Amend_FA5205-15-R-0006-0003.pdf
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
See schedule.
POC: Kazunari Sato Commercial Phone: 0176-77-3496
DSN: 226-3496
E-mail: Kazunari.Sato.jp@us.af.mil
1. CONTRACT ID CODE PAGE OF PAGES
J 1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 16-Sep-2015
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X FA5205-15-R-0006
X 9B. DATED (SEE ITEM 11)
07-Aug-2015
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
16-Sep-2015
CODE
35 CONS/LGC (JAPAN)
DODAAC: FA5205
BLDG. 656, MISAWA AIR BASE
MISAWA-SHI, AOMORI-KEN 033-0012
FA5205 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
FA5205-15-R-0006
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
The following items are applicable to this modification:
This amendment is to amend subject RFP with regard to block 13 of Standard Form (SF) 1442, Section J, Section L, and Attachments 3 and 4. Under this amendment, the Government clarifications for the prospective offeror’s questions made under the 35 CONS response letter of 16 Sep 15 are confirmed.
(A) SF 1442, page 1 of the RFP. The offer submission due date specified in block 13A of SF 1442 is extended to "11:00AM" on "05 Oct 2015" (Japan Standard Time).
(B) Section J, page 30 of the RFP. Exhibit/Attachment Table specified in Section J is updated to reflect incorporation of Addendum No. 2 in para. (C) and revision of the Attachment 4 in para. (D), as shown in "From" and "To" below. Accordingly, the page is replaced with the revised one.
From:
DOCUMENT TYPE DESCRIPTION PAGES DATE
Attachment 1 Task Order Issuance
Procedures
4 07-AUG-2015
Attachment 2 MACC General Provisions
37 08-JUL-2015
Attachment 3 Statement of Work for MACC Model Project with Addendum No. 1
15 31-AUG-2015
Attachment 4 Price Proposal for MACC Model Project
1 07-AUG-2015
Attachment 5 Past/Present Performance Questionnaires
6 07-AUG-2015
Attachment 6 Past Performance Evaluation Cover Letter
1 07-AUG-2015
Attachment 7 Historical Data 4 07-AUG-2015 to:
DOCUMENT TYPE DESCRIPTION PAGES DATE
Attachment 1 Task Order Issuance
Procedures
4 07-AUG-2015
Attachment 2 MACC General Provisions
37 08-JUL-2015
Attachment 3 Statement of Work for MACC Model Project w/Addenda No. 1 & 2
16 10-SEP-2015
Attachment 4 Price Proposal for MACC Model Project
1 16-SEP-2015
Attachment 5 Past/Present Performance Questionnaires
6 07-AUG-2015
Attachment 6 Past Performance Evaluation Cover Letter
1 07-AUG-2015
Attachment 7 Historical Data 4 07-AUG-2015
(C) Attachment 3, Statement of Work for MACC Model Project. By incorporating attached Addendum No. 2 dated 10 Sep 15, Attachment 3 is replaced with revised one as indicated in the addendum.
(D) Attachment 4, Price Proposal for MACC Model Project. The exchange rate for Japanese Yen to U.S. Dollar is updated from ¥120.12 for FY15 to ¥97.0535 for FY16 to be effective as of 1 Oct 15. Construction period of estimated 370 calendar days (CD) is corrected to 220 CD. Accordingly, Attachment 4 is replaced with the revised one.
(E) Section L, para. L-100.C.4 table, page 42 of the RFP. Proposal submission due dates for parts I thru III are extended to 5 Oct 15, and part IV is extended to 22 Sep 15. Accordingly, the page is replaced with the revised one.
(F) No other change is made under this amendment.
3 Attachments:
1. Revised pages 30 and 42 of 50 of the RFP numbered with FA5205-15-R-0006-0003, 2 pages.
2. Addendum No. 2 dtd 10 Sep 15, 1 page, w/Revised Statement of Work, 9 pages.
3. Price Proposal for MACC Model Project revised 16 Sep 15, 1 page.
Section J - List of Documents, Exhibits and Other Attachments
Exhibit/Attachment Table of Contents
DOCUMENT TYPE DESCRIPTION PAGES DATE
Attachment 1 Task Order Issuance
Procedures
4 07-AUG-2015
Attachment 2 MACC General Provisions
37 08-JUL-2015
Attachment 3 Statement of Work for MACC Model Project w/Addenda No. 1 & 2
16 10-SEP-2015
Attachment 4 Price Proposal for MACC Model Project
1 16-SEP-2015
Attachment 5 Past/Present Performance Questionnaires
6 07-AUG-2015
Attachment 6 Past Performance Evaluation Cover Letter
1 07-AUG-2015
Attachment 7 Historical Data 4 07-AUG-2015
NOTE
Attachments 3 thru 7 will be physically removed from any resultant award, but will be deemed to be incorporated, by reference, in that award.
(c) A page is defined as one face of a sheet of paper containing information. Two pages may be printed on one sheet of paper.
(d) All printing shall be single-spaced. Spacing characteristics are applicable to charts and graphs.
(e) Typing shall not be less than 10 pitch. Size of print is applicable to charts and graphs.
(f) Page margins shall be a minimum of 1 inch top, bottom, and each side.
(g) In addition to the paper copies specified for each Part, electronic copy(ies) of each Part of the entire offer must be submitted as indicated in the table para. (k) below. The electronic version of the proposal shall be submitted in a format readable by Microsoft Office 2007 which includes software programs such as WORD, EXCEL, or PowerPoint. For those pages of the proposal that cannot be submitted using Microsoft Office, offerors shall include those pages electronically using Adobe Acrobat portable document files (.pdf) format. The Price Part shall be submitted in spreadsheet format, such as EXCEL, and MS WORD for price narrative. The electronic version shall be submitted on a compact disc (CD) or digital video disc (DVD). USB flash drives, floppy disks, and zip disks are not acceptable.
Indicate on each CD/DVD the Part number and title. The paper copies and electronic versions shall be identical in all respects. In the event there are any discrepancies between the hard and electronic copies, the hard copies take precedence and will be used for evaluation. Ensure the electronic documents stored on the CD/DVD can be opened. Use separate files and folders to permit rapid location of all portions, including exhibits and attachments, if any. Replacement CDs/DVDs will be required to update the final proposal resulting from any discussions and updates, if applicable.
(h) Each Part shall be complete in itself and shall not reference information contained in other Parts. Page
1 of a Part is defined as the first page after the Table of Contents. All pages shall be numbered.
(j) Price data of any kind shall be presented only in the Price Proposal Part.
(k) Elaborate formats, bindings, and color presentations are not desired or required.
The following table summarizes the proposal submission:
D. General Information:
1. Information regarding submission of proposals: Hand carried or mailed proposals must be delivered to the following address:
35th Contracting Squadron / Construction Flight Attn: Mr. Kazunari Sato
PART TITLE ELECTRONIC
COPY
PAPER
COPY PAGE LIMIT DUE DATE
I Summary and Misc Data (File Name: Part I) 2 2 - 5 Oct 15
II
Price (File Name: Part II) 1 1 - 5 Oct 15
III
Technical (File Name: Part III) 2 4 50 5 Oct 15
IV
Past Performance (File Name: Part IV) 2 4 25 22 Sep 15
ADDENDUM No. 2
FOR
PROJECT QKKA 11-1193
ADD TO JTAGS FACILITY
MISAWA AB, JAPAN
10 Sep 15
The project scope of work is amended to provide the following changes:
1. Changes in Statement Of Work (SOW):
1) Paragraph 2.5.a.4): Revise 3rd -5th rows of the paragraph description as below.
From: Structure strength against shall be clarified in accordance with UFC 3-301-01, 4-010-01.
American with Disabilities Act (ADA) is not applied.
To: Structure strength against shall be clarified in accordance with UFC 3-301-01. UFC 4-
010-01, and American with Disabilities Act (ADA) is not applied.
Attachment:
1. Revised SOW dated 10 Sep 15
STATEMENT OF WORK
Partial Design-Build Construction Project
PROJECT NO. QKKA 11-1193
CNST ADDN JTAGS Facility B1751
MISAWA AIR BASE, JAPAN
10 Sep 15
PROJECT NUMBER: QKKA11-1193
PROJECT TITLE:Cnst Addition JTAG Facility, B1751
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 design-build construction requirements.
1.1.1. TYPE OF REQUIEMENTS:
(i) 100 % Design-Build Construction.
(ii) Partial (35% Complete) 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 11-1193 Project Title: CNST ADDN JTAGS Facility B1751, Misawa Air Base, Japan
2.3 EXISTING CONDITION:
2.3.1 BACKGROUND: The document identifies the requirements for a permanent 212.4 m2
(2,286 SF) addition to house administrative functions for the Joint Tactical Ground Station (JTAGS) system, currently located within Buildings 1751 at Misawa Air Base, Japan. This project will provide the needed administrative space.
The mission of the Joint Tactical Ground Station (JTAGS) Japan is to provide in-Theater missile warning, via direct downlinks to satellites. The system operates continuously (24x7 / 365 days a year) except during maintenance and scheduled downtimes.
2.4 PROJECT OBJECTIVES:
Construct JTAGS facility at Misawa Air Base, Japan for administrative use. This project will provide the JTAGS-Japan with an expanded facility providing permanent administrative space and eliminating the need for the temporary facility.
2.5 DESCRIPTION OF WORK:
a. ARCH WORK:
1) Relocate existing temporary prefabricated unit office to the assigned location including restoration of interior/exterior finishes and extension of utilities (Elec power from existing transformer, tel/communication lines and LAN cables from Tel/Comm room in the existing building, A/C interior/exterior units). Refer paragraphs of 2.5.d.
2) After new construction built, temporary unit office is to be demolished.
3) Soil boring test is required to decide the foundation system at 2 locations. Boring costs is included in the Other Design Cost.
4) Design and construct 12 x 18.0 m pre-engineered steel structure for administrative work office rooms, crew day room, kitchen, shower unit room, corridor and secured mission support rooms (conference room and training room). Structure strength against shall be clarified in accordance with UFC 3-301-01. UFC 4-010- 01, and American with Disabilities Act (ADA) is not applied.
i) Foundation is continuous footing against the soil bearing capacity of 3 ton/m2 for the bid.
ii) Exterior/Interior finishes are referred the attached drawing. Exterior wall insulation shall be complied with ASHRAE 90.1. Exterior wall Sound Transmission Class (STC) rating shall be 45 or better (sound group 3).
iii) Exterior window shall be double-pane, Low-E, 3+A12+6Lam with U-factor of less than 2.33 W/m2K with blind. Interior gypsum board shall be type “X” or equal, and painted with low luster acrylic paint (3-coatings)
iv) Exterior Security: Balanced Magnetic Switches (BMS) shall be installed on every exterior door (ESD-1/2). Wiring and panel are from doors to training room as mentioned in paragraph 2.5.d.
v) Secured rooms are enclosed by concrete structure and sound proof functioned.
b. CIVIL WORK
1) Remove, grade and sod of the job site referring the site plan.
2) Remove and disposal of water pipe and sewer pipe referring the site plan
3) Construct concrete sidewalk referring the site plan.
4) Install new storm, water and sewer system referring the site plan.
c. MECH WORK:
1) HVAC system i). Load calculation for Heating & Cooling and selection of Air conditioning system and humidification system with make-up water system. The design effort must include, but not limited to Design Analysis of Heating/Cooling Load Calculation indicating heating and cooling load calculation for each of Room 100 thru 110, in accordance with the procedures in either ASHRAE Handbook for Fundamentals or Ministry of Land, Infrastructure and Transportation (MLIT), Government of Japan (GOJ), Form of Kuki Chowa Setsubi Netsu Fuka Keisan Yoshiki Ki (kikai) 2 thru 12, that conform with heating and cooling capacities in Mechanical Equipment Schedule, Air Conditioning & Equipment Schedule M-1, SOW Appendix A.
ii). Sizing of refrigerant piping and condensation drain piping for Air conditioning system.
iii). Selection of outside air makes up system.
iv). Install heat pump air conditioning system with air to air heat exchanger to maintain minimum outside air, room temperature, room humidity for heating & cooling which includes package type air conditioning units (outdoor unit & indoor unit), refrigerant piping, drain piping, air to air heat exchanger & exhaust fan with related duct system, humidification system with make-up water, and DDC controls with EMCS features.
2) Plumbing system
i) Selection of portable water pipe sizing based upon existing distribution system at Point of connection.
ii) Selection of domestic hot water heater in accordance with International Plumbing Code (IPC)
iii) Selection of domestic hot water pipe size.
iv) Selectin of sanitary drain pipe and vent pipe system.
v) Install plumbing system which is including cold water piping, domestic hot water piping, sanitary drain piping and vent piping with thermal insulation, domestic hot water heater (electric storage type) with related valves which is feed into kitchen sink & shower faucet.
d. ELEC WORK:
1) Exterior electrical system
I) Install primary distribution line. New primary distribution line shall be underground and connected to spare load disconnect switch (LDS) of existing transformer station 1751. New line shall be 6KV EM-CET22 (FEP100) for 15 meter in length with precast concrete manhole 1500x1500x1500mm. Depth of the line shall be 600mm below finish grade.
ii) Install transformer station. New cubicle type transformer station conforming to JIS C4620 with zinc spraying coating shall be rated for 50Hz 6.6KV/208-120V, 3 phase 4 wire system and 50KVA capacity.
Location of transformer station shall be west side of new building.
iii) Install secondary service line. New secondary service line of 3 phase 4 wire 120/208V shall be underground from new transformer station to new admin building. Size of the line to new admin building shall be 600V EM-CEQ60 (FEP65) for 20 meter in length. Depth of the line shall be 600mm below finish grade.
iv) Install lightning protection. New lightning protection system is required for new admin building. Lighting arrestor rod shall be installed on the exterior wall, and underground loop grounding conductor shall be connected to existing system of building 1751. Comply with requirement of NFPA 780 for design. Conform to the requirement of NFPA 780, and refer to as built drawing of existing building 1751.
v) Relocate power of temporary facility. Relocation of temporary facility is required during this project, and existing underground service line of 3 phase 4 wire 120/208V shall be replaced. Size of the service is 600V EM-
CEQ38 (FEP65). Length of existing line is 15 meter, and new line is 35 meter.
2) Interior electrical system
i) Install main distribution panel. New main distribution panel shall be installed in Corridor/ Room No. 111 of new admin building, and rated for 3P 150A with 25 branch circuit for interior lighting and receptacle, HVAC and electric hot water heater.
ii) Install power for HVAC. New power supply for heating and cooling system including ventilation system of new admin building. Comply with mechanical work design, and provide wiring conforming to the requirement of UFC 3-520-01. Power shall be supplied from new main panel in Corridor/ Room No. 111.
iii) Install lighting system. New lighting system is required for admin building including covered walkway. Comply with requirement of UFC 3-530-01 for lighting design. Type of the lighting fixture shall be fluorescent light energy saving HF type of local product except emergency/ exit light conforming to requirement of NFPA 101. Install emergency light separately from general lighting fixture. Dimmable, recessed incandescent lights will be needed above the table in conference room, and install multi-ballast fluorescent lights around the perimeter of the room, allowing for multiple illumination levels of lighting. The design effort must include, but not limited to Design Analysis of Lighting Illumination Calculation indicating type and quantity of lighting fixture and calculation of lumen method for each of Room 100 thru 110, that conform with performance requirements for each type of room in UFC 3- 530-01
iv) Install electrical receptacle. New electrical receptacle and wiring is required for admin building. Install convenience outlet of duplex 20A receptacle in the wall on 3 meter interval for entire building. Install ground fault circuit interrupter (GFCI) outlet in accordance with requirement of NFPA 70. Install 3 sets of power and communication outlet in the ceiling of administrative area. Install flush mounted power and communications (phone, NIPR, and SIPR) will be made available in conference room, beneath the conference table, as well as in the walls around the room. Single receptacle of dedicated circuit is required kitchen equipment (refrigerator 120V 1500VA, microwave oven 120V 1500VA) and hot water heater.
3) Fire alarm system
i) Install fire alarm system. New addressable fire alarm detection system is required for new admin building, and the fire alarm reporting system of radio transmission shall be included to compatible to Base MONACO system. Fire alarm system shall be designed and installed in accordance with the requirement of UFC 3-600-1 and NFPA 72. System inspection, test, and certificate of completion shall be performed by a qualified NFPA Fire Protection Engineer with coordination and witness of Misawa Base Fire Inspector.
4) Communication system
i) Install TEL system. New underground telephone line shall be connected in communication room of existing building 1751. New line shall be CCP-AP0.65-50P (FEP65) for 30 meter in length. New telephone system is required for admin. The system shall be consisting of telephone terminal cabinet with PET 110 block and TMGB, telephone outlet RJ-45 and telephone line EM-UTP 0.5-4P/ CAT6 (PF14). Number of outlet shall be 25 each for entire admin space, training and conference room.
ii) Install LAN system. New underground fiber optic cable is required LAN system for NIPR and SIPR line, and shall be connected in communication room of existing building 1751. New line shall be SM-12C (FEP65) for 30 meter in length. New LAN system is required for NIPR and SIPR network in admin building. The system shall be consisting of 19 inch rack with patch panel and splice unit, LAN outlet RJ-45 and LAN cable EM- UTP 0.5-4P/ CAT6 (PF14). Number of outlet shall be 25 each for entire admin space, training and conference room.
iii) Install IDS wiring. New interior wiring for Intrusion Detection System
(IDS) shall be installed for two Balanced Magnetic Switch (BMS). New wiring shall be CAT5E cable in conduit E25, and shall be connected to junction box of Security Monitor (US Government installation) in Administrative area (Room 106).
iv) Relocate TEL and LAN system of temporary facility. Relocation of temporary facility is required during this project, and existing underground TEL and LAN cable shall be replaced from communication room in existing building 1751. New TEL line shall be CCP-AP0.65-50P (FEP65) of 60 meters in length, and LAN shall be SM-12C (FEP65) of 60 meters in length.
5) Reference standard for design.
i) UFC 3-520-01, Interior Electrical System
ii) UFC 3-530-01, Interior, Exterior Lighting and Control
iii) UFC 3-600-01, Fire Protection Engineering for Facilities
iv) NFPA 70, National Electrical Code
v) NFPA 72, National Fire Alarm and Signaling Code
vi) NFPA 101, Life Safety Code
vii) NFPA 780, Standard for the Installation of Lightning Protection System
3.0 SPECIAL CONDITION:
3.1 SUB-PHASING AND SEQUENCE OF WORK:
1) Relocate existing temporary prefabricated unit office to the assigned location including restoration of utilities.
2) Construct addition as indicated on the design approved drawings and specifications.
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):
CFUSM is provided as Appendix.
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 no additional charge to the Government within time specified by the Contracting Officer.
EVENT DELIVERY SCHEDULE REVIEW
PERIOD
REVIEW
CONFERENCE
Pre- Design Conference
14 calendar days after award of the Task Order
N/A Misawa AB
65% Design 60 calendar days after Pre-performance Conference
15 calendar days
Misawa AB
95% Design 30 calendar days after Pre-performance Conference
15 calendar
Misawa AB
100% Final 7 calendar days after 95% design approval
7 calendar
Not Required
5.0 LIST OF SUBMITTALS
EVENT SUBMITTALS TYPE AND QTY
Pre-Design Conference Conference Record
65% Design Design Analysis (DA) developed to 65% Annotated 35% review comments.
Drawing : Layout Plan, Section, Elevation, Diagram, Details Spec.: Complete set of Spec.
Cost Estimate Breakdown:
Balance of Payments Program Analysis
5 Sets of Hard Copy
Digital files in 2 CDs:
(PDF/Word/Excel)
95% Design Design Analysis (DA) developed to 95% Annotated 65% review comments.
Drawing : Layout Plan, Section, Elevation, Diagram, Details Spec.: Complete set of Spec.
Cost Estimate Breakdown:
Balance of Payments Program Analysis Schedule of Material Submittals (SMS) Construction Work Schedule
5 Sets of Hard Copy
Digital files in 2 CDs:
(PDF/Word/Excel)
100% Final Design Analysis (DA) developed to 100% Annotated 95% review comments.
Drawing : Layout Plan, Section, Elevation, Diagram, Details Spec.: Complete set of Spec.
Cost Estimate Breakdown:
Final Balance of Payments Program Analysis Schedule of Material Submittals (SMS) Construction Work Schedule
5 Sets of Hard Copy with one (1) sheet of Drawing Cover on Mylar.
Digital files in 2 CDs:
(AutoCAD/PDF/Word/ Excel)
6.0 APPENDICES
Appendix A Concept Drawings Appendix B List of Contractor-Furnished U.S. Material (CFUSM)
END OF STATEMENT OF WORK
Attachment 4 to RFP No. FA5205-15-R-0006 Revised 16 Sep 15 per Amendment No. 0003
PRICE PROPOSAL
MACC MODEL PROJECT
RFP NO. FA5205-15-R-0006
Project No.: QKKA 11-1193 Title: CNST ADDN JTAGS Facility B1751, Misawa AB, Japan Project Type: Design-Build, Partial Design
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT
0001 1 Lot MACC Model Project
Unspecified Minor Military Construction (UMMC) – Operation and Maintenance (O&M). Provide all work to accomplish subject project IAW the Statement of Work (SOW), Attachment 3 of the solicitation.
Design Fee: ¥ A Design Other Cost: ¥ B Construction Cost:
- Civil Work: ¥ C
- Architectural/Temporary Work: ¥ D
- Mechanical Work: ¥ E
- Electrical Work: ¥ F
NET AMOUNT (Total of A thru F) ¥
Statutory Cost Limitation (SCL): UMMC – O&M is subject to SCL of $1,000,000 (¥97,053,500 at FY2016 exchange rate of ¥97.0535, effective as of 1 Oct 15) IAW DFARS 252.236-7006, Cost Limitation, Section L of Solicitation. Amount of UMMC – O&M shall not exceed the said SCL.
Performance Period:
Design - Total 148 calendar days after placement of Task Order (refer to para. 4.0 of the SOW) Construction - Estimated 222 calendar days (CD) after receipt of Notice to Proceed for construction work. Actual construction period will be established at the design stage based upon agreement by both parties.
Liquidated Damages (LD): If the contractor fails to complete the work within the time specified in the task order, the contractor shall pay LD to the Government in the amount of ¥37,151+¥29,189 for the first calendar day of delay and ¥37,151 for each additional calendar day of delay and thereafter until the work is completed or accepted IAW FAR 52.211-12, Liquidated Damages – Construction, Section F.
Acceptance Period of Proposal: 240 CD after the date of receipt of the proposals (refer to block 13.D of Standard Form1442). Funds are not presently available for this project (refer to Section L, para.
L-100.B.2.(a)).
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
Company Name and Address
File details come from the government source that posted it. Updated .