Atch2 to Amendment No. 0003.pdf
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- FA5205-10-R-0008
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Attachment 2 to Amendment No. 0003 - Addendum No. 3 to MACC Seed Project dated 8 Sep 10 1 page with revised pages of Statement of Work 3 pages.
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ADDENDUM No.3
TO
MACC Seed Project Statement of Work
RFP No. FA5205-10-R-0008
PROJECT No. QKKA10-1092
Repair Lightning Protection System B1495
Misawa AB, Japan
8 SEP 2010
The statement of work is amended to provide the following changes:
1. Para. 2.5. DESCRIPTION OF WORK.
(a) Paragraph numberings of (i) thru (vii) are added for each work requirement.
(b) Para. (vi). The following 3 sentences are added at the end of para. “The high mast pole shall be 4 each of steel poles system at maximum height of 15 meters from the ground level. The poles shall not be installed in asphalt concrete pavement area to avoid obstruction to the user operation. The zone of protection of an overhead ground wire shall be based on a striking distance of radius 30 meters.”
(c) Para. (vii). The paragraph is changed from “Soil sampling boring is required around the building
1495 for this project, based on the soil sampling data in Munition Area, Attachment 5, as reference.” to
“Perform soil boring for ground bearing capacity survey by approx. 20 meter depth at minimum 2 locations for installation of new lightning protection system.”
(d) Add para. (viii) “Provide one 10-meter friction pile for each high mast pole. This requirement is for the offerors’ cost estimate purpose, and will be adjusted based on actual soil boring test result as agreed by both parties.”
2. The SOW dated 25 Aug 2010, page 1, 3 and 4 of 6 are replaced with the SOW dated 8 Sep 2010.
Attachment:
The SOW, Revised 8 Sep 10, Page 1, 3 and 4, 3 pages.
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
8 Sep 2010
Attachment 3 to
RFP No. FA5205-10-R-0008
PROJECT NUMBER: QKKA10-1092 Revised 8 Sep 10 per Addendum No. 3
PROJECT TITLE: REPAIR LIGHTNING PROTECTION SYSTEM, Bldg. 1495
2.3.2 INFORMATION AVAILABLE TO THE CONTRACTOR:
(i) As-built drawings, 15 sheets (Attached in this Statement of Work).
2.3.3 Asbestos sampling data for Bldg. 1495 is provided in Attachment 4. No asbestos related work will be involved in removal of the existing Lightning Protection System.
2.3.4 Soil boring data in Munition Area is provided in Attachment 5, for reference.
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:
(i) Remove the existing Lightning Protection System (LPS) for the building 1495 which include grounding terminals, grounding wires and accessories.
(ii) All affected area from demolitions work shall be restored to the original condition.
(iii) Provide new Lightning Protection System for the building 1495 that shall meet the following requirements for paragraph 2.0 Design Policy and Criteria.
(iv) Provide & submit design analysis, drawings, cost estimate & specifications for new LPS of the building 1495.
(v) Provide underground grounding loop system for the building with grounding rods, and test point with hand holes.
(vi) 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. The high mast pole shall be 4 each of steel poles system at maximum height of 15 meters from the ground level. The poles shall not be installed in asphalt concrete pavement area to avoid obstruction to the user operation. The zone of protection of an overhead ground wire shall be based on a striking distance of radius 30 meters.
(vii) Perform soil boring for ground bearing capacity survey by approx. 20 meter depth at minimum 2 locations for installation of new lightning protection system.
(viii) Provide one 10-meter friction pile for each high mast pole. This requirement is for the offerors’ cost estimate purpose, and will be adjusted based on actual soil boring test result as agreed by both parties.
PROJECT NUMBER: QKKA10-1092 Revised 8 Sep 10 per Addendum No. 3
PROJECT TITLE: REPAIR LIGHTNING PROTECTION SYSTEM, Bldg. 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
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