1. Statement of Work-MHMV100068.pdf

CONSTRUCTION STATEMENT OF WORK

FOR

AIRFIELD PAVEMENT STRIPING

MHMV100068

KIRTLAND AIR FORCE BASE, NEW MEXICO

TABLE OF CONTENTS

1.0 PROPOSAL

2.0 SCOPE

3.0 SCHEDULE

4.0 CONSTRUCTION

1.0 PROPOSAL

A. Bidder shall provide a price proposal, schedule and Technical Narrative which will be used to evaluate the proposal for this project. Failure to address or provide for all of the following criteria in Paragraph A(1) through A(3) shall result in the Contractor’s proposal being considered Technically Unacceptable for this project.

1) Price proposal shall consist of completing the Government Price Schedule (AF Summary

Form 3052).

2) Proposed Progress Schedule for construction (AF3064 in MS Excel and PDF formats).

3) Technical Approach Narrative will consist of a summary of the approach the Contractor intends to employ in execution of this project. Also, include four examples of similar projects. Provide scope, contract amount, and contact name and phone number.

B. The period of performance for Construction is 72 calendar days.

C. Bidder shall attend a Pre-Proposal Meeting to review the requirements of the project.

Relevant documents are attached. Questions arising at the Pre-Proposal Meeting shall be submitted to the Contracting Officer in writing by the date specified on the RFP cover sheet.

D. Bidder shall attend a follow-up meeting, separate from the Pre-Proposal Meeting, to do a Site

Visit prior to submitting their proposal. Government furnished information/materials are not guaranteed to represent actual conditions and shall therefore be field verified prior to submittal of the bid. Subsequent Site Visit(s) will be available and scheduled upon request, but are not required. Questions arising at the Site Visit(s) shall be submitted to the

Contracting Officer in writing by the date specified on the RFP cover sheet.

2.0 SCOPE

This Statement of Work (SOW) defines the scope for this project. Work under this project is comprised or removal and replacement of airfield pavement striping. Work will be performed on the flight line, and is shown in more detail in the drawing and specifications (provided).

This project will re-stripe portions of the KAFB Airfield including ramps B, C, D and E. Repairs include restriping taxilines, access road designation lines, stop bars, hold lines, parking designations, AGE equipment areas, toolbox tie-down boxes as well as any additional striping related items deemed necessary to provide a satisfactory project. Major work to be accomplished includes, but is not limited to furnishing all plant, labor, equipment and materials for materials testing, working drawing preparation, site preparation, striping and construction.

Descriptions of the project are provided solely for the purpose of revealing the general nature of the work involved. The place of performance shall be at Kirtland Air Force Base (KAFB), New

Mexico (NM).

3.0 SCHEDULE

3.1 DELIVERY SCHEDULE:

3.1.1 The schedule is in calendar days.

REQUIREMENT No. of Days

AFNWC/PKOD Contract Award (NTP)

Submittals 28 days

Construction Period

30 days

Final Inspections

14 days

TOTAL Number of Days from NTP

72 days

4.0 CONSTRUCTION

4.1 PROJECT COORDINATION

4.1.1 All work shall be accomplished while the facility is unoccupied. Proper coordination will be required to ensure ease of transition in the work space.

4.1.2 Controlled Access Facility: Escort is required at all times while at the facility.

The contractor will coordinate with the government daily for access to the facility. Due to the nature of certain missions in this area, contractor may be denied access, and/or be asked to leave on short notice.

4.2 Interference. The least interference possible to the normal activities in the remaining areas of the facility and the neighboring facilities, surrounding streets and parking areas shall be accomplished.

4.3 Utility outages. Necessary extended utility outages to perform construction shall be accomplished during non-duty hours.

4.4 SUBMITTALS

4.4.1 Submittal requirements shall be determined and indicated on AF Form 66, “Schedule of

Material Submittals”.

4.4.2 Catalog Data. These shall be provided to identify applicable products, models, options, and other data.

4.4.3 Shop Drawings. These shall include layout, details, and fabrication drawings on minimum 11x17 drawing sheet. Special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances shall be reviewed by Project Architect/ Engineer.

4.4.4 Abatement/Disposal Plan. A plan, if applicable, will be maintained in the Contractor contract files.

4.4.5 Safety Plan. A plan will be maintained in the Contractor contract files.

4.4.6 Quality Control Plan. A plan will be maintained in the Contractor contract files.

4.4.7 Permits. All applicable permits required by AF, County, City and State (i.e. Dig Permit, Burn or Hot Work Permit, NPDES, etc.) shall be obtained prior to construction start.

4.5 OWNER OCCUPANCY. The project shall be coordinated with the User to minimize conflict and to facilitate User's operations.

4.6 STAGING, STORAGE AND PARKING

4.6.1 Construction staging and storage shall be determined during the construction phase if not noted otherwise in the contract documents. Materials for this project shall be stored as determined in the pre-construction meeting.

4.6.2 Parking shall be only in designated parking spaces. Parking is not allowed on sidewalks or grass areas.

4.7 AVAILABILITY OF SITE.

4.7.1 Workdays are defined as 8-hour duty days of Monday through Friday, excluding Federal holidays.

4.7.2 Normal hours of operation are 7:00 AM to 4:00 PM.

4.7.3 Holidays. The following holidays are observed and are not considered duty days: New

Years Day, Martin Luther King, Jr. Day, Presidents Day, Memorial Day, Independence

Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

4.7.4 Project will be accomplished during normal working hours, unless specifically required by the Government.

4.8 SITE PROTECTION, CLEANUP, AND DIFFERING SITE CONDITIONS

4.8.1 Site Maintenance and Cleanup. Contractor shall ensure that all adjacent property, building and their contents are protected from dust, dirt, water, weather and other damages. This shall include ensure dry materials are wet down to settle debris.

4.8.2 Replace or repair. Contractor will replace or repair all existing adjacent finished surfaces, utilities, equipment, products, vegetation, and structures or parts thereof that have been damaged or removed to perform the work.

4.8.3 Cleanup. Contractor shall ensure that all trash, debris, refuse, garbage, etc., generated on the project site shall be placed in an appropriate container on a daily basis. Contractor shall ensure that all trash, debris, refuse, garbage, etc. to be taken off base is disposed of in a safe and legal manner.

4.8.4 Final cleanup. Contractor shall ensure that the project site is completely clean before the project final walk-through. All new materials shall be properly cleaned and shall be free of scuffs, dirt and dust. Areas surrounding the construction site shall also be cleaned of any dirt or dust.