N4008518Q2116__SOW.pdf

STREET PAVING AT CP AND NUWC, NAVSTA Newport

BRana

STATEMENT OF WORK

For

DESIGN/BUILD CONSTRUCTION SOLICITATION

Date: 15 December 2017

1. PROJECT TITLE: 17 CATCH BASIN REPAIR NAVSTA Area

PROJECT LOCATION: locations throughout Naval Station Newport, Newport, RI

1.2 EXAMINATION OF THE PREMISES: Work shall be performed during normal hours

Monday through Friday 0700-1530 excluding Federal holidays. Work performed outside of normal hours requires the approval of the Contracting Officer’s Representative. Submit requests for approval a minimum of 5 working days in advance. Utility outages shall be performed during off hours unless directed otherwise.

1.3 SECURITY AND IDENTIFICATION BADGING:

All Contractor employees and Sub-Contractors on the job site must be U.S. citizens. A list of individuals requiring access to the job site will be provided to NAVSTA Newport, RI prior to the start of the installation.

2. PROJECT SCOPE:

This project is to repair/rebuild 17 catch basins. Map, general catch basin location, CB number and work description provide:

1) CB 3-122 Parking lot East of Simms Hall Bldg 29

2) CB 3-123 Parking lot East of Simms Hall Bldg 29

3) CB 4-84. East side of Bldg. W34

4) CB 5-104. Bldg 1285 Gas Station entrance (to the right when entering.)

5) CB 5-100H. Bldg 1354 Navy Lodge parking lot

6) CB 6-109. Corner of Donovan Ave and Chandler (across from 1801)

7) CB 7-39 Peary St (just pass intersection with Whipple St)

8) CB 7-46 East Industrial Road behind bldg 47 just before rear ent to A63

9) CB 7-78 East Industrial Road behind bldg A63, across from Island Express

10) CB 7-89 East Industrial Road behind bldg 47 FLC area

11) CB 7-90 East Industrial Road entering from Chandler just before bldg 47

12) CB C-93 NUWC Southwest Bldg 990 main entrance CB Granite inlet broken

13) CB C-192 NUWC West side of Bldg. 114 Cunningham Rd

14) CB C-230A NUWC East side of Bldg. # 1171A @ intersection of Lay st and Porter

15) CB 3-348 Roadway in back of the Suisse Chalet Bldg 1290

16) CB 3-025 Parking lot where Gym 109 was located

17) CB 10-117 Behind B-1cc

18) CB 3-089 Behind B-1109 in parking lot facing SWOS NE side

19) CB 7-143 Between B-13 & 14 middle area with steel plate over CB

The contractor shall provide all required materials, labor, services, equipment, and incidentals related to work as required. The work shall include but shall not be limited to the following:

a. Reconstruct 14 catch basin enclosures

b. New ring and grates if needed.

c. Furnish and install two Neenah Foundry Company. R3333-A-- CB frame and lid for behind the curb construction with curbing. Details attached

d. Saw cut and excavate around basin, reconstruct enclosure, backfill, compact and blacktop / concrete.

e. Removal and proper disposal of excess soil containing arsenic if applicable

f. Include all signage in accordance with Manual on Uniform Traffic Control Devices

(MUTCD) for road closures, detours, and construction zones.

g. Contractor shall coordinate work areas with Navy personnel prior to the start of construction.

h. General cleanup of the site, including grading, seeding, fertilizer, as well as, all other incidental work as required for complete and fully functional sites meeting the requirements of Naval Station Newport.

3. GENERAL PROVISIONS. The Contractor shall provide all required materials, labor, services, equipment, and incidentals related to work as required. The work shall include, but not be limited to, the following:

i. Where applicable, environmental controls including silt fencing around the site, inlet protection at designated catch basins, and provision of a stone entrance debris trap.

Contractor shall follow NAVSTA NWPT soil management plan.

j. Provision of new temporary construction fencing with weighted bases around the perimeter of the site to keep out all non-construction personnel.

k. Signage in accordance with Manual on Uniform Traffic Control Devices (MUTCD) for road closures, detours, and construction zones.

l. Coordination of work areas and road closures (if necessary) with Navy personnel prior to the start of construction.

m. Stormwater management plan with all information required as part of the RI

Stormwater Design and Installation Standards Manual Appendix A: Stormwater

Management Checklist.

n. General cleanup of the site, including grading, seeding, fertilizer, mulch, and all other incidental work as required for complete and fully functional sites that meet the requirements of Naval Station Newport.

o. Verification of all dimensions including points of connection where existing and new construction meet.

4. QUALITY ASSURANCE AND EXECUTION. All work shall comply with applicable Uniform

Facility Criteria (UFC) and the International Building Code (IBC) as modified by UFC 1-

200-01 General Building Requirements. Additionally, comply with the following:

a. Soil Management Plan Naval Station Newport, Newport, RI.

b. Rhode Island Stormwater Design and Installation Standards Manual, Amended March

2015.

c. Detailed construction documents and specifications shall be prepared and submitted for review and approval by the Government.

d. Provide design submittals based on the agreed upon construction documents.

Include samples and product information for review and approval of all materials to be used.

e. REGULATIONS: During performance of all work under this contract, the Contractor shall strictly adhere to regulations of the Rhode Island Department of Environmental

Management(RIDEM), the Environmental Protection Agency (EPA), the Occupational

Safety and Health Agency (OSHA), the US Army Corps of Engineers EM 385-1-1

Safety and Health Requirements Manual, and all applicable State, Federal, and

NAVSTA regulations.

5. SHOP DRAWING AND SUBMITTAL:

a. Prior to starting work, the contractor shall provide a minimum of 2 copies of all submittals for approval purposes for all materials to be used on this project (project specifications may require the provision of additional submittal copies). Partial submittals will not be acceptable and will be returned without review. Submittals shall be from the manufacturer and complete with manufacturers name, catalog number, specifications, and any other information necessary to approve the materials. Safety Data Sheets (SDS) shall be submitted along with product data for any potentially hazardous materials such as paints, adhesives, sealants, cleaners, gypsum board compound, flux materials, etc. Use low VOC materials wherever possible. No hazardous materials shall be brought on to government property without approved SDS. The contractor shall maintain a copy of all SDSs at the job site at all times.

b. Submit shop drawings and calculations for review and approval. Submittals shall include the following:

c. Accident Prevention Plan (APP) at least 10 days in advance of starting work, following Appendix A of EM-385-1-1. The plan shall incorporate all aspects of the project and additionally include the items mentioned below, as appropriate. Work may not begin until approval of the APP.

d. Traffic control plan when any operation may interrupt or interfere with normal traffic in the area. Plan shall meet the requirements of EM-385-1-1.

e. Safety plan

f. Environmental Protection Plan

g. Product information for all material to be used.

h. Schedule

i. Schedule of Values

j. Warranties

6. GENERAL REQUIREMENTS:

a. Before beginning any excavation, Contractor will follow National and Navy Dig

Safe requirements. Navy Dig Safe POC, Fran Furtado (401) 841-1355.

b. Extreme care shall be exercised to avoid damaging government or personal property, damaged or destroyed objects will be repaired or replaced, at the

Contracting Officer’s approval at no expense to the government.

c. Any road closures will be coordinated through the Navy road closure process set forth by the NAVFAC Newport Facilities Engineering and Acquisition Division.

d. In accordance with the EM 385-1-1, Contractor will be responsible for submitting an Accident Prevention Plan (APP) to the Contracting Officer or representative before the start of work.

e. During the performance of this contract, Contractor shall strictly adhere to Rhode

Island Department of Environmental Management (RIDEM) regulations, Environmental Protection Agency (EPA) regulations, Federal Occupational Safety and

Health regulations (OSHA), USACE EM 385-1-1 Safety and Health Requirements

Manual, as well as other applicable Federal, State, and Navy requirements.

f. Contractor parking is available on site.

g. Soil and sediment erosion controls are necessary unless excess soil is to be piled.

h. For exterior work, or work which involves closing a building’s entrance, the

Contractor shall install and maintain temporary chain link construction fencing set into moveable concrete blocks, meeting the requirements of EM 385-1-1, around the entire work area unless otherwise indicated. Fencing shall be installed to prevent unauthorized personnel from entering the work zone or any unsafe area. The fence shall be equipped with signage as required by EM 385-1-1. Provide gates where necessary for access by emergency personnel or to allow personnel to escape during an emergency. Temporary chain link fencing shall remain in place and maintained for the duration of the project.

i. When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property. Precautions shall include, but are not limited to, closing openings, removing or securing loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

During severe weather the Contractor will be required to take any additional actions as required by the Contracting Officer or representative. Any work required to protect against inclement weather or high winds shall be at the Contractor’s expense.