_SOW_-_Airfield_Partial_Depth_Asphalt_Patch_dated_08MAY17.pdf

USCG Air Station Clearwater Airfield Partial Depth Asphalt Patch

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SCOPE OF WORK (SOW) FOR

USCG AIR STATION CLEARWATER (ASCW)

AIRFIELD PARTIAL DEPTH ASPHALT PATCH

PROJECT # 9471902

08 MAY 2017

Facilities Engineering

Air Station Clearwater

15100 Rescue Way

Clearwater, FL 33762

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1. SCOPE OF WORK

The work includes furnishing all labor, equipment, materials, and tools to mill up to 180 square yards of existing asphalt between C130 parking spots # 4 and #5, prepare milled asphalt surface to receive, then place and compact a minimum of 3 inches of SP 12.5 with polymer additive asphalt over an approximate 40ft x 40ft area. See Enclosure 2, showing the approximate work are of the paving work. All work to be done by licensed and insured contractors with recent experience in FAA/FDOT airfield paving work. All work to conform to the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction (January 2017). Contractor shall obtain any required permits and make any necessary notifications to initiate/complete construction operations.

1.1 Airfield Partial Depth Asphalt Patch:

1.1.1 Place high visibility low profile FAA approved construction barriers at the edge of the construction site. Barricades placed on the airfield shall be anchored and/or weighted so that they will not create flying object debris hazards. Barriers should have flashing lights to alert traffic at night.

1.1.2 Saw-cut edges of area to be milled then mill approximately 180 square yards of existing asphalt 3 inches. Remove and properly dispose of milled asphalt and debris from the site.

Ensure that the edges of the area milled have vertical faces.

1.1.3 Power-blow, mechanically brush and hand sweep area to

remove debris from paving area. Clean the surface of all loose and deleterious material by the use of power brooms and/or blowers, supplemented by hand brooming where necessary. Area must be inspected by COR prior to being approved for tack coat.

1.1.4 Apply tack coat with a spray distributor on existing

pavement structures that are to be overlaid with an asphalt mix and between successive layers of all asphalt mixes. Area must be inspected by COR prior to being approved for paving.

1.1.5 Pave prepared area (approximately 40ft x 40ft) with SP 12.5 FDOT approved asphalt mix with polymer additive a minimum of 3 inches (3 inches is depth after final compaction). 25% RAP allowed.

1.1.6 Compact asphalt to a smooth finish using a variety of steel plate compactor, vibratory steel roller and 9-wheel rubber tire roller.

1.1.7 Layout and line stripe taxiway pavement markings as

required for patched area. Markings to be FAA (or DOT) approved high visibility markings.

2. SUBMITTALS

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The contractor shall submit submittals to the COR electronically via email (max email size is 8mb) or via another electronic means. The contractor shall attach a submittal transfer/acceptance sheet to the submittal. The following is a list of the anticipated submittals.

Number Description Due Reference n/a Daily Report Every day during onsite work n/a

01 Personnel List 7 calendar days prior to the start of onsite work

SOW Paragraph 11.1

02 Safety Plan 14 calendar days after contract award

SOW Paragraph 12.3

03 Onsite work Plan / schedule

14 calendar days prior to the start of onsite work n/a

04 Tack Coat 14 calendar days prior to the start of onsite work n/a

05 Asphalt Mix 14 calendar days prior to the start of onsite work n/a

06 Pavement Markings

14 calendar days prior to the start of onsite work n/a

07 Paving QAQC Records (including asphalt delivery tickets)

7 calendar days after completion of onsite work n/a

3. PROJECT PERFORMANCE TIME

The total project performance time shall be 60 calendar days from the Notice to Proceed. All onsite work must be complete in a 7 day window of the 60 calendar day performance period.

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The Base work hours are 0700 to 1500, Monday thru Friday. Any changes within the contract must be approved by the Contracting Officer in.

5. INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site prior to bidding.

The Contractor is responsible for verifying all dimensions.

Arrangements to visit the site can be made by contacting:

CWO4 Jeffrey Timberlake, 727-535-1437 x1572 (COR)

CDR JD Lentine, 727-535-1437 x1570 (Alternate COR)

6. AVAILABILITY OF UTILITY SERVICES

No utility services are anticipated for this project.

7. COORDINATION

The Contractor will be working on a Coast Guard operational military installation. Become familiar with and obey the installation’s fire, traffic, and security regulations. Personnel shall not stray from the immediate area or work nor direct avenues of ingress and egress unless authorized in advance by the COR.

The Base work hours are 0700 to 1500, Monday thru Friday. The Contractor shall coordinate with the COR to minimize interference with Coast Guard operations. Before interrupting or shutting down any utility, make a request for the interruption to the COR at least two

(2) business days prior to the anticipated interruption. Identify the utility, reason for interruption, and duration of the interruption. Do not interrupt utilities until authorized by the COR.

8. STORAGE, STAGING AND LAYDOWN AREAS

Location of storage, staging and/or laydown areas, if available, shall be designated by the COR depending on the requirements of the project.

Shipment/delivery of equipment, materials, and supplies shall be addressed to the Contractor – not the Government. The Contractor must be on hand to accept shipments/deliveries; the Government will not accept shipments/deliveries. Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer’s recommendations. Damaged or defective items shall be replaced. The Contractor shall be responsible for security of all materials and equipment.

The Contractor shall be responsible for restoring the storage, staging and/or laydown area(s) to their original condition at the completion of work. The Contractor shall be responsible for repair of any damage incurred as a result of storage, staging and/or laydown activities.

9. WEATHER

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Immediately cease transportation of asphalt from the plant when rain begins. Do not place asphalt mixtures while rain is falling, or when there is water on the surface to be covered. Once the rain has stopped and water has been removed from the tacked surface to the satisfaction of the COR and the temperature of the mixture caught in transit still meets the FDOT requirements, the Contractor may then place the mixture caught in transit.

Should warnings of wind of gale force or stronger be issued, the Contractor shall take every practical precaution to minimize danger to person, the work, and adjacent property. Precautions shall include, but are not limited to, closing all openings, removing all loose materials, tools, and equipment from exposed locations, and removing or securing fencing, scaffolding, and other temporary work.

10. CLEANUP

The Contractor shall keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state, and local regulations pertaining to the storage, transport, and disposal of wastes. The Contractor may be allowed limited use of Coast Guard waste disposal facilities, including garbage cans, trash piles, or dumpsters provided approval is granted by the COR.

11. SECURITY

11.1 Personnel List

The Contractor shall provide the COR with a list of names of all personnel who will be working on the site at least (7) calendar days prior to the start of onsite work. The Contractor may submit a revised list at any time during the project. Only personnel on the approved list will be allowed on the site.

11.2 Personnel Identification

All personnel shall carry proper identification (ID) when on site.

Proper ID is defined as either the individual’s driver license or a company-issued ID. The ID must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

12. SAFETY

12.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures for their own protection including but not limited to barricades, signs and signal lights complying with the

SOW Page 6 of 6 requirements of all applicable Federal, State and Local safety laws, rules and regulations.

12.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work.

The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

12.3 Safety Plan

The Contractor shall submit a written safety plan within fourteen (14) calendar days following contract award. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work. This Safety Plan shall be submitted and approved prior to commencing any work on site.

13. FINAL INSPECTION AND ACCEPTANCE

The Contractor shall give the COR at least twenty-four (24) hours notice for final inspection of work.

14. WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to the Government.

15. SOW ENCLOSURES

SOW Enclosure 01 – ASCW Site Plan (2016)

SOW Enclosure 02 – Work Area

SOW Enclosure 03 – Pictures

SOW Enclosure 04 – ASCW Daily Report

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