Attachment J-1 - Statement of Work- AJJW 07-1144-47 Rpr Water System

FA5240-09-R-0018

Attachment J-1

DEPARTMENT OF THE AIR FORCE

36TH CIVIL ENGINEER SQUADRON (PACAF)

ANDERSEN AIR FORCE BASE, GUAM 96543

27 April 2009

REPAIR BY REPLACEMENT CONTRACT

STATEMENT OF WORK

FOR

PROJECTS AJJW 07-1144-47:

AJJW 07-1144 CONSTRUCT BY-PASS WATERLINE SANTA ROSA TANK

AJJW 07-1145 REPAIR WATER LINE FROM WELLS 5-9 TO SANTA ROSA TANK

AJJW 07-1146 REPAIR SANTA ROSA WATER TANK

AJJY 07-1147 REPAIR WATER LINE FROM SANTA ROSA TANK TO THE BACK GATE

ANDERSEN AFB, GUAM

1. GENERAL SCOPE:

The work covered by these construction documents consists of furnishing all supervision, labor, equipment, materials, necessary to perform all operations required to complete the work and ready for use all in accordance with the USAF and Industry standards specifications and the applicable drawings, and subject to the terms and conditions of the contract, AJJW 07-1144, AJJW 07-1145, AJJW 07-1146, AJJY 07- 1147, Andersen Air Force Base, Guam.

2. PROJECT DESCRIPTION:

2.1. AJJW 07-1145 REPAIR WATER LINE FROM WELLS 5-9 TO SANTA ROSA

TANK

2.1.1. Project Description: This project is a Repair by Replacement Contract intended to repair water line from Booster 3 at Andersen South to the Santa Rosa Water tank including repair by replacement the waterline from Water Wells 5 to 9 to Booster 3 . The work includes but not limited to:

2.1.1.1. Provide as-built drawing submittals for construction, installation and maintenance purposes.

2.1.1.2. Abandon, cap, and seal existing water line and all lateral connections.

2.1.1.3. Install new PVC water line main.

2.1.1.4. Install valves, hydrants, air relief bleed off as required by all applicable codes.

2.1.1.5. Restoration of damage areas in conjunction with the replacement of water lines.

2.1.1.6. Provide site/landscaping.

2.2. AJJW 07-1146 REPAIR SANTA ROSA WATER TANK

2.2.1. Project Description: This project is a Repair by Replacement Contract intended to clean and repair the Santa Rosa Water tank. The work includes but not limited to:

2.2.1.1. Provide as-built drawing submittals for construction, installation and maintenance purposes.

2.2.1.2. Clean interior of tank

2.2.1.3. Replace tank gauges, valves and vents

2.2.1.4. Repair tanks’ interior wall

2.2.1.5. Inspect tank prior to contract bid and provide needed repairs as part of bid

2.2.1.6. Restoration of damage areas in conjunction with the work.

2.2.1.7. Provide site/landscaping.

2.3. AJJW 07-1144 CONSTRUCT BY-PASS WATERLINE SANTA ROSA TANK

2.3.1. Project Description: This project is to install water line intended to bypass Santa Rosa Tank in order to take the tank off-line for cleaning and repair in accordance with drawing design and specifications provided by the government. The work includes but not limited to:

2.3.1.1. Install PVC pipe to directly connect waterlines coming from Wells 5- 9 to waterline going to the back gate to bypass Santa Rosa Tank.

2.3.1.2. Install valves, air relief bleed off and other appurtenances as required by all applicable codes.

2.3.1.3. Restoration of damage areas in conjunction with the installation of

2.3.1.4. Provide site/landscaping.

2.4. AJJY 07-1147 REPAIR WATER LINE FROM SANTA ROSA TANK TO THE

BACK GATE

2.4.1. Project Description: This project is a Repair by Replacement Contract intended to repair water line from the Santa Rosa Water tank to Andersen AFB Back Gate. The work includes but not limited to:

2.4.1.1. Provide as-built drawing submittals for construction, installation and maintenance purposes.

2.4.1.2. Abandon, cap, and seal existing water line and all lateral connections.

2.4.1.3. Install new PVC water line main.

2.4.1.4. Install valves, hydrants, air relief bleed off as required by all applicable codes.

2.4.1.5. Restoration of damage areas in conjunction with the replacement of

2.4.1.6. Provide site/landscaping.

3. PERFORMANCE PERIOD:

3.1. AJJW 07-1145 REPAIR WATER LINE FROM WELLS 5-9 TO SANTA ROSA

TANK

3.1.1. Mobilization Period - 150 Calendar Days

3.1.2. Construction Period - 150 Calendar Days

3.1.3. Total - 300 Calendar Days

3.2. AJJW 07-1146 REPAIR SANTA ROSA WATER TANK

3.2.1. Mobilization Period - 120 Calendar Days

3.2.2. Construction Period - 90 Calendar Days

3.2.3. Total - 210 Calendar Days

3.3. AJJW 07-1144 CONSTRUCT BY-PASS WATERLINE SANTA ROSA TANK

3.3.1. Mobilization Period - 30 Calendar Days

3.3.2. Construction Period - 90 Calendar Days

3.3.3. Total - 120 Calendar Days

3.4. AJJY 07-1147 REPAIR WATER LINE FROM SANTA ROSA TANK TO THE

BACK GATE

3.4.1. Mobilization Period - 150 Calendar Days

3.4.2. Construction Period - 150 Calendar Days

3.4.3. Total - 300 Calendar Days

4. DRAWING AND SPECIFICATIONS:

The contractor will provide a copy of AS-BUILT drawings depicting the existing conditions. The contractor shall be responsible for the production of all necessary hard copies.

5. ENGINEERING CONSIDERATIONS:

The contractor shall recommend complete layout that will improve the operational functions, enhance appearance, and will prove to be more economical and advantageous.

6. CONSTRUCTION POLICY AND CRITERIA:

The project shall conform to standard Air Force criteria, and other applicable Air Force regulations, manuals, and pamphlets. Uniform Building Code and regulations for building construction and safety will be used where applicable. Modern construction techniques may be incorporated to the project design to obtain both quality and economy and to provide a functional, complete, and useable system.

a. Applicable Government Criteria and Standards:

(1) Military Handbook 1005/7A, DoD Water Supply System

(2) Military Handbook 1008C DoD Fire Protection for Facilities, Design and

Construction

(3) Water Study, FY03 MCAF for AAFB

(4) AFI 32-1023, Design and Construction Standards and Execution of Facility Construction Projects

(5) Military Handbook 1190, Facility Planning and Design Guide.

(6) Other Air Force Regulations, Manuals and Criteria, as applicable.

(7) UFC 3-230-04A, Design Water Distribution

(8) UFC 3-230-02, Water Supply Systems Operation and Maintenance

(9) ASTM Standards

b. National Codes and Regulations (Latest Editions):

(1) Life Safety Code

(2) OSHA Regulations

(3) ADA Standards

(10) National Fire Protection Association Code 70 (NEC)

7. REFERENCES:

Air Force Manuals, Publications, and Guide specifications will not be furnished. They may be acquired from the Government Printing Office or other Federal agencies.

8. GOVERNMENT FURNISHED INFORMATION AND MATERIALS:

The following information and materials will be furnished within one week after issuance of the notice to proceed to the contractor for the prosecution of the project work.

a. Applicable site plans and as-built drawings to facilitate the construction effort

b. Sample of Title Blocks on full-size drawing sheets

c. Standard format of specifications

d. AAFB Architectural Compatibility and Base Design Standards

9. INSTRUCTIONS AND ADMINISTRATION:

During the course of project preparation, the contractor may be called upon to attend conferences pertaining to the project. The contractor shall prepare written minutes of all conferences and meetings to document pertinent instructions and information received. Copies of minutes shall be transmitted to all interested parties and become part of the official project record.

10. VISITS:

The contractor, or his authorized representative, will be required to make periodic visits to the project site as necessary to complete the project. All site visits shall be coordinated with the government’s technical representative prior to occurrence.

11. SECURITY INFORMATION:

The contractor, or his authorized representatives, shall comply with pertinent Air Force security regulations while working on the project.

12. ENGINEERING INFORMATION AND DESIGN DATA:

Due to age and undocumented conditions, government documents and “as-built” drawings shall not be solely relied upon for project information. The contractor shall perform field reconnaissance, surveys, and field measurements to verify dimensions shown on government-furnished reference documents. The contractor shall document all data, criteria, and assumptions as part of their analysis. All structures and equipment shall be constructed to withstand winds in excess of 175 miles per hour and meet seismic Zone 4 requirements.

13. SUBMITTALS:

All materials and submittals to be furnished by the contractor under this project shall be in number and format prescribed under each type of service specified herein. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Notes on the drawings should be held to a minimum. Extensive explanatory notes on the drawings are not desirable and should be placed in the specifications. The use of fractions less than 1/8 inch for building dimensions should be avoided. All dimensions shall have metric unit equivalent (soft metrics). Standard building material indication and symbols shall be used to the greatest extent possible.

The contractor shall provide the government a Schedule of Material Submittals (AF Form 66) within 10 days of issuance of the Notice to Proceed. This form will have “Required Submission Date” column completed. This form will be used by the Government to monitor the contractor’s submittals. The contractor will be required to have all submittals turned in by the date indicated on the form.

14. SUBMITTAL REQUIRMENTS

a. Submittals: The contractor shall provide the following number of copies for the various submittal stages to 36 CONS/LGCA:

Final

Specifications 6 Drawings 6 Mylars 1 Project Analysis 2 Cost Estimate 2 Pricing Schedule 2 Submittal List 2 Electronic Copies

NOTE: All submittals shall be delivered by hand to 36 CONS/LGCA.

15. BASIC CONSTRUCTION STANDARDS:

The activities of the contractor must be directed toward the efficient and economical use of architectural, engineering, and construction practices. To the maximum extent possible, the contractor should consider energy efficient practices in the construction.

16. COST SAVING TECHNIQUES:

The purpose is to provide functionality without embellishment, striving to achieve an optimum balance between aesthetic consideration, operations and maintenance cost, energy conservation measures, and material and systems durability.

17. SUPPORT ITEMS:

Support items will be limited to the minimum essential support construction required to provide a useable facility. Every effort will be made to reduce utility runs and site preparation requirements through proper planning.

18. COST ESTIMATES:

The contractor shall provide detailed cost breakout and drawings with their proposal for evaluation reflecting a clear understanding of the requirement and of how they intend to complete the project.

19. CONSTRUCTION PERMIT FORM:

Work shall not commence prior to the contractor’s routing and coordination of the Base Civil Engineer Work Clearance, AF Form 103. On and off-base coordination is the sole responsibility of the contractor prior to the commencement of work.

20. CONTRACTOR’S REPRESENTATIVE:

The contractor shall designate and assign an on-site construction representative to be present during the construction at all times in accordance with FAR Clause 52.236-6 entitled “Superintendence by the Contractor.” The on-site Project Superintendent/ Manager/Supervisor shall be authorized to make legally binding agreements and shall be fluent in the English language.

21. INTEGRATING EXISTING WORK:

All existing improvements shall be protected from damage.

The Contractor’s operation shall be confined to the immediate vicinity of the new work and shall not in any way interfere or obstruct the ingress or egress to and from adjacent property.

If new work needs to be connected to existing work, special care shall be exercised not to disturb or damage the existing work more than necessary. All damaged work shall be replaced, repaired, and restored to its original conditions at no cost to the government.

22. DEBRIS:

The Contractor shall at all times maintain a clean and neat job sites, free from debris.

All debris resulting from the project shall be disposed of at the base landfill. The Andersen AFB landfill hours of operations are 7:30 a.m. to 11:00 a.m. and 12:30 p.m.

to 3:00 p.m., Monday through Sunday. Contractor is required to use the local “Landfill

Authorization Permit” form, to be given at the pre-performance conference. The Contractor shall separate trash and construction debris (i.e. concrete to hard fill area).

23. SECURITY PROCEDURE:

All activities present on Andersen AFB are subject to periodic drills and alert. All vehicles may be inspected upon entering the base. The degree of inspection may vary from day to day, depending on threat conditions and military exercises. The Contractor shall be advised of base entry procedures and necessary security actions at the pre-performance conference.

Due to high alerts, escorts may be needed to accomplish the work required and movement can be limited.

24. WORK HOURS:

Normal work hours are between 7:30 a.m. and 4:30 p.m., Monday through Friday, excluding Federal Holidays. No work will be performed outside normal duty hours unless authorized in writing by the Contracting Officer. Any work outside normal work hours must be requested at least 3 days in advance.

Federal Government Holidays are as follows:

Jan – New Year’s Day Jan – Martin Luther King Jr. Day Feb – Presidents Day May – Memorial Day Jul – Independence Day Sep – Labor Day Oct – Columbus Day Nov – Veterans Day Nov – Thanksgiving Day Dec – Christmas Day

25. UTILITY SERVICES:

The Contractor shall be responsible for supplying his own source of power and water.

26. FINAL INSPECTION:

The Contractor shall request final inspection of the project no less than five (5) working days prior to his desired date of inspection.

Specifications