Statement of Work-MHMV971927A.pdf

CONSTRUCTION STATEMENT OF WORK

FOR

REPAIR SPRINKLER SYSTEM, HANGAR 1002 (FSD3)

MHMV971927A

14 JUNE 2012

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 submitted on one (1) document in MS

Project or similar and one (1) document on AF 3064.

3) Technical Approach Narrative will consist of a summary of the technical approach the

Contractor intends to employ in construction of this project. This must include

Contractor’s methodology in completing the construction.

B. The period of performance for Construction is 189 calendar days.

C. The offeror is highly encouraged to attend the scheduled Pre-Proposal Site Visit to review the requirements of this project. Relevant documents and information relating to this project have been included as attachments to the RFP. Government furnished documents and information is not guaranteed to represent actual conditions and shall therefore be field verified. Questions arising at the Pre-Proposal Site Visit shall be submitted to the

Contracting Officer in writing by the date specified in the RFP.

2.0 SCOPE

This Statement of Work (SOW) defines the scope for this task order. Work under this project is comprised of the following:

Provide 100% fire protection sprinkler coverage to all areas of Island “A” of Hangar 1002, and provide standpipe systems for the entire aircraft hangar. Major work to be accomplished includes, but is not limited to dropping existing sprinkler systems to existing lay-in ceilings;

replacing old sprinkler heads with new sprinkler heads; removing eggcrate ceilings and patching existing hard ceilings; extending coverage where additional heads are required; establishing final

AutoCAD as-built drawings of the existing and new fire sprinkler system for Island “A” illustrating complete coverage for that area; and installing new standpipe systems for complete coverage of the entire facility.

This project will require a Free Zone to perform the scope within the Restricted Area Flight Line.

See specification section 00750 for requirements. Contractor employees working within the Free

Zone are subject to a Criminal Background Check.

Fire protection shop drawings shall be stamped by a registered fire protection engineer in the state of New Mexico. Installer shall be certified by the National Institute for Certification in

Engineering Technologies (NICET) as an engineering technician with minimum level III certification in the water based fire protection systems layout program.

The Contractor shall utilize the latest editions of the following and any other applicable codes and standards as guidelines in construction:

a. Unified Facilities Criteria 3-600-01, Fire Protection Engineering for Facilities.

b. NFPA 13, Standard for the Installation of Sprinkler Systems.

c. NFPA 14, Standard for the Installation of Standpipe and Hose Systems.

d. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire

Protection Systems

e. NFPA 72, National Fire Alarm and Signaling Code

f. NFPA 101, Life Safety Code

g. IBC, International Building Code

h. KAFB Architectural Compatibility Plan (ACP)

The Contractor is responsible for identifying all hazardous waste, non-hazardous waste, universal waste, and/or special waste. The Contractor is also responsible for sampling and testing of suspected asbestos, lead, and PCB containing materials. Any finishes damaged as a result of sampling shall be repaired by the Contractor.

Attached are test results, collected within the past 10 years, of asbestos and lead containing materials within this facility, see attached CD. Also attached is information and test results collected more than 10 years ago. These files are for reference only. They are not necessarily a complete survey of the entire facility. The test results may not clearly indicate the scope of work for the project for which they were taken. They may not indicate if any abatement was performed thereafter. The Contractor is responsible for doing their own assessment of the area within the scope of work.

The Contractor will be responsible for visiting the site and conducting all field investigation that will allow the execution of a complete project. Provide all labor, materials and equipment as required for a complete construction project.

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 Kirtland Air Force Base (KAFB), New

Mexico (NM). The Government will reference the basic KAFB contract for information relating to quality control, teaming, personnel qualifications, etc.

3.0 SCHEDULE

3.1 DELIVERY SCHEDULE:

3.1.1 The schedule for delivery of design submittals and reviews is in calendar days. Calendar days for each requirement extends from the date of completion of each design review, except as otherwise noted. Percentages below apply to the completed submittal package.

NA indicates that referent Submittal will not be required.

REQUIREMENT No. of

Calendar

Days

Staff and approve Free Zone Package, submit and approve submittals 120 days

Total Working Days 60 days

Weather Delays 0 days

Additional time due to Phasing/User Needs 0 days

Operational and Functional Testing 7 days

Pre-final inspection 1 day

Final Inspection and Acceptance 1 day

TOTAL Number of Days from NTP

189 days

4.0 CONSTRUCTION

4.1 PROJECT COORDINATION

4.1.1 All work shall be accomplished while the facility is occupied during duty hours and shall be coordinated with the User.

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.