26-0415 ASPHALT REPAIRS - SOW.pdf

DISTRIBUTION: DoW COMMUNITY ONLY

PROJECT # 26M068CN

MACC # 26-0415

TITLE: ASPHALT REPAIRS – BLDG. AS211, AS214, LCH4930, 905, 916, PP201

ATTACHMENTS:

Area Map Page 1 Sites 1 and 2 Page 2 Sites 3 and 4 Page 3 Sites 5 and 6 Page 4

SCOPE OF WORK

General description:

This project will sawcut, remove, and repave six [6] previous utility repairs.

This scope of work is to be accomplished at building 905, intersection of Michael Road and Wilson Blvd [Page 2], building 916 on Mulberry Street [Page 2], PP201 Parking lot off Brewster Blvd [Page 3], and LCH4930 Balducci Dr on Midway Park [Page 3], as well as AS211 and AS214 Parking lots, located on Bancroft Street, MCAS New River.

Specifications and General Note:

Contractor shall furnish all equipment, labor, materials, supervision, and transportation necessary to repair the asphalt at the subject locations.

The Six [6] Sites requiring repair and approximate dimensions are as follows:

Site 1 – 905 [Page 2] Approximately 18’ X 18’ Site 2 – 916 [Page 2] Approximately 20’ X 20’ Site 3 – PP201 [Page 3] Approximately 10’ X 18’ Site 4 – LCH4930 [Page 3] Approximately 11’ X 12’ Site 5 – AS211 [Page 4] Approximately 9’ X 13’ Site 6 – AS214 [Page 4] Approximately 18’ X 34’

DETAILED REQUIREMENTS AND SPECIFICATIONS:

1. Saw cut the perimeter of the [6] areas to be repaired approximately to the provided dimensions, leaving an even edge for the old asphalt and new asphalt to meet.

2. Excavate the area to the necessary depth for the new asphalt to be installed to maintain adjacent height.

3. Leave remaining rock/stone base, compact, add additional material if necessary.

a. Compact the subgrade to a density equal to at least 98% of that by compacting a sample of material in accordance with ASTM D1557. Ensure the subgrade is stable prior to placement of stone.

b. The contractor must validate that there is a minimum of 8” of compacted ABC stone beneath the asphalt to be installed.

4. Install no less than 2 inches of RS-9.

5. Compact to a minimum density of 92% on the MAT.

a. Add tack to face of cut.

6. The top course shall provide a smooth and even transition from existing area to the new asphalt patch.

7. Remove excavated materials from site and off Camp Lejeune.

GENERAL REQUIREMENTS:

1. The contractor shall provide personnel, material, equipment, and supervision to complete the technical requirements in this statement of work. The contractor shall be responsible for hiring labor and equipment vendors and shall follow security and safety directives as explained by the Base.

2. The contractor shall have limited access into the building and the outside areas designated for the project, except with permission by the Base. The contractor shall address the impact of the consequent disruption and provide for a continuing level of operation of the Base functions caused by the proposed work.

3. Material may be stored in a location acceptable to the USMC upon request. All storage is for the convenience of the contractor and the responsibility for keeping the material safe and in good condition remains with the contractor. The material will be placed in such a way as to present no safety hazards to the consultant or contractor’s employees. All materials shall be removed immediately upon the completion of this project.

4. Contractor shall Field Verify all measurements under this contract.

5. All work shall be done to industry, and NCDOT standards & specifications.

SPECIAL CONDITIONS:

The contractor shall provide onsite service/maintenance between the hours of 8:00 A.M. to 4:30 P.M. Eastern Standard Time Monday through Friday, except for government holidays.

HAZARDOUS MATERIALS

Contractor shall check with POC listed in the Scheduling and Access section of this document to inquire of any hazardous materials on the jobsite and how they will need to be handled safely.

Contractor is responsible for any training and PPE requirements for his workers on the job site.

SCHEDULING AND ACCESS: None Identified.

ENVIRONMENTAL: None Identified

SUBMITTALS: See submittal registry

SPECIAL CONDITIONS:

1) All work-related issues and concerns must be coordinated through the Resident Officer in Charge of Construction (ROICC Office CM & ET).

2) Any changes to this project or deviation from this scope of work or specifications must be approved by the Contracting Officer (KO).

3) The Funding Customer for this project is: Public Works Dept., Bldg. 1005, Camp Lejeune.

4) The Point of Contact at Public Works is: John “Frankie” Winberry at john.f.winberry@usmc.mil - Office (910) 451-0877, Cell 910-545-9253.

All measurements furnished in this scope of work are “approximate” and are for reference only.

Actual precise measurements shall be field verified by the contractor.

The Government Project Manager for this project is: James Muston, Public Works Division/Operations, (910) 451-0876, james.muston@usmc.mil.

Contractor is responsible for locating any utilities prior to digging.

The P.O.C.'s have no authority to alter the scope of work after the project has been awarded.

Make arrangements with the Points of Contacts at the Pre-Con. meeting and / or one week prior to the project start date to coordinate accordingly so that work can commence.

OTHER POINTS OF CONTACT ARE:

Base Provost Marshall’s Office (PMO), 451-3004/3005, prior to detouring or re-routing traffic.

SITE 1 & 2

MCB Camp Lejeune

Bldg. 905 Lot- Michael Bldg. 916 Mulberry St

SITES 5 & 6

MCAS New River

AS211/AS214

26-0415 ASPHALT REPAIRS [AREA MAP]

SITE 4

MCB Camp Lejeune

Midway Park Housing LCH4930 Balducci Dr

SITE 3

MCB Camp Lejeune

PP201 Brewster Blvd.

SITE 1: Bldg. 905 Mulberry and Duncan Street Camp Lejeune, NC - Main Side

SITE 2: Bldg. 916 Michael and Sneads Ferry Road Camp Lejeune, NC - Main Side

SITE 4: LCH4930 Balducci Dr Camp Lejeune, NC – Midway Park

SITE 3: PP201 Brewster Blvd.

Camp Lejeune, NC

Brewster Blvd

SITE 6: Bancroft Street Parking Lot / Adjacent to AS214 MCAS, New River NC

SITE 5: Bancroft Street Parking Lot / Adjacent to AS211 MCAS, New River NC