FA5205-10-R-0008 Attachment 3.pdf

SATEMENT OF WORK

FOR

MULTIPLE AWARD CONSTRUCTION CONTRACT

100% Design-Build Construction Project

PROJECT NO. QKKA 10-1092

Repair Lightning Protection System B1495

MISAWA AIR BASE, JAPAN

24 May 2010

Attachment 3 to

RFP No. FA5205-10-R-0008

PROJECT NUMBER: QKKA10-1092

PROJECT TITLE: REPAIR LIGHTNING PROTECTION SYSTEM, Bldg. 1495

1.0 GENERAL

1.1 GENERAL DESCRIPTION: The Contractor shall furnish all labor, services, materials, supplies, equipment, investigation, studies, supervision, and travel to achieve this construction requirement required in Multiple Award Construction Contract (MACC).

1.1.1. TYPE OF CONSTRUCTION REQUIEMENT:

(i) 100 % Design-Build Construction.

(ii) Partial ( _____ %) Design-Build Construction.

(iii) Construction Only.

1.2 COMPLEXITY AND URGENCY: This project is categorized as:

(i) Complexity: Complex Non-Complex

(ii) Urgency: Urgent Routine

2.0 PROJECT REQUIREMENTS:

2.1 GENERAL REQUIREMENTS:

(i) Design Stage: Contractor shall conduct pre-performance conference and perform

Design effort after award of the Task Order, in the schedule of para. 4.0 below.

(ii) Construction Stage: Contractor shall start Construction effort immediately after approval of the final design by the Government, and complete all construction work in accordance with the approved scope, specifications, and design.

2.2 PROJECT NUMBER AND TITLE: All documents shall be identified with following project number and title:

Project Number: QKKA 10-1092

Project Title: Repair Lightning Protection System, Bldg.1495

2.3 EXISTING CONDITION:

2.3.1 BACKGROUND Building 1495 (TAC. MISSILE SHOP) was built in 1982 by GOJ.

Existing Lightning Protection System was extended in 1997 with additional grounding rod, lightning mast and extended grounding loop system. The existing system consists of lightning masts, grounding rods with grounding conductors and is bonded to all conducting materials of the building to protect the entire building in the case of lightning occurrence.

2.3.2 INFORMATION AVAILABLE TO THE CONTRACTOR:

(i) As-built drawings, 4 sheets (Attached in this Statement of Work).

2.4 PROJECT OBJECTIVES:

Existing Lightning Protection System (LPS) does not meet requirement of HQ PACAF explosive Safety Standard. LPS must meet Tri-Service Standard as follows:

AFMAN 91-201: Explosives Safety Requirements, AFI 32-1065: Grounding System, NFPA 780: Standard for the Installation of Lightning Protection Systems, NFPA 70:

National Electrical Code, ANSI C135.30: Grounding Rod, Air Force AFM 88-9 CHAP.3

/ ARMY TM 5-811-3, UFGS-26 41 00.00 40: Lightning Protection System, UFC 3-301-

01: Structural Engineering, UL 96: Lightning Protection Components, UL 96A:

Installation Requirements for Lightning Protection System, UL 467: Grounding and

Bonding Equipment, UFC 3-260-01:Airfield and heliport planning and design, JRA:

Japan Road Association, JIS (Refer Equivalent table)

2.5 DESCRIPTION OF WORK:

Remove the existing Lightning Protection System (LPS) for the building 1495 which include grounding terminals, grounding wires and accessories.

All affected area from demolitions work shall be restored to the original condition.

Provide new Lightning Protection System for the building 1495 that shall meet the following requirements for paragraph 2.0 Design Policy and Criteria.

Provide & submit design analysis, drawings, cost estimate & specifications for new

LPS of the building 1495.

Provide underground grounding loop system for the building with grounding rods, and test point with hand holes.

Provide new Overhead Wire (Catenary) Type Lightning Protection System with High

Mast Steel Pole (Withstand wind velocity: 45mps (101mi/h)) and overhead grounding wires with accessories for the building 1495.

2.6 MIMIMUM REQUIREMENT: Please refer the attached List of Required Work

Elements.

3.0 SPECIAL CONDITION:

3.1 GENERAL CONDITION: The building is located within ammunitions area which is an extremely high caution area: use of open flame, ignition source, and/or cutting/welding without permission is strictly prohibited. The Government escourt will be provided for the contractor’s on-site construction work, including access from ECP.

3.2 GOVERNMNET FURNISHED PROPERTY/MATERIAL/EQUIPMENT (GFP/M/E):

No GFP/M/E is provided to the contractor.

3.3 CONTRACTOR FURNISHED U.S. MATERIAL (CFUSM):

The Government does not identify the need of CFUSM for this project. However, CFUSM may be included in this project when the Government deems necessary based on the contractor’s design.

4.0 SCHEDULE OF DESIGN DELIVERY:

DELIVERY SCHEDULE: The design product, such as, but not limited to services, design, and other related data required in this contract, shall be accomplished within the limitation of cost and project objectives. The schedule for delivery of such product to the contracting officer is outlined in the table below in calendar days. The percentages of submittals represent the progress of the design effort, which correspond to the design fee of this project. The government reserves the right to disapprove any submittal when it is found inadequate. In such case, the contractor is required for the re-submission of such product at free of charge to the Government within time specified by the Contracting

Officer.

EVENT DELIVERY SCHEDULE

REVIEW

PERIOD

REVIEW

CONFERENCE

Pre-performance

Conference

14 days after award of the Task

Order

N/A Misawa AB

35% Design

30 days after Pre-performance conference

15 days Misawa AB

65% Design 30 days after 35% design approval 15 days Misawa AB

95% Design 30 days after 65% design approval 15 days Not Required

100% Final 7 days after 95% design approval 7 days Misawa AB

5.0 LIST OF SUBMITTALS

EVENT SUBMITTALS TYPE AND QTY

Pre-performance

Conference

Conference Record

35% Design Drawing : Layout Plan

Design Analysis: Selection of

Feeder/Grounding rod

Spec.: Index only

Cost Estimate Breakdown:

5 Sets of Hard Copy

Digital file:

PDF/Word/Excel

65% Design Drawing : Layout Plan, Section, Elevation, Diagram

Design Analysis: Selection of

Feeder/Grounding rod, material catalog cut

Spec.: Complete set of Spec.

Cost Estimate Breakdown:

95% Design Drawing : Layout Plan, Section, Elevation, Diagram, Details

Design Analysis: Selection of

Feeder/Grounding rod, material catalog cut

Spec.: Complete set of Spec.

Cost Estimate Breakdown:

Balance of Payments Program Analysis

100% Final Drawing : Layout Plan, Section, Elevation, Diagram, Details

Design Analysis:

Selection of Feeder/Grounding rod, material catalog cut

Spec.:

Complete set of Spec.

Cost Estimate Breakdown:

Balance of Payments Program Analysis

5 Sets of Hard Copy with one (1) sheet of

Drawing Cover on

Mylar.

AutoCAD / PDF / Word

/ Excel

6.0 ATTACHMENT(S) to this Statement of Work (SOW):

(i) SOW Atch No. 1 List of Required Work Elements, 2 pages

(ii) SOW Atch No. 2 Location Map, 1 sheet

(iii) SOW Atch No. 3 As-Built Design Drawings, 4 sheets

END OF STATEMENT OF WORK

MACC DB QKKA 10-1092

No. 1. Work Element # 2. Requirement / Remarks 3. Offeror's Comment 4. E/A/I 5. Review Note

Elec. I This project is to repair Lightning Protection System of

Bldg. 1495.

Elec. Infrastructure Hand/Man Hole I Hand hole & Cast Iron Cover is required for ground loop system. Hand hole cover shall have strength more than T- 20.

Elec. Infrastructure Lightning Protection I (A) Install New Lightning Protection System consists of rods, guy wires, masts, catenary wires, grounding loop wires, and grounding rods.

Wind velocity shall be 101 mps or 45m/s at minimum.

(B) Existing LPS to be removed by this project.

38 Elec. Infrastructure Grounding I (Included in No. 37)

Arch. II (A) Existing Bldg shall be repaired for the areas where Existing LPS be removed.

(B): Concrete foundations of New LPS masts are required.

6 Arch. Structural Foundation II Foundation for LPS masts shall be made.

7 Arch. Structural Concrete Work II (As stated in No. 6)

9 Arch. Exterior II (As stated in No.1 (A))

10 Arch. Exterior Wall II Spot repair may be required.

11 Arch. Exterior Roofing II Spot repair may be required.

Civil III Civil work is required to install underground loop wire(s) and Hand Hole(s) .

Saw cutting, excavation, backfill, surface restorations are necessary.

81 Civil Earth Work III (As stated in No. 80)

LIST OF REQUIRED WORK ELEMENTS

Multiple Award Construction Contract Misawa AB, Japan

Government Review E: Excessive A: Adequate I: Insufficient

FOR

Project: QKKA 10-1092, Repair Lighting Protection SYS, B/1495

This form is used for Design-Build Construction under MACC. The Government annotates the project requirements in this form, then distributes to each MACC offerors after the joint site visit/meeting. Offeror shall make annotations to all respective work elements in column No. 3, and submit it in the proposal for the Task Order RFP.

Offeror (Name / Company) :

MACC-LRWE Form ver. 1.01 26 May 10 kazuhiro.nakamura Typewritten Text Atttachment 1 to SOW

MACC DB QKKA 10-1092

No. 1. Work Element # 2. Requirement / Remarks 3. Offeror's Comment 4. E/A/I 5. Review Note

LIST OF REQUIRED WORK ELEMENTS

Multiple Award Construction Contract Misawa AB, Japan

Government Review E: Excessive A: Adequate I: Insufficient

FOR

Project: QKKA 10-1092, Repair Lighting Protection SYS, B/1495

This form is used for Design-Build Construction under MACC. The Government annotates the project requirements in this form, then distributes to each MACC offerors after the joint site visit/meeting. Offeror shall make annotations to all respective work elements in column No. 3, and submit it in the proposal for the Task Order RFP.

Offeror (Name / Company) :

MACC-LRWE Form ver. 1.01 26 May 10

82 Civil Earth Work Excavation III (As stated in No. 80)

84 Civil Earth Work Backfill III (As stated in No. 80)

85 Civil Earth Work Pavement III Restore pavements as appropriate.

86 Civil Earth Work Sodding III Restore sodding as appropriate.

94 Civil Infrastructure Road / Parking Lot III Restore pavements as appropriate.

95 Civil Infrastructure Sidewalk III Restore pavements as appropriate.

97 Other VI Other miscellaneous work as necessary.

Other Special Site Consideration VI The work site is located within controlled area, and strict fire prevention policy applies.

kazuhiro.nakamura

Attachment 1 to SOW

Misawa GEOBASE

PACAF 2006.

DISCLAIMER: This map is for general reference only.

Information on this map are not guaranteed to be accurate or current. Maps produced by this internet mapping site is for MISAWA INTERNAL USE ONLY. THIS MAP IS NOT

TO BE USED FOR NAVIGATION.

Map Notes

Scale: 1:5,549

0 160 320 480 m.

kazuhiro.nakamura

Attachment 2 to SOW kazuhiro.nakamura

Attachment 3 to SOW