Updated_SOW_EADS_Pavement_Repair_Maintenance.docx

STATEMENT OF WORK

EADS PAVEMENT REPAIR/MAINTENANCE

BUILDING 700

EASTERN AIR DEFENSE SECTOR

GRIFFISS BUSINESS AND TECHNOLOGY PARK

BUILDING 700

366 OTIS STREET

ROME, NEW YORK 13441-4812

EADS PROJECT

GRCL-19-0003

15 March 2019

Table of contents

1. SCOPE OF WORK

2. AREA OF WORK

3. DESCRIPTION OF WORK

4. PERIOD OF PERFORMANCE

5. MATERIALS

6. GENERAL CONDITIONS

7. GOVERNMENT WORKING HOURS

8. UTILITIES

9. DISPOSAL OF MATERIALS AND CLEANUP

10. SECURITY

11. ESCORTS

12. SITE VISIT

13. POINT OF CONTACT

14. CONTRACT MANPOWER REPORTING

1. SCOPE OF WORK:

The contractor shall provide all personnel, equipment, tools, materials, supervision, transportation, and other items and services necessary to complete the work as described in this Statement of Work. Work location is at the Eastern Air Defense Sector (EADS), Building 700, 366 Otis Street, Rome, New York 13441-4812 on the Griffiss Business and Technology Park, Rome, New York 13441.

2. AREA OF WORK:

Contractor shall work only in the areas designated by the Engineer in Charge. Area of work is located on the south front side of Building 700 and Building 703.

Contractor to verify all measurements and quantities at site visit.

3. DESCRIPTION OF WORK:

Contractor shall mill/grind a minimum 2 inches deep milling cut depth shall be the depth indicated on the Plans plus or minus 1/8 inch from the existing joint in pavement near the final denial barrier (20’ X 200’) the roadway in front of B700 and B703 that is cracked and a (3’ X 30’) in the south parking lot designated by the Engineer, inside the compound west of B 700 and the entire west parking lot. Approximately 20,000 ft2. Mill and Pave and 102,000 ft2. Crack Fill.

1. Contractor is responsible for locating all milling hazards on and below the surface within the areas to be milled including areas requiring special milling. Contractor shall mill and remove existing pavement from intersection by final denial barrier designated by engineer to west parking lot, all of the west parking lot pavement and all of the pavement inside the compound west of B 700.

2. Contractor shall apply tack coat, it will be applied to all existing and to each new course of asphalt concrete prior to the placing of a succeeding lift of asphalt, apply tack coat to all surfaces (horizontal and vertical).

3. Contractor shall pave the 2 inch milled areas with type #6 armor asphalt blacktop pavement.

4. Contractor shall joint seal all new pavement joints.

5. The contractor shall clean out and fill all cracks in pavement ¼ inch and larger and along curb joints by Hot air blasting before filling the voids in existing pavement not being milled.

6. The contractor shall fill all cracks ¼ and larger with Crack Master PL Hot applied polymer rubber or approved equal materials using a hot pressure fed blotter coat process and ensure the material is cured before opening to traffic or approved equal. All cracks/gaps along all curbs shall be shall be filled with the same Crack Master PL.

7. The contractor shall guarantee that the cooled crack filled sealant left on the surface does not exceed1/8 inch above the surrounding pavement and shall be squeegeed to a 3 inch wide seal over the crack to prevent a rough ride.

8. The contractor shall remove the asphalt and repair two areas ;

1) (4’X 67’) in back of B 703, construct a pavement gutter next to the lawn edge which conveys water during a storm runoff event. Gutter cross-sections usually have a triangular shape with the curb forming the near vertical leg of the triangle. The gutter may have a shallow swale, gutters typically have V-shaped cross slope where the gutter slope varies from the pavement cross slope. Removal of asphalt and stone to accept the full depth asphalt of the gutter/swale.

2) North Drainage structure will be lowered to accept the runoff from the new pavement gutter swale. Finish grade of drainage grate will be lower than asphalt (a 1% positive slope into structure), 6 ft. by 6 ft. area around drainage structure will have the asphalt removed and replace to allow work performed on lowering finish grade of grate. New asphalt will be replaced with sub-base, #3 binder, and #6 top.

3) (5’ X 17’) at the end of the west parking lot access road. Remove existing asphalt to prepare the subgrade shall be excavated to a depth of 6 inches. The specific required mix type shall be called out in the contract documents or as directed by the Engineer.

9. 4 inches of Type #3 binder and 2 inches type #6 to be used to repair these areas.

10. West parking lot will have all lines painted to the existing parking lot lines layout with yellow latex paint, 4 inches wide. Contractor will paint the two lines under the overhang of building 700 back to existing with the same specification as used in the west parking lot.

4. PERIOD OF PERFORMANCE:

Work must be completed in conjunction with the Mission Schedule without interruption of or interference with the function of the military personnel unless prescheduled prior to start of work. All work shall be completed in 59 days from NTP.

5. MATERIALS: All materials shall be submitted on an AF form 3000 for approval by the Engineer in charge. Safety Data Sheet (SDS) sheets must be submitted for each product used. EADS Engineer shall have 10 days minimum to approve materials.

6. GENERAL CONDITIONS:

Contractor and all personnel shall comply with the OSHA Safety Standards. Contractor shall protect all government property (Personnel, Buildings, Foliage, Grounds) while work is in progress. Contractor shall have a spill protection plan to protect and prevent and contaminating spills. Contractor shall be 100% responsible for any clean-up cost associated with any spills. Contractor shall work with the time line of EADS. Prime General Contractor shall be on site at all times with a site supervisor for all sub-contractors supervision. Low Price with best Technical Plan will be selected as bid winner. Technical plan shall consist of a general time line of project and a written narrative of how you plan on executing the actual work, what parts of the job will you sub contract out and what parts of the project your company will execute.

7. GOVERNMENT WORKING HOURS:

Work hours shall be Monday thru Friday 0700-1530 hours, with the exception of Federal holidays. Due to EADS 24/7 Mission, the contractor may need to work outside these hours to include weekends. Contractor must have prior approval in writing to work outside these guidelines and must coordinate with the Engineer in charge.

8. UTILITIES:

The Government shall not provide the Contractor reasonable amounts of water and electricity to support the contract. The contractor shall make any provisions for water with Rome City Water. EADS cannot authorize any hook-up to hydrants.

9. DISPOSAL OF MATERIALS AND CLEANUP:

The contractor shall dispose of all containment debris associated with this job off base and provide valid documentation of disposal. Contractor shall clean up after each work period and dispose of all debris at the close of each day.

· Contractor shall verify all site conditions, quantities, measurements, and project requirements before bidding or ordering materials.

· Contractor shall protect and barricade all work areas at all times to protect workers and the public from injury.

· Contractor shall protect all structures, utilities, vegetation, sidewalks and vehicles from damage at all times. Replace all damaged materials with new materials to the satisfaction of the Government, at no additional cost to the Government.

10. SECURITY:

· EADS Security Forces shall monitor the incoming and outgoing of work personnel during the duration of the project. All deliveries shall be coordinated with the Engineer to arrange for their entrance into the compound.

· The contractor shall submit a list of all personnel names, copy of valid driver’s license within one week after award of contract. Any personnel that will work onsite shall be vetted through EADS security. No one will work on site until a background check is completed and personnel cleared. If at any time the contractor submits additional names for clearance, EADS security will require at least 48 hours’ notice to clear individual.

· All Contractor personnel shall have a minimum of one (1) Form of Photo Identification with them at all times.

· OPSEC Training – Contractor will be briefed in Preconstruction conference.

11. ESCORTS:

The work area (B-700 B-703) is located in a secured compound. A security briefing will be conducted prior to the start of the contract.

12. SITE VISIT:

One (1) site visit will be scheduled with date and time determined when solicitation issued. Contractors will meet at EADS Building 703, 366 Otis St., Griffiss Business and Technology Park, Rome, New York 13441-4805. Call SMSgt Ashley Pace, (315) 223-2133, if you plan to attend site visit.

13. POINT OF CONTACT:

Mr. Daniel Melie, Chief, Engineering Services (315) 334-6142.

Mr. Gregory Hatzinger, CEE (315) 334-6731

14. CONTRACT MANPOWER REPORTING

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the New York Air National Guard via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013. Contractors may direct questions to the help desk at help desk at: http://www.ecmra.mill