W911SA-18-Q-2001_Attachment_2_SOW_Revised_9JAN19.PDF

SCOPE OF WORK

CA187_REPAIR PARKING B546, B685

JAMES WITKOWSKI AFRC

Mountain View CA, 94043

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 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.

http://jko.jten.mil/

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 City of Mountain View, Santa Clara County, CA.

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

2.8 An NPDES Construction General Permit and Storm Water Pollution Prevention Plan (SWPPP) will be required for this project before construction can begin. Contractor shall be responsible for acquiring the permit and establishing the SWPPP. Structural best management practices will be instituted to minimize erosion and prevent contamination of storm water.

2.9 All work shall be completed within 120 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.

3.1 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: The Contractor shall install approximately 72,000sf of Type II Roadway Slurry Seal, Repair damaged asphalt and Re-stripe the roadway between the two parking lots. Removal of three (03) cement planters, survey, clearing/grubbing, earthwork, excavation, base material, compaction of soil, compaction of base material, prime coat, compaction of asphalt, painting of parking stripes, to create a complete and usable asphalt parking lot that sheds water, In addition install new eight (08) cement steel lockable bollards. See Site Plan DWGS for location. The Contractor shall work to minimize disturbance to occupants during demolition and construction of new work. The Contractor shall submit a Schedule of Phases, for Government approval, outlining when each phase of the work is to be completed, and what areas of the parking will be affected. The Contractor shall work with the Government’s Representative in creating a schedule which is acceptable to the Government and the least disruptive to building occupants. Where the Specifications and Plans describe portions of the work in general terms, but not in complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. 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.

4.1 DEMO

4.1.1 Demo and remove three concrete planters at the entrance to B546, see Figure 3.

4.2 New Work:

4.2.1 The Contractor shall work to minimize disturbance to occupants during demolition and construction of new work. The Contractor shall provide all necessary measures to accommodate existing unaffected spaces by carefully scheduling phases in areas that are adjacent to existing unaffected areas. The Contractor shall submit a Schedule of Phases, for Government approval, outlining when each phase of the work is to be completed, and what areas of the building will be affected. The Contractor shall work with the Government’s Representative in creating a schedule which is acceptable to the Government and the least disruptive to building occupants.

4.2.1.1 Contractor shall rope off and provide signage around work area to protect new slurry seal and pavement marking from damage and allow proper cure times.

4.2.2 Keep driveways, loading areas and entrances serving premises clear and available to Government employees, and emergency vehicles at all time. Do not use these areas for parking or storage of materials. Do not close or obstruct driveways, walkways or other occupied or used facilities without written permission from the Government Representative and authorities having jurisdiction. Provide not less than 72 hours' notice to the Government of activities that will affect Government’s operations.

4.2.3 Repair damage caused by construction operations to include any and all landscaping disturbed during the project. Protect building and its occupants during construction period.

4.2.4 The Contractor shall comply with Cal Trans Standard Specification for Public Works Construction for Asphalt Parking Lot.

4.2.5 Anything remaining in place that is damaged or defaced during this Contract must be restored by the Contractor to the condition existing at time of award of Contract at the Contractor’s expense.

4.2.6 Measurements/locations are approximate and must be verified by the Contractor. Government shall not be held responsible for any error or variation in any measurements or other data listed. The Contractor must not be relieved of his responsibility to carry out the Contract in accordance with the true intent and meaning of the SOW, Contract plans, specifications, and documents without additional cost to the Government.

4.2.7 Where the Specifications and Plans describe portions of the work in general terms, but not in complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used.

4.3 POV Parking Crack: Prior to resurfacing asphalt, fill holes, cracks, and thoroughly clean existing bituminous surface of loose and foreign materials.

4.3.1 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.

4.3.1 Any and all cracks in existing POV, and roadway areas shall be properly prepared by mechanically routing or other similar method to provide proper surface for new crack sealer.

4.3.2 Newly routed cracks shall be completely cleaned of any vegetation, dust, or debris using compressed air, hand tools, or any method to achieve proper results. Cracks should be completely clean and dry to allow for proper bonding of new crack sealer to existing pavement.

4.3.3 For large holes the Contractor shall (demo) saw-cut and remove the existing asphalt pavement.

Compact existing sub-base.

4.3.3.1 Contractor shall install new asphalt pavement at the locations where the Contractor removed the existing asphalt pavement. 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.

4.3.3.2 The contractor shall fill any and all existing asphalt pavements cracks and or holes in the POV lot, and roadways areas with a hot-applied rubberized asphalt product Crack sealer and application shall meet or exceed all California State, and Federal specifications, and shall be applied per manufacturer’s specifications.

4.4 Slurry: The slurry seal shall not be placed if either the pavement or the air temperature is below 13 degrees C (55F) and falling. The mixture shall not be applied if high relative humidity prolongs the curing beyond a reasonable time.

4.4.1 The contractor shall clean area in advance of slurry coat.

4.4.2 Contractor shall install 2 coat petroleum resistant emulsion.

4.4.3 Type II Slurry Seal shall consist of mixing as asphalt emulsion, aggregate, and water and spreading the mixture on a surfacing or pavement where shown on the attached site plan and conform to the requirements.

4.4.4 The Contractor shall provide materials and products of the class, grade or type indicated in the latest "Caltrans Standard Specifications for Roadways and Slurry Seal".

4.4.5 Application shall meet or exceed all CAL Tran, and Federal specifications, and shall be applied per manufacturer’s specifications.

4.4.6 Vehicular traffic should not be allowed on the surface until proper curing time of the crack sealer per manufacturer’s specifications.

4.5 Parking Lot Markings: The Contractor shall provide painted (white traffic paint) parking stalls (Parking lot markings) on the asphalt parking lot.

4.5.1 Stripe parking spaces with white striping paint to make even parking spaces 9-ft x 17-ft.

4.5.2 Place concrete parking bumpers at the head of each parking space. Stake each end of bumpers with 1/2" steel stake 18" minimum length.

4.5.3 Place Handicap Parking markings in the first two parking slots closest to building.

4.5.4 Stripe roadway with yellow paint to separate lanes of traffic .

4.6 Sidewalk: Contractor shall extend the walkway at the front of B564 to the width of the concrete apron where bollards are being installed.

4.6.1 Contractor shall extend sidewalk 3’ on each side of existing entrance sidewalk. Concrete for extended sidewalk shall meet type of existing side walk.

4.6.2 Cement for walk shall be 3000psi and tied into existing walk with #4 Rebar.

4.6.2 Contractor shall install bituminous material to fill in the gap between existing side walk and new.

4.7 Bollards: Contactor shall install eight concrete filled security bollards around the perimeter of the concrete apron at the location shown on Figure 3.

4.7.1 Bollards shall provide K4 rated (removable/manual) pipe bollard, steel, concrete filled and painted, 8L x 4D hole, 8” diameter.

4.7.2 Bollards are to be able to be removed and/or installed by two (2) persons using lifting bar provided.

Hinged removable steel caps will be provided to cover embedded bollard sleeve holes flush with concrete when removable bollards are not in use.

4.7.3 The removable bollards and caps shall be hot dipped galvanized, but painted (Color shall be chosen by COR) with direct to metal (DTM) paint.

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 63d Readiness Division AFOS Diane Nichols

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: Diane Nichols 650-759-5631 diane.d.nicholes.ctr@mail.mil

COR: Sandra Perez 650-526-9428 sandra.perez5.civ@mail.mil

DWG 4.2

Sidewalk to be widened.

FIGURE 2

Location for bollards and widening of the sidewalk.

FIGURE 3

4.3 POV Parking Crack: Prior to resurfacing asphalt, fill holes, cracks, and thoroughly clean existing bituminous surface of loose and foreign materials.