, type, and color reference to replace Pavilion “A”.

4.5.2 The contractor shall remove and discard Pavilion “A”, to include the slab, vinyl fence, benches, grills, trash cans, concrete bases, lights, fans, and electrical.

4.5.3 The contractor shall install a new concrete slab with a new steel pavilion in the same location where the old Pavilion “A” was removed. The new pavilion shall include new electrical, ceiling fans, LED lighting, and controls. The new electrical outlets shall be single gang 20AMP 125VAC GFI with weatherproof covers. The ceiling fans and LED lighting shall be rated for exterior application. The LED lights and the fans shall be controlled by 1 hour spring wound timers with weatherproof covers.

4.5.4 The contractor shall backfill and sod any holes left from the removal of the vinyl fence, benches, grills, trash cans, and concrete bases, and also around the new pavilion slab.

4.6 PAVILION “B”

4.6.1 The contractor shall remove and discard the ceiling fans, lighting, electrical outlets, and controls. The contractor shall remove and discard the benches between Pavilion “B” and the fitness center. The contractor shall remove and discard the grill and trash can located NE from Pavilion “B”.

4.6.2 The contractor shall power wash the existing Pavilion “B” to include the slab.

4.6.3 The contractor shall assure the original electrical conduit (EMT) is intact and securely fastened. The contractor shall assure the original wiring is not damaged and is suitable for reuse.

The contractor shall correct any issues with either of these items.

4.6.4 The contractor shall install new electrical, ceiling fans, LED lighting, and controls. The new electrical outlets shall be single gang 20AMP 125VAC GFI with weather proof covers. The ceiling fans and LED lighting shall be rated for exterior application. The LED lights and the fans shall be controlled by 1 hour spring wound timers with weatherproof covers.

4.7 PAVILION “C”

4.7.1 The contractor shall remove and discard Pavilion “C”, to include the slab, benches, grills, trash cans, concrete bases, and approximately 75’ of sidewalk.

4.7.2 The contractor shall terminate the electrical supply to Pavilion “C” at the electrical supply pole, and shall remove the feeder conduit.

4.7.3 The contractor shall backfill and sod the area where Pavilion “C” and the sidewalk were removed as well as any holes left from the removal of the vinyl fence, benches, grills, trash cans, electrical, and concrete bases.

4.8 PAVILION “E”

4.8.1 The contractor shall remove and discard Pavilion “E”, to include the slab, vinyl fence, benches, grills, trash cans, concrete bases, and approximately 200’ of sidewalk.

4.8.2 The contractor shall install approximately 200’ of new sidewalk, beginning at the existing sidewalk surrounding Bldg. 1 and running straight to Soldier’s Drive. The contractor shall backfill and sod along the sides of the new concrete sidewalk. Reference drawing “Repair Reference”.

4.8.3 The contractor shall backfill and sod the area where Pavilion “E” was removed as well as any holes left from the removal of the vinyl fence, benches, grills, trash cans, and concrete bases.

4.9 PAVILION “H” & THE SOUTH SMOKE SHACK

4.9.1 The contractor shall remove and discard Pavilion “H”, to include the grill and the slab.

4.9.2 The contractor shall backfill and sod the area where Pavilion “H” was removed.

4.9.3 The contractor shall remove and discard the smoke shack located on the south side of Bldg. 2, to include the lights, fans, and electrical.

4.9.4 The slab, sidewalk, and electrical feed for the smoke shack on the south side of Bldg. 2 shall remain.

4.9.5 Utilizing Pavilion “B” for type and color reference, the contractor shall install a scaled down version of Pavilion “B” on the existing slab where the smoke shack was removed on the south side of Bldg. 2. The new pavilion will be approximately 13’6”x 23’.

4.9.6 The contractor shall install new electrical, a ceiling fan, LED lighting, and controls. The new electrical outlets shall be single gang 20AMP 125VAC GFI with weather proof covers. The ceiling fans and LED lighting shall be rated for exterior application. The LED lights and the fans shall be controlled by 1 hour spring wound timers with weatherproof covers.

4.9.7 The contractor shall install a guard rail around the perimeter of the new pavilion with an opening at the existing sidewalk to allow access.

4.10 REC SHELTER

4.10.1 The contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec. Shelter.

4.10.2 The contractor shall remove and discard the Rec. Shelter to include the slab, the concrete between the slab and the sidewalk, and the grill.

4.10.3 The contractor shall install a new concrete slab with a new steel pavilion in the same location where the old Rec. Shelter was removed.

4.10.4 The contractor shall backfill and sod around the new Rec. Shelter slab.

4.11 WEST POV LOT, VETERAN’S DRIVE & THE NW SMOKE SHACK

4.11.1 The contractor shall remove all the existing parking bumpers and store them for re-use after the existing POV lot is repaired. The contractor shall discard any damaged parking bumpers and replace them with new bumpers to match the existing in like and kind.

4.11.2 The contractor shall mill and overlay the West POV lot, to include Veteran’s Drive from Camp Robinson Road to the North Upper POV lot, and the driveway leading west from the POV lot to 3rd Street. The contractor shall not replace the speed bump on Veteran’s Drive.

4.11.3 The contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing driveway and POV surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to assure it meets 95% proctor density, and shall correct the subgrade if it does not. The contractor shall install a new lift of crushed stone subbase, and shall ensure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface.

The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

4.11.4 The contractor shall paint new striping on Veterans Drive and the POV lot for regular parking, walk ways, crosswalks, and ADA parking. The contractor shall alter the POV layout from the original in order to increase the depth of each parking stall to a minimum of 17’. The parking stalls on the south side of the West POV lot shall be 15’ deep, plus the depth of the curb, to finish 17’ deep. The area between the two center rows of parking stalls shall be reduced from 4’ to 2’, and the drive paths between the rows of parking stalls shall maintain a minimum width of 23’6”.

4.11.5 The contractor shall increase the number of ADA stalls, and shall relocate them based on the West POV lot layout reference drawing. The contractor shall paint ADA insignia in all the ADA stalls, and shall install necessary ADA signage.

4.11.6 The contractor shall re-install the parking bumpers that were removed from the north side prior to making the POV lot repair. The parking bumpers shall locate 12” to center from the edge of the POV lot, shall be centered from side to side in the stall, and shall be pinned in place utilizing two 24” #6 bars driven through the provided holes in the parking bumper, and into the POV surface. After pinning the parking bumpers in place, the contractor shall seal the holes around the #6 bar with an elastomeric sealer to prevent water intrusion.

4.11.7 The contractor shall provide and install additional parking bumpers for the center rows of parking stalls (approximately 41 pieces). The parking bumpers shall locate 12” to center from the end of the parking stall, shall be centered from side to side in the stall, and shall be pinned in place utilizing two 24” #6 bars driven through the provided holes in the parking bumper, and into the POV surface. After pinning the parking bumpers in place, the contractor shall seal the holes around the #6 bar with an elastomeric sealer to prevent water intrusion.

4.11.8 The contractor shall remove and discard the smoke shack on the NW corner of Bldg. 1 to include the slab, sidewalk, lights, fans, hvac, and electrical.

4.11.9 The contractor shall terminate the electrical supply to the smoke shack at the source, and shall remove the feeder conduit.

4.11.10 The contractor shall backfill and sod the areas where the smoke shack, electrical feed, and sidewalk were removed.

4.12 NORTH UPPER POV LOT

4.12.1 The contractor shall remove all the existing parking bumpers and store them for re-use after the existing POV lot is repaired. The contractor shall discard any damaged parking bumpers and replace them with new bumpers to match the existing in like and kind.

4.12.2 The contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing driveway and POV surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to assure it meets 95% proctor density, and shall correct the subgrade if it does not. The contractor shall install a new lift of crushed stone subbase, and shall ensure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface.

The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

4.12.3 The contractor shall paint new striping on the POV lot for regular parking and walk ways utilizing the original layout as a reference.

4.12.4 The contractor shall re-install the parking bumpers that were removed prior to making the POV lot repair. The parking bumpers shall locate 24” to center from the edge of the POV lot, shall be centered from side to side in the stall, and shall be pinned in place utilizing two 24” #6 bars driven through the provided holes in the parking bumper, and into the POV surface. After pinning the parking bumpers in place, the contractor shall seal the holes around the #6 bar with an elastomeric sealer to prevent water intrusion.

4.12.5 On the North upper POV lot, the parking bumpers are on both sides of the POV lot. The contractor shall provide any additional parking bumpers necessary to meet the requirement.

4.13 CAMP ROBINSON ROAD & MG HOPE WAY

4.13.1 The contractor shall mill and overlay Camp Robinson Road from 3rd Street to the closed East Gate, to include MG Hope Way and the connector road. The contractor shall not replace the speed bumps on Camp Robinson Road.

4.13.2 The contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to assure it meets 95% proctor density, and shall correct the subgrade if it does not. The contractor shall install a new lift of crushed stone subbase, and shall ensure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface.

The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

4.13.3 The contractor shall paint new striping, crosswalks, and fire lanes on the new surfaces utilizing the original layout as a reference.

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 Wayne Sullivan.

6.5 At the final acceptance walk-through, the Contractor shall provide to the COR a complete set of as-built drawings, on disc, and in either .DWG or .DGN format.

7. POINTS OF CONTACT:

AFOS: Wayne Sullivan 501-771-7987 marshall.w.sullivan2.ctr@mail.mil

COR: Scott Hedden 501-479-452-5672 x6 ralph.s.hedden.civ@mail.mil

Thomas E. Wiley SRM Program Manager thomas.e.wiley Line