SOW.pdf

U.S. Fish and Wildlife Service – North Attleboro N.F.H. 1 of 4 Scope of Work – Parking Lot Rehabilitation

STATEMENT OF WORK

Parking Lot Rehabilitation

PART 1 - PROJECT OVERVIEW

A. NOTICES

1. Project Information

Project Title:

Location:

Parking Lot Rehabilitation

U.S. Fish & Wildlife Service North Attleboro National Fish Hatchery 290 Bungay Road North Attleboro, MA

Project Engineer / Contracting Officer’s Representative (COR): Brian Waz

B. INTRODUCTION

1. Involved Parties:

This RFP is issued by Region 5 of the United States Fish and Wildlife Service (FWS), hereinafter referred to as the “Government,” to obtain the services of an asphalt paving/construction firm (also referred to as the “Contractor”, “Offeror” or “Designer”) who shall be singularly responsible to satisfy the terms of the resulting contract.

2. Contract Work:

This contract is for construction services for the rehabilitation of a portion of the parking lot. The Contractor may proceed with the construction services upon receipt of the Government notice to proceed.

Design and technical criteria contained and cited in this SOW establish minimum standards for design and construction quality. The Contractor shall comply with all applicable design and construction criteria using industry standard best practices and materials.

3. Anticipated Award Period / Contract Type:

The Government anticipates a firm-fixed priced award of this contract

4. Completion Date:

The rehabilitation is to be completed no later than 90 calendar days from the Notice to Proceed issued by the Contracting Officer. Time does not include Government inspection/review time.

PART 2 – SCOPE OF WORK

U.S. Fish and Wildlife Service – North Attleboro N.F.H. 2 of 4

A. SCOPE

Overview:

The project consists of removal of asphalt pavement, regrading and compacting the base material, construct a concrete pad from the front of the hatchery building to the trench drain, and pave the remainder of the area as shown on the map in Appendix 1. The area of the parking lot to be paved has several manhole covers (2) to grade and several valve risers to grade (4). There is a network of underground drain and water supply lines that should not be impacted by the proposed work.

An informational map of estimated locations of all underground infrastructure in the area of proposed work will be provided after contract award. There is an existing slotted trench drain that shall remain that runs approximately 75% of the parking lot (Refer to App. 1). The new pavement and concrete pad shall be sloped to drain storm water runoff to the trench drain.

There is no As-Built plan available showing any of the pavement details.

Asphalt Paving and Concrete Parking Lot Pad (Base Bid Item):

• Contractor shall visit the project site to become familiar with each aspect of the project.

Hot Mix Asphalt Paving:

• Remove all asphalt paving in the area indicated on the map in Appendix 1. There is no definitive information as to the thickness of the existing paving. The Project Leader at the hatchery estimates it is 2” thick.

• The subbase material shall be graded to slope to the center slotted trench drain. The subbase material shall be a crushed stone and gravel and be compacted to 95% percent of its maximum density.

• Purchase and install hot-mix Asphalt as shown on the map in Appendix 1. The estimated surface area of asphalt is approximately 2,500 s.f., a volume of 15 cu. yds., and approximately 31 tons.

Concrete Parking Lot Pad:

• Remove all asphalt paving in the area indicated on the map in Appendix 1. There is no definitive information as to the thickness of the existing paving. The Project Leader at the Hatchery estimates it is 2” thick.

• Remove all existing concrete aprons at 4 bay doors. Three of the concrete aprons are 6’ x 12.5’, and one is 13’ x 16.5’. There is an existing ADA ramp at a man door that is to remain.

• The concrete parking lot pad should be designed for low traffic volume and one truck daily.

• The subbase material shall be graded to slope to the center trench drain. The subbase material shall be a suitable material for a concrete parking lot and be compacted to 95% percent of its maximum density.

• Purchase and install a concrete parking lot as shown on the map in Appendix 1. The estimated surface area for the concrete parking lot is 3,500 s.f..

1. DELIVERABLES

A. Supply all labor, equipment, materials, and supplies necessary (whether indicated or not) to perform and complete the work. The Contractor will haul away and properly dispose of all waste material related to this work.

U.S. Fish and Wildlife Service – North Attleboro N.F.H. 3 of 4

B. Abide by the Construction Wage Rate Requirements statute (formerly known as the Davis Bacon Act) and provide certified payrolls.

C. The Contractor shall comply with all Federal, State and local building, health, safety (OSHA) and environmental codes and standards. All products shall be installed in accordance with all manufacturers’ recommendations.

2. INSPECTIONS AND TESTS

General:

The Contractor shall perform inspections and tests throughout the construction process, including:

• Design support (existing conditions/needs assessments)

• Construction installation (placement/qualification measurements)

• Final inspections/tests (commissioning/performance certification)

Government Witness:

All inspections and tests required to verify documented contract assumptions, to establish work accomplishment, or to certify performance attainment shall be witnessed by the Government. The Contractor shall notify the COR in writing at least two weeks prior to conducting Site Investigations. The Contractor shall conduct site condition inspections/tests to validate both RFP directions, quantities, and measurements.

Final Inspections and Tests: Unless otherwise identified, manufacturer recommendations shall be followed for all inspection and test procedures.

The Contractor shall provide two (2) copies of documents containing all test reports/findings.

Test results shall typically include: item/system tested, location, date of test, test parameters/measured data, state of construction completion, operating mode, Contractor Inspector/Government witness, test equipment description and measurement technique.

When complete, the inspections/tests documents shall be turned over to the COR to complete the project's documentation addressed in "Manuals”.

1. APPLICABLE CODES AND REGULATIONS

Building Codes/Standards:

Design and construction shall comply with the most current applicable state, local and federal laws, regulations, codes, standards and government and private publications. The Commonwealth of Massachusetts DOT Standard Specifications for Highways and Bridges should be referred to for the subbase, and mix design. For the concrete parking lot, the American Concrete Institute Guide for the Design and Construction of Concrete Parking Lots (ACI Committee 330) should be referred to.

Health and Safety:

In addition to publications referenced in the Construction Contract Clauses, the following Code of Federal Regulations (CFR) publications designate and define hazardous materials and conditions, and establish procedures for handling these materials and conditions.29 CFR, Part 1910:

Occupational Safety and Health Administration (OSHA) General Industry and Health Standards.29 CFR, Part 1926: OSHA Construction Industry Standards.40 CFR, Part 61: National Emission Standards for Hazardous Air Pollutants.40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of Hazardous Waste. The specifications shall contain the

U.S. Fish and Wildlife Service – North Attleboro N.F.H. 4 of 4 appropriate Safety and Health section. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

Contractor Responsibility:

The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations.

2. DELIVERABLES:

Submittals:

Submittals shall be emailed to the following:

FWS Hatchery Manager:

Project Engineer / Contracting Officer’s Representative (COR):

Submittals Required:

1. Asphalt Pavement Mix Design.

2. Concrete Parking Lot Overlay Design.

3. Concrete Mix Design.

mailto:brian_waz@fws.gov mailto:shane_hanlon@fws.gov

APPENDIX 1:

Maps of Proposed Work

(For informational purposes only)