Atch_2_-_SOW_Joint_Sealant_2July_2015.doc

Attachment 2 to

FA4664-15-R-0011

Attachment 2 to

FA4664-15-R-0011

STATEMENT OF WORK

Airfield Joint Sealant Repair 452nd CIVIL ENGINEER DIVISION

452nd MISSION SUPPORT GROUP

2 July 2015

3SECTION 1. GENERAL REQUIREMENTS

31.1. SCOPE OF WORK

31.2. LOCATION

31.3. DESCRIPTION OF WORK

31.3.1. Joint Sealant

31.3.2 Repair Spalled Concrete, Partial Depth:

31.3.3. DEMOLISION AND DISPOSAL

31.3.4. TESTING

31.4. RESTRICTIONS

41.5. PHASING

51.6. WORK SCHEDULE

51.7. SITE VISIT

61.8. CLEAN UP INSPECTION

61.9. WASTE

61.10. HAULING

61.11. WEATHER DELAYS.

71.12. AIRFIELD WORK

81.13. FLIGHTLINE COMMUNICATIONS

81.14. SAFETY.

81.15. STORAGE AREAS.

81.16. EMERGENCY ACCESS.

91.17. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF IMT 103.

91.18. VEHICLE ACCESS.

91.19. SUBMITTAL REQUIREMENTS.

91.20 BASE ACCESS

9SECTION 2. GOVERNMENT POINTS OF CONTACT

92.1 CONTRACT ADMINISTRATION

102.2 BASE CIVIL ENGINEERING

10SECTION 3. REFERENCES

SECTION 1. GENERAL REQUIREMENTS

1.1. SCOPE OF WORK

Furnish all labor, materials, and equipment to perform joint seal replacement across the airfield at March Air Reserve Base. Work shall include joint sealant removal and replacement, crack seal, and partial depth spall repair at select joint failure locations across March ARB airfield.

1.2. LOCATION

This Contract is located at March Air Reserve Base, California. Work shall be performed on airfield ramps and taxiways.

1.3. DESCRIPTION OF WORK

The work to be accomplished includes, but is not limited the following principal features:

1.3.1. Joint Sealant: Work includes removing old sealant from the joints, routing, re-facing, cleaning joints, providing new sealant with primer, backup material and bond breaking tape for approximately 380,000 LF of joints. Existing conditions must be verified by contractor.

1.3.2 Repair Spalled Concrete, Partial Depth: Work includes demolition of existing concrete(saw cutting the existing concrete to the specified depth as required by UFC 3-270-03), chipping, grouting exposed faces, placement and finishing of concrete and hauling excess dirt or debris off base. Routing and sealing concrete cracks is estimated at 25,000 LF. Corner break spall repair is estimated at 100 SY.

1.3.3. DEMOLISION AND DISPOSAL

1.3.3.1. Disposal of Demolished Concrete: Contractor shall dispose of concrete in accordance with environmental specification from March ARB to a designated disposal site off base.

1.3.4. TESTING: Quality control testing is the responsibility of the Contractor, and shall be performed by an independent commercial testing laboratory. The type and amount of testing is stated in the applicable specifications.

1.4. RESTRICTIONS

1.4.1. Secure Zone Restrictions: Part of the work may be accomplished inside an U.S. Air Force Reserve (USAFR) security compound which utilizes stringent entry, exit, and escort requirements.

1.4.2. The contractor shall be responsible to have all their and/or subcontractors’ personnel assemble at specific locations at times mutually agreed upon between the contractor and the Contracting Officer Representative (COR), to be escorted through the “Secured Area” at the beginning or at the termination of each work day. If any of the contractor’s work-force are not present at the time and location specified, there may be a waiting period necessary to obtain personnel authorized to escort these persons through the “Secured Area”. If it becomes necessary for any of the contractor’s personnel to enter or leave the job site during the work day, it shall be the contractor’s responsibility to notify the COR in advance, so that arrangements can be made to have an escort available. The contactor shall also notify the COR a minimum of eight working hours prior to the delivery of materials to the job site. Any lost time due to the contractors, subcontractor, and the material suppliers waiting for authorized personnel to escort them to and from the job site due to the contractor not following the procedure stated above shall not be a basis for any contractor’s claim for additional compensation or equitable adjustment.

1.4.3. There can be one or more hour per day per man lost by working in the secure zone averaged over the span of the contract. This shall include both checking in and out, as well as periodic alerts. This time loss shall be included in the contractor’s bid and shall not be charged as lost time in any claims against March Air Reserve Base.

1.4.4. The contractor must submit to the Contracting Officer at least five work days in advance of entry into secured area the following information for every person and piece of equipment.

1.4.4.1. Full name, SSN, driver’s license number, vehicle type, description, registration number, license number, year and color.

1.4.4.2. Each person entering the area must have two types of picture identification with one having SSAN identified.

1.4.5. All contractor personnel must be under escort at all times while in the secured area. Contractor must schedule in advance (at least three days) if he must work in more than one area t a time, otherwise all workers must remain in the same area while working.

1.5. PHASING

1.5.1. Road Closure. Some road repair projects, under one project number, may have to be accomplished in phases in order to maintain accessibility to facilities. For example, a six street paving project in the housing are may be phased so that only two streets are under construction at one time. As large a portion as practical of a particular project will be given to the contractor at one time as it is in the best interests of the Air Force to complete a project as quickly as possible. Unless otherwise noted, assume all aspects of one phase will have to be completed before the next phase can start.

1.5.2. Road Intersections. All road intersections, unless otherwise noted, must remain crossable by autos as long as possible during a road repair project. The contractor will be allowed to initially demolish the asphalt pavement of an intersection, but they must temporarily raise the grade of the intersection so that traffic can safely pass. The contractor can close the intersection again when they prepare the base and paves. The contractor shall give the CO five days written notice of his intention to close any road or intersection.

1.5.3. Grades. Unless otherwise noted the contractor shall ensure that the finish grades of new pavements match or improve upon the existing grades of the replaced pavement. However, new finish grades or slope provisions (such as crowning a road) may be provided on project drawings. At points of integration with existing items, new pavement grades shall match the existing elevations.

1.6. WORK SCHEDULE

1.6.1. The contractor must adhere to the preapproved schedule for execution of the work, weather permitting, since runway and roadway closures must be coordinated in advance. If the Contractor’s schedule is delayed by weather conditions or mechanical equipment breakdown, the Contractor shall notify the COR and a new work schedule will be established if needed. The COR shall be responsible for coordinating the runway and roadway closure schedule with the using agencies.

Within 10 days after contract award or at the pre-construction meeting, whichever is later, the Contractor shall submit AF IMT 3064 Contract Progress Schedule. The contractor shall complete and submit an AF IMT 3065 Contract Progress Report every two weeks after work begins. AF IMT 3065 shall be submitted on the 1st and 15th of every month unless otherwise stated by the CO.

1.6.1.1 Period of Performance (POP). This contractor shall complete the scope of work within 730 days of receipt of the Notice to Proceed.

1.6.2. Working Hours. Working hours for the contractor will normally be between 7:30 a.m. and 4:30 p.m. excluding Saturdays, Sundays, and Federal Holidays. If the Contractor requests to work during periods other than those annotated, he/she shall obtain approval from the Contracting Officer (CO) five days in advance.

1.6.3. Work Planning.

Phases of the project should be annotated on the AF IMT 3064 and approved prior to start of project. Any changes should be coordinated and approved in advance. The Contractor shall indicate on a copy of the plans the locations and type of work the Contractor shall be performing during that period. The Contractor shall develop and coordinate a construction phasing plan. The contracting officer representative (COR), in turn, will coordinate project operations with other agencies such as the fire department, security police, airfield operations, commanders, and effected base organizations. The Contractor shall notify the CO to any changes of location or type of work to be performed. As a minimum, the Contractor shall comply with AFI 32-1042, ETL 94-1, AFI 32-1044, and FAA AC 150/5370-2 for temporary pavement closures on airfields.

1.6.4. Work Coordination.

When working on the airfield, coordination is required between the Contractor and the COR and base airfield manager. The Contractor shall obtain notice to proceed with work on the airfield from the contracting officer. In addition, the Contractor shall coordinate the exact location of each item of work with the COR.

1.7. SITE VISIT. Contractors are urged to attend the site visit to be scheduled by Base Contracting prior to bid opening. There will be a site visit for the project to familiarize the contractor with the scope of work envisioned.

1.8. CLEAN UP INSPECTION

1.8.1. At the final completion, the Contractor shall completely remove 100% of equipment/rubble/rubbish (including but not limited to fencing, signage, barricades, unused commodities, tools, etc.) from the area. Prior to the Contractor’s departure, the contracting officer will inspect the area; and ensure it is safe, clean, and orderly.

1.8.2 Pre-Final Inspections. At the conclusion of each phase of work, the contractor and the COR shall mutually inspect the Work for cleanliness, completeness and quality. Each pre-final shall have a punch list, if needed, and the contractor is to correct deficiencies in the punch list before moving to the next phase.

1.8.3 Final Inspection. The final inspection shall be conducted when all pre-final inspections and punch lists are satisfactorily completely and accepted by the COR, the contractor has removed all equipment, material and debris and each phase and area are free from debris and FOD. If a punch list applies at the final inspection, the contractor shall have five days to correct all deficiencies.

1.9. WASTE

1.9.1. Waste Material. In order to prevent any waste materials from washing off the project work site onto adjacent soil and/or drainage channels. all waste materials such as chemical, rubber, paint, slurry seal, debris, and water shall be cleaned up immediately, and removed by vacuum sweeper, or similar equipment provided by the Contractor.

1.9.2. Daily Clean-up. At the end of each work day, the Contractor shall clear all equipment and clean up all debris and waste from the airfield, leaving the area in a clean and safe condition to the satisfaction of the COR.

1.10. HAULING

The Contractor shall comply with any identified hauling route, if applicable.

1.11. WEATHER DELAYS. The contract performance period for this project will be established to enable completion of all construction required by the contract, including consideration of average weather conditions established by National Oceanic and Atmospheric Administration (NOAA). A contractor request for time extension to the project will only be considered under the following conditions:

1.11.1. Weather conditions at the project site during the project period must have been unusually severe. Unusually severe weather conditions shall be documented with weather data from the National Weather Service that verifies that the weather conditions were in excess of the average weather conditions established by the NOAA.

1.11.2. The unusually severe weather must actually cause a delay to the completion of the project. Actual adverse weather delay days must prevent work on 50 percent or more of the workday and delays work critical to the completion time of the project.

1.11.3. Contractor requests for weather delays shall be submitted in writing to the Contracting Officer, within 24 hours after experiencing unusually severe weather.

1.11.4. Contractor will not receive any extra payment for unusually severe weather but may be compensated for additional time in accordance with the above.

1.12. AIRFIELD WORK

1.12.1. Affecting Airfield Traffic.

Airfield work shall conform to UFC 3-260-1, Airfield and Heliport Planning and Design, Appendix B, Best Practices, Section 14, Construction Phasing Plan and Operational Safety on Airfields During Construction.

1.12.2. Airfield Right-of-Way.

When performing work, the airfield shall remain functional. Contractor interference with aircraft movement shall be minimal. The Contractor shall give right-of-way to aircraft 100% of the time. To the extent possible, the control tower will direct aircraft to avoid disruption of Contractor’s work efforts. Contractor shall provide, and maintain, all necessary cones, signs, and flag persons as required to protect work and operations. Runway/taxiway/apron closures shall be coordinated in advance in accordance with paragraph 1.6.4. and 1.6.2.

1.12.3. When within the radio-controlled areas of the airfield, the Contractor shall maintain continuous verbal and visual contact with the control tower. The Contractor shall verbally inform the control tower and the Chief of Airfield Management when the work has been completed and all equipment, labor and materials have been removed from the airfield.

1.12.4. It is the intention of the Government to close the runway to all aircraft traffic while joint sealant replacement is being performed on the runway. However, work may be interrupted to provide a runway for aircraft in an emergency or when a special or unscheduled mission is assigned. If the runway is needed for aircraft operations, the Contractor shall remove all equipment from the operational surfaces of the airfield and beyond the hold line within 15 minutes of notification to clear the runway. A scheduled landing or departure that has been identified to the Contractor prior to the start of the Contractor’s work shift shall not be considered an interruption.

1.12.5. Airfield Clean-up.

The Contractor shall continuously sweep and remove, with brooms and vacuum sweeper, 100% of debris or materials spilled, dropped, dumped, or tracked onto airfield by vehicles; as a result of work efforts. Brooms and Vacuum sweepers with metal brushes will not be approved for use. The Contractor shall properly dispose of debris in accordance with the contract specifications. At the end of each work day, the airfield and vehicle access routes shall be free of any debris left by the Contractor. The COR will inspect the airfield and/or area(s) prior to Contractor’s departure each day.

1.12.6. In case of a spill of a hazardous or regulated material, the contractor shall immediately notify the March ARB Fire Department 951-655-2911, the Government Construction Inspector, and the Contracting Officer. The contractor shall be responsible for the immediate and long-term clean-up of all spill material and associated contaminated material. Clean up of spills shall be under the supervision of the Base Fire Department, the Base Spill Response Team, or 452 MSG/CEV and the Government Construction Representative. Clean up of spill material shall be in accordance with Title 40 of the Code of Federal Regulations, Section 260-280 (40 CFR 260-280).

1.12.7. Driving.

Prior to driving/operating vehicles on the airfield, arrangements shall be made with the contracting officer, to ensure Contractor personnel receive a briefing and are issued a flight line driver’s pass. At a minimum, the Contractor shall submit a list of all vehicles, drivers, and equipment to be used on the flight line to the COR. All vehicles and equipment to be used on the airfield shall have pneumatic tires, flashing lights, and identification markings.

1.12.8. Photography. Photography is prohibited on the airfield without prior approval from March ARB security forces.

1.13. FLIGHTLINE COMMUNICATIONS

The Contractor shall obtain a hand-held two-way radio from Airfield Management as directed by the contracting officer each day work is performed on the airfield. The Contractor shall establish and maintain two-way communication with the control tower at all times while working in a controlled movement area. This radio shall be considered Government Furnished Equipment (GFE) and shall be returned to the Airfield Management office before the end of each work day. The Contractor shall assume responsibility for the radio while it is in his possession and shall reimburse the Government for the cost of repair or replacement if the radio is lost, damaged, or destroyed.

1.14. SAFETY.

The Contractor shall conform to the latest edition of the Air Force Occupational Safety and Health Standards (AFOSH) developed in accordance with AFI 91-302.

1.15. STORAGE AREAS.

Unless specifically identified, there will be no secure storage or staging area(s) for Contractor to store or stage vehicles, trailers, materials, and equipment. Unsecure storage or staging area(s) for the Contractor to store or stage vehicles, trailers, materials, and equipment may be provided. The government will take no responsibility for lost or stolen equipment or materials; therefore, the Contractor shall furnish their own security fencing, if desired.

1.15.1. Utilities. The Government will not provide telephone service for the contractor. Commercial telephone connections are not available. The contractor shall provide portable toilet units for his employees on the job sites.

1.16. EMERGENCY ACCESS.

Local fire trucks and emergency equipment shall have emergency ingress and egress to all areas at all times.

1.17. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF IMT 103.

Prior to beginning construction, the Contractor shall fill out/process a Base Civil Engineer Work Clearance Request, AF IMT 103. The Base Civil Engineer Work Clearance Request shall clearly annotate all work and specifically annotate any rubber removal, paint removal, excavation, grading, or patching work deeper than three inches (3”),. Excavator shall clearly delineate in the field the area(s) to be marked by utility owners prior to submission of AF Form 103. Mark the area to be excavated with water soluble or chalk based white paint on paved surfaces or with other suitable markings such as flags or stakes on unpaved areas. Delineated areas for a single permit shall not exceed 500 linear feet in any dimension. Excavator shall complete blocks 1 through 9 on AF Form 103 and submit form to Satellite Services Customer Service desk (SSI/CS) in Building 2405 at least 14 calendar days prior to planned excavation. Excavator shall include with this form a site plan of the installation depicting area on the installation where excavation is to occur. Excavator shall also provide diagram clearly depicting the area delineated in the field. SSI/CS will ensure the AF Form 103 has been entered into a log, has been completed correctly and includes an adequate diagram; then, excavator shall be responsible for obtaining all signatures from reviewing/marking organizations. Utility owners and/or reviewing organizations will use locator equipment to mark or clear the delineated area, sign the AF Form 103 and return it to SSI/CS within 5 working days of receipt. If utilities are not present within the contractors delineated area the utility owner shall mark no power, no water, no gas etc. to indicate the utility has visited the site and their respective utility is not present.

1.18. VEHICLE ACCESS.

All Contractor and Subcontractor commercial vehicles/trucks are subject to security inspection prior to base access. See attachment “Security Forces Requirements for Prime/Sub-contractor Representatives” for information for Civilian Contractors on Non-classified contracts.

1.19. SUBMITTAL REQUIREMENTS.

Submittals requiring Government approval are to be submitted prior to the acquisition of the material or equipment. Thereby, Material Approval Submittal, AF IMT 3000, shall be used for each submittal to the Government. The contracting officer may require additional submittals when necessary to adequately describe the work covered. Each submittal shall provide sufficient detail to allow the contracting officer to determine compliance with contract requirements.

1.20 BASE ACCESS

Contractor shall prepare a pass information sheet identifying all employees, including subcontractor employees, who will be working on March ARB. Upon completion of the contract or expiration of the passes, the Contractor shall ensure that all passes issued to employees and subcontractor employees are returned to security. Contractor shall furnish proof to the Contracting Office that all passes have been returned to security. Failure to comply with this requirement may result in withholding of final payment.

SECTION 2. GOVERNMENT POINTS OF CONTACT

2.1 CONTRACT ADMINISTRATION

The Contracting Officer shall be responsible for managing and addressing all contractual and administrative issues relating to this project. All changes to the contract must be processed through the Contracting Officer as a modification to the contract. The contractor shall not proceed with the change in the contract until receiving a modification to the contract. The Contracting Officer has the sole authority to direct the contractor to proceed with any design task or change in the contract.

2.2 BASE CIVIL ENGINEERING

The 452 MSG/CE Project Engineer will provide technical support, project coordination, and design guidance as required for the project. The contractor is reminded that the Project Engineer is not authorized to direct a modification to the contract task. The Project Engineer will be responsible for informing the Contracting Officer of any change to the design schedule due to delay, readjustment of priorities, or extensions requested by the US Government.

SECTION 3. REFERENCES

1. UFC 3-260-1, Airfield and Heliport Planning and Design, dated 17 November 2008, http://www.wbdg.org/ccb/DOD/UFC/ufc_3_260_01.pdf

2. Unified Facilities Guide Specification 01 33 00 Submittal Procedures, dated May 2011, http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2001%2033%2000.pdf

6. Air Force Instruction 91-302, dated 18 April 1994, Air Force Occupational and Environmental Safety, Fire Protection, and Health (AFOSH) Standards, http://static.e-publishing.af.mil/production/1/af_se/publication/afi91-302/afi91-302.pdf

11. U.S. Department of Transportation Federal Aviation Administration Advisory Circular No: 150/5370-10F, Subject: Standards for Specifying Construction of Airports, dated 30 September2011, http://www.faa.gov/documentLibrary/media/Advisory_Circular/150_5370_10F.pdf