AM_0004_-_P994,_Truck_Fuel_Facilities.pdf

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 continuation page

1. CONTRACT ID CODE PAGE OF PAGES

1 4

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

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 W912HV-17-R-0003

X 9B. DATED (SEE ITEM 11)

31-Mar-2017

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 is extended, X 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

12-May-2017

CODE

CONTRACTING DIVISION

USACE-JAPAN DISTRICT

RM 147, BLDG. 250

CAMP ZAMA

ZAMA-CITY, KANAGAWA 252-8511

JAPAN

W912HV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HV-17-R-0003

W912HV-17-R-0003 (Am-0004)

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

14. DESCRIPTION OF AMENDMENT (continued)

A. CHANGES TO SPECIFICATIONS – The amendment mark “(Am-0004)” is shown on each page of the amended specification section(s).

(1) Revised Section(s) to Project Specifications. Attached hereto are the following revised section(s) to the specifications. Revised section(s) will replace like-numbered section(s) in the subject solicitation specifications. Changes are indicated by a red line in the left margin of revised areas or in red font. All portions of the revised section(s) shall apply whether or not changes have been indicated.

Revised Section(s)

Section 00 10 00 Section 00 70 00 (Page 15 of 34) Section 01 11 00.00 10 Section 01 22 00.00 10 Section 09 90 00 Section 12 93 00 Section 26 20 00 Section 33 08 53 Section 33 11 00 Section 33 52 43.13

B. CHANGES TO DRAWINGS (ISSUED) – The amendment mark “(Am-0004)” is shown on each sheet of the amended drawing sheet(s).

(1) Revised Sheet(s) to Drawings. Attached hereto are the following revised sheets to the drawings.

Revised sheets will replace like-numbered sheets in the subject solicitation drawings. Changes are indicated in revision clouds. All portions of the revised sheet(s) shall apply whether or not changes have been indicated.

DRAWING NO. REVISION DATE

G-001 4/28/2017 G-002 4/28/2017 G-003 4/28/2017 B-101 4/28/2017 B-102 4/28/2017 C-001 4/28/2017

CD-101 4/28/2017

CD-102 4/28/2017

CD-103 4/28/2017

C-101 4/28/2017 C-102 4/28/2017

CG-101 4/28/2017

CG-102 4/28/2017

CG-103 4/28/2017

CU-101 4/28/2017

CU-102 4/28/2017

C-301 4/28/2017 C-302 4/28/2017

W912HV-17-R-0003 (Am-0004)

C-303 4/28/2017 C-304 4/28/2017 C-501 4/28/2017 C-502 4/28/2017 C-503 4/28/2017 C-504 4/28/2017 C-505 4/28/2017 C-506 4/28/2017 C-507 4/28/2017 C-508 4/28/2017 C-509 4/28/2017 C-510 4/28/2017 C-511 4/28/2017 C-512 4/28/2017 C-513 4/28/2017 C-514 4/28/2017 C-515 4/28/2017 S-001 4/28/2017 S-002 4/28/2017 S-003 4/28/2017 S-004 4/28/2017 S-101 4/28/2017 S-102 4/28/2017 S-103 4/28/2017 S-104 4/28/2017 S-105 4/28/2017 S-106 4/28/2017 S-107 4/28/2017 S-108 4/28/2017 S-601 4/28/2017

FM-001 4/28/2017

FM-002 4/28/2017

FM-003 4/28/2017

FM-004 4/28/2017

FM-005 4/28/2017

FM-100 4/28/2017

FM-101 4/28/2017

FM-102 4/28/2017

FM-401 4/28/2017

FM-402 4/28/2017

FM-403 4/28/2017

FM-404 4/28/2017

FM-405 4/28/2017

FM-406 4/28/2017

FM-501 4/28/2017

FM-502 4/28/2017

FM-503 4/28/2017

FM-504 4/28/2017

FM-505 4/28/2017

FM-506 4/28/2017

E-001 4/28/2017 E-002 4/28/2017 E-003 4/28/2017 E-004 4/28/2017 E-100 4/28/2017

ED-101 4/28/2017

W912HV-17-R-0003 (Am-0004)

ED-102 4/28/2017

EG-103 4/28/2017

EL-102 4/28/2017

ES-101 4/28/2017

ES-102 4/28/2017

ES-103 4/28/2017

ES-105 4/28/2017

E-401 4/28/2017 E-402 4/28/2017 E-403 4/28/2017 E-404 4/28/2017 E-501 4/28/2017 E-502 4/28/2017 E-503 4/28/2017 E-504 4/28/2017 E-601 4/28/2017 E-602 4/28/2017 E-603 4/28/2017

(2) Added Sheet(s) to Drawings. Attached hereto are the following added sheets to the drawings.

DRAWING NO. REVISION DATE

ES-104 4/28/2017

C. The following page contains questions that were submitted by potential offerors. Answers provided to the respective questions do not amend the solicitation (specifications, drawings, etc.) unless revision to the specifications or drawings is specifically noted and incorporated into the solicitation. Please see attached list of questions.

D. The proposal due date and time remains unchanged.

Item No.

(overall)

Receipt Date RFP / SOW Location, Page #, section title / subtitle

Bidder Inquiry Final Response

1 04/19/17 Drawings: CD-101, CD-102, CD-101; Specs Section 00 10 00 -- Clin Schedule

Although the drawings show "BID OPTION CLIN006", the CLIN Schedule does not contain CLIN006. Is the KTR supposed to include this item in our bidding price? Please advise us.

Refer to amended drawings CD-101, CD-102, C-101 and amended specification sections 00 10 00 and 01 22 00.00 10.

The original drawings showed a typo of CLIN0006 being called out instead of CLIN0005.

CLIN0006 has been changed to Option 2 on the amended drawings CD-101, CD102, and C-101. Amended specification sections 01 22 00.00 10 and 00 10 00 updated the option items to be called option 1 and option 2 for CLIN0004 and CLIN0005, respectively.

2 04/19/17 Specs Section 01 22 00.00 10, paragraph 1.2 "Line Items"

Regarding fencing work, we understood only the consturction of Type-B fencing shown on C-101 should be included in CLIN 0003, while the construction of Type A fencing, the demolition of the existing fencing, and the modification of the existing fencing if any should be included in CLIN 0005.

Would you please instruct us on this matter?

Yes. Construction of Type-B fencing on C-101 is included in CLIN 0003. Demolition and modification of existing fencing, and construction of the Type-A fencing is included in CLIN 0005.

3 04/19/17 Section 700, page 18

Section 700, page 18, provides a material or components list for this project. Many of the items listed do not apply to this project. Please confirm that the building items (acoustical ceiling, ceramic tiles, water closet, soap dish, etc.) do not apply to this project.

The offeror shall make their own determination if the items within the list are applicable to this project based on the requirement's specifications and drawings.The list contained in Section 00 70 00, DFAR Clause 252.225-7044 is a comprehensive list of materials the U.S. Army Corps of Engineers, Japan District determined can best be filled by a foreign end product or construction material. The Government will not confirm if the building items (accoustical ceiling, ceramic tiles, water closet, soap dish, etc.) are applicable to this project.

4 04/19/17

Would the government consider the use of helical piles (UFGS specification 31 62 16.21) in lieu of specification 31 62 13.20 in this project for the concrete precast piles underneath each canopy foundation?

Conduct work in accordance with drawings and specifications.

PHC piles shown in specs are more stable for the seismic load at pile cap in reinforced concrete foundation.

5 04/19/17 Drawings: CD-101, CD-102 Drawings CD-101 and CD102 reference Bid Option CLIN 0006. Is this work supposed to be in Bid Item 0001, or will the bid form be modified to include Item 0006?

Refer to amended drawings CD-101, CD-102, C-101 and amended specification sections 00 10 00 and 01 22 00.00 10.

The original drawings showed a typo of CLIN0006 being called out instead of CLIN0005.

CLIN0006 has been changed to Option 2 on the amended drawings CD-101, CD102, and C-101. Amended specification sections 01 22 00.00 10 and 00 10 00 updated the option items to be called option 1 and option 2 for CLIN0004 and CLIN0005, respectively.

6 04/19/17 Drawing: C-510 What specification do we use for the metals at pipe support detail 6 on drawing C-510?

See amended specifications section 33 11 00, for pipe supports and welding. Added references, performance requirements on welding, product information on pipe hangar (supports) and the execution requirements for the pipe supports.

7 04/19/17 Drawing: C-514 What specification do we use for the miscellaneous metals (handrails, ladder, etc.) as shown on drawing C-514?

See amended specification section 12 93 00, for handrails and ladders. Added references, quality assurance for welders, products information for metal/steel pipes, bolts/nuts and anchors, steel ladders, railings and execution for ladder, handrail and safety chains. See revised drawing C-514, detail 1A, 1B & 1C for size of ladder rung of 25 mm diameter in lieu of 20 mm diameter. Added diagonal stripe painting requirements for the bollards.

8 04/19/17 Drawing: FM-402

The new fuel pipe at the offload skids (drawing FM-

402) appears to be partially in a concrete trench with grating.

The pipe supports are notes as a guide pipe support per detail 3 on FM-504. The referenced pipe supports are 8-foot tall with a footing, which are not relevant for a concrete trench location. Our questions: 1) What type of pipe supports is required to be installed in the existing pipe trench to support the new piping?; and 2) Can a steel pedestal support for the small quantity of AG fuel pipe to the offload skids be utilized, in lieu of the concrete support indicated?

(Question 1) Refer to drawing FM-504, detail 4. A guide type pipe support should be used for the offloading pipe supports.

(Question

2) Refer to amended drawing FM-504, detail 6, 7 and 8. A new detail is provided for a steel pedestal that can be used for the base of the support.

9 04/19/17 Specs Section: 01 11 00.00 10

Please confirm that ASTM/ASME references in the specifications will be exchanged for the equivalent local Japanese Standards. How are the contractors to proceed if the references are not listed in the Japanese standards attachment to section 01 11

00.00 10?

Refer to 01 11 00.00 10 subpart 1.3. "Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere in these specifications as being acceptable alternatives to US standards, may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required."

10 04/19/17 Specs Section: 33 52 43.13, paragraph 2.1.4

Specification Section 33 52 43.13 AVIATION FUEL PIPING paragraph 2.1.4 calls for a JIS G 3469 with P2S coating system of factory-applied adhesive undercoat and continuously extruded plastic resin coating for buried steel piping. Does this exterior coating apply to both carbon steel and stainless steel pipe? Please confirm if there is an acceptable American standard equivalent to the JIS G 3469 coating. Would the extruded polyolefin coating per AWWA C215 or Fusion-Bond Epoxy per AWWA C213 be acceptable as a substitute for the JIS G 3469 coating?

Refer to amended specification section 33 52 43.13, para.

2.1.4. Pipe with AWWA C215 coating has been added. JIS G

3469 pipe with P2S is the acceptable alternative.

11 04/19/17 Specs Section: 33 52 43.13 and 33 52 80

Specification Section 33 52 43.13 AVIATION FUEL PIPING does not state whether an interior coating (lining) is required for carbon steel pipe, and Specification Section 33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS was not provided. Please confirm whether the interior coating is required for carbon steel pipe, and please provide the specifications for the interior coating.

Conduct work in accordance with drawings and specifications.

Interior coating of the carbon steel pipe is not required for this project.

12 04/19/17 Drawings: FM-004, FM-402

Drawing FM-004 shows a new Low Point Drain Pit to be installed on the underground DN 150 line to Truck Offloading Position 3. Drawing FM-402 shows another new Low Point Drain Pit to be installed on the underground DN 200 line to Truck Offloading Positions 5 & 6. Please confirm the correct location of this new Low Point Drain Pit, or whether one or two LPD Pits need to be installed at these locations.

Refer to amended drawing FM-004. Only one low point drain shall be installed on the DN200 line to Truck Offloading Position 5 & 6 to match drawings FM-402.

13 04/19/17 Drawings: FM-004, FM-402

Drawing FM-004 shows three (3) new DN 150 flushing connections to be installed at Truck Offloading Positions 3, 4, and 6. Drawing FM-402 shows only one (1) new DN 150 flushing connection to be installed at Truck Offloading Position 3.

Please confirm whether new flushing connections need to be installed at Truck Offloading Positions 4 and 6.

Refer to amended drawing FM-402. New flushing connections shall be installed at Positions 3, 4, and 6 to match drawing FM- 004.

14 04/19/17 Drawings: FM-005, FM-405

Drawing FM-005 shows to reuse the existing plug valve inside Valve Pit B for the new DN 300 cross connection between the hydrant loop issue and hydrant loop return lines, but drawing FM-405 shows a new double block and bleed plug valve installed inside Valve Pit B. Are we to reuse the existing DN 300 plug valve, or provide a new plug valve for Valve Pit B?

Refer to amended drawing FM-405. The existing crossover plug valve in Valve Pit B shall be reused.

15 04/19/17 Specs Section: 09 90 00, paragraphs 1.4.2,

1.4.3 and 1.11.5

Specification 09 90 00 Paints and coatings (paragraphs 1.4.2 and 1.4.3) talks about textured wall coatings and sample mock-up. Please confirm the mock-ups are not necessary, as well as the building lettering required in paragraph 1.11.5.

Conduct work in accordance with specification section 09 90 00, para 1.4.2 & 1.4.3. A 1,200mm x 1,200 mm mock up is required after textured wall coating minimum 125mm by 175 mm sample. See amended specification section 09 90 00.

Painting building lettering is not required.

16 04/19/17 Specs Section: 10 14 00.00, paragraph 1.3

Specification 10 14 00.10, paragraph 1.3, identifies signs and letters shall be as indicated in drawings. We are unable to find any signage requirement on the drawings. We assume this specification does not apply to the project and will be removed. Please confirm.

See amended drawing S-106, section 4 and detail 6. Signage details and location added.

17 04/19/17 Specs Section: 26 20 00, paragraph 2.14

Specification 26 20 00, paragraph 2.14, requires a NEMA 8 rating on the skid enclosures for the motor controller. This is commonly referred to as “Oil immersed” or as NEMA states “Type 8 enclosures are designed to prevent combustion through the use of oil-immersed equipment.” This is in error as most of all manufacturers cannot meet or provide this rating. This should have been a combo type rating requirement to cover a Class 1 Division 1 outside- rated enclosure or a rating of NEMA 3R, 7. Please confirm the correct specification.

Refer to amended specification section 26 20 00, para 2.14.

NEMA 8 will be changed to NEMA 3R, 7.

18 04/19/17 Following the site visit, please define: what is the surrounding surface for each construction area? Are we responsible for landscape, seeding, rock, etc.?

See drawing C-101, scope of work #14 and C-102, scope of work #5. Sodding shall be provided as shown on drawings C- 101 and C-102.

19 04/19/17 Following the site visit, please define. Where will the site laydown area be located?

See drawing C-001, LAYDOWN AREA Notes. Laydown location on MCAS Iwakuni will be provided at Pre-Construction Meeting.

20 04/19/17 Following the site visit, please define: is there any work needed or suggestions on the storage area location for all salvaged material and equipment?

See drawing C-001, SALVAGED MATERIAL STORAGE AREA Notes. No additional work required from contractor. Storage locations on MCAS Iwakuni will be coordinated at Pre- Construction Meeting

21 04/19/17

Following the site visit, please define: are there any additional protection, cautions, guard shacks to pass through, or unique items to maneuver around or needed for the site access haul routes?

See drawing C-001 Haul route notes and amended specification 01 11 00.00 10 paragraph 1.10 1 Use of Premises.

Contractor to coordinate with Contracting Officer or his representative for ingress to and egress from the base and construction site. Site haul routes to be coordinated at Pre- Construction Meeting.

22 04/20/17 Drawing: ES-101…Refer to Questions 1-a and 1-b marking of the attached ES-101 (enclosure #2-1)

Regarding "1-a conduit (one cable)" and "1-b conduit (four cables)" shown on the attached drawing ES- 101, we would like to know which electrical equipment these cables (1-a (one cable) and 1-b (four cables) are connected to. Could you please provide us with drawings that show how these cables are connected to electrical equipment? We need the information so as to identify the cable routes and confirm their quantity.

See added drawing ES-104. P37, P38, P39 & P40 conduits shown to electrical equipment connections. See amended drawing ES-101 and E-603. Conduit P41 added for electrical connection Panel LP to electrical enclosure.

23 04/20/17 Drawings: FM-002, FM-100 (Enclosures 3-1 & 3- 2)

Will any alternate facility be provided for the removal of Facility #2115 and M1-35? If not provided, by when is the restoration of these facilities required? How long is the restoration period allowed?

See amended drawing FM-001, Project Phasing. An alternate facility for Facilities #2115 and M1-35 will not be required. Once the two fillstand positions in Phase 1 are completed, removal of Facility #2115 and M1-35 in Phase 2 can be executed.

24 04/20/17

Drawings: FM-002, FM-100 (Enclosures 3-1 & 3- 2) Is it allowed to remove Facility #2115 and M1-35 simultanously?

Conduct work in accordance with drawings and specifications.

Facilities 2115 and M1-35 can be removed simultanously per the phasing plan on FM- 002

25 04/20/17 Drawing: FM-403 (Enclosure #3-3) For the demolition and renovaiton of Facility #2614 and Facilty #2125, is it allowed to shut-down these facilities for the required period?

See amended drawing FM-001, Phasing Plan note

7. Added the following information: The amount of time Facilities 2614 and 2125 are taken out of service should be minimized and should be limited to a "maximum duration of one week."

26 04/20/17 Drawing: FM-404 (Enclosure #3-4) For the demolition and renovation specified in the Drawing Sheet FM-404, how long is it allowed to shut dlown Facility #1027?

See amended drawing FM-001, Phasing Plan note

8. Added the following information: The amount of time Facility 1027 is taken out of service should be minimized and should be limited to a "maximum of duration three days."

27 04/20/17 Drawing: FM-405 (Enclosure #3-5) For the demolition and renovation specified on the Drawing Sheet FM-405, how long is it allowed to shut-down HYDRANT

PIPE?

See amended drawing FM-001, Phasing Plan note

9. Added the following information: The amount of the hydrant pipe or hydrant loop is taken out of service should be minimized and should be limited to a "maximum duration of one week."

28 04/20/17 JIS-ASTM Comparison List (Enclosure #3-6) Is it allowed to use JIS products equivalent to ASTM listed on the attached JIS and ASTM Comparison List?

Refer to 01 11 00.00 10 subpart 1.3. "Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere in these specifications as being acceptable alternatives to US standards, may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required."

29 4/20/2017 C-101…Scope of Work #11, "Provied New Fence and Steel Cable Barrier System Detail 1/C-509 (also reference Enclosure #4-1)

Could you please clarify if "Double Cable Barrier" specified on C-101 must be new? If new, please show us from where to where new double cable barrier is required. Please advise

us. Point-A and Point-B shown on Enclosure #4-1 does not show the demolition work.

See amended drawing CD-102, C-101 and C-509, for cable barrier. Point of removal and point of connections added for clarity. Separate cable barrier scope of work note added to the drawings. Existing cable barrier is a single cable barrier.

Double cable barrier changed to a single cable barrier.

30 4/20/2017 CD-101, Scope of Work (Removal Work) #17 Is there a detail drawing of existing underground fuel storage tank and pit?

The offeror shall make their own determination based on the solicitation and any means and methods shall be determined by the Contractor. Bid as advertised. Detailed drawings of the existing underground fuel storage tank and pit are unavailable.

31 4/20/2017 CD-101, Scope of Work (Removal Work) #2 Is there a detail drawing of existing soil remediation structure?

The offeror shall make their own determination based on the solicitation and any means and methods shall be determined by the Contractor. Bid as advertised. Detailed drawings of the existing soil remediation structure are unavailable.

32 4/20/2017 CD-101 Is there a detail drawing of existing FOR piping foundation?

The offeror shall make their own determination based on the solicitation and any means and methods shall be determined by the Contractor. Bid as advertised. Detailed drawings of the existing FOR piping foundation are unavailable.

33 4/20/2017

Please provide pictures taken at the site visit. Also we would liked to have at least fourteen working days after receiving the pictures and government's response to KTR's request for explanation or interpretation before submitting our proposal.

See AM0002 for the pictures taken during the site visit.

See this amendment (AM0003). Proposal due date has been extended.

34 4/20/2017 01 11 00.00 10-A, Acceptable Alternative Japanese Standards

There are no indication of "Acceptable Alternative Japanese Standards" for the following materials/equipment.

Does this mean that JIS standard products are not acceptable?: 33 52 43.11

AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.12 AVIATION FUEL PANTOGRAPHS

33 52 43.13 AVIATION FUEL PIPING

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

See spec section 01 33 00, paragraph 1.8 and spec section 01 11 00.00 10, paragraph 1.3. Japanese local equivalent welding standards may be used upon approval by the contracting officer. See specification 33 52 43.13, para.

2.1.4. JIS G 3469 has been specified for "Protective Coatings for Buried Steel Pipe."

35 4/20/2017 33 52 43.13, Aviation Fuel Piping

"JIS G 3469 Polyethylene Coated Steel Pipes" is indicated in 1.1 REFERENCE, however JIS standard product is indicated only for "2.1.4 Buried steel piping", not for "2.1.3 Aboveground piping".

Is JIS standard product also acceptable for above ground piping including fittings?

Conduct work in accordance with drawings and specifications.

No, JIS G 3469 is not an acceptable alternative of above ground piping due to degradation from ultraviolet light.

36 4/20/2017 FM-004、FM-402, Truck Offloading Position

Flushing connection (DN150) is indicated on the secondary side of all IF on FM-004, however DN150 Flushing connector is indicated only on offloading position 3 on FM-402. Is FM-004 correct?

Refer to amended drawing FM-402. New flushing connections shall be installed at Positions 3, 4, and 6 to match drawing FM- 004.

37 4/20/2017 FM-005、FM-405, Valve Pit B

DBB valve for bypassing issue pipe and return pipe is indicated to "reuse" on FM-005, but is indicated in bold line which interprets as "new" on FM-405. Please clarify.

Refer to amended drawing FM-405, piping plan 3. Note added.

The existing crossover plug valve in Valve Pit B shall be reused.

38 4/20/2017 33 08 53 3.2, Flushing FM-402

For installation of new offload equipment skids, there are no indication of shutoff device such as valves at where new pipe will be connected to existing pipe. DN150 flushing connector is shown but please direct how to conduct flushing.

See specification section 33 08 53, para. 1.1.1. The contractor is to submit a System Start-Up Plan to the contracting officer 60 days prior to system startup. Isolation of the pipe shall be made at the existing plug valve installed on the DN350 offload line before the TEE that ties into the Discharge from Pumphouse 2621.

39 4/20/2017 33 08 53 3.2, Flushing FM-403

The drawing shows switching existing piping at building 2614 and 2125, however there are no indication of shutoff device such as valves. Please clarify how to conduct flushing and the range of flushing.

See specification section 33 08 53, para. 1.1.1. The contractor is to submit a System Start-Up Plan to the contracting officer 60 days prior to system startup. Refer to amended drawing FM-

403. Flanges have been added to the piping to facilitate cleaning/flushing operations.

40 4/20/2017

33 08 53 3.2, Flushing FM-404

The drawing shows switching existing piping at building 1027, however there are no indication of shutoff device such as valves.

Please clarify how to conduct flushing and the range of flushing.

See specification section 33 08 53, para. 1.1.1. The contractor is to submit a System Start-Up Plan to the contracting officer 60 days prior to system startup. Refer to amended drawing FM-

404. Flanges have been added to the piping to facilitate cleaning/flushing operations.

41 4/20/2017 33 08 53 3.2, Flushing FM-405

For installation of new truck fill stand, new pipes will be connected to existing pipes at valve pit B, however there are no indication of shutoff device such as valves at insulating flange connection.

Please clarify how to conduct flushing and the range of flushing.

See specification section 33 08 53, para. 1.1.1. The contractor is to submit a System Start-Up Plan to the contracting officer 60 days prior to system startup.

42 4/20/2017 09 97 13.27, Painting 33 52 43.13 Para2.1.3

Please provide specification regarding coating above ground pipes after they are welded on site. Is blasting required for weleded parts?

See specification section 09 97 13.27, para. 3.5. Yes, blasting will be required for welded aboveground pipe.

43 4/20/2017 33 52 43.13, Testing Para3.8.1.2

Would government provide fuel for Hydrostatic Test as it is indicated on specification? This test cannot be conducted only for new construction since new pipes will be branched off from existing pipes.

Please indicate the range of the test. Also please clarify what would happen and who will be responsible for when the test result shows unsatisfaction on the areas that are not included in the contract.

Refer to amended specification section 33 52 43.13, para.

3.8.1.2. Yes, the government will provide the fuel for

Hydrostatic Testing of the fuel system provided in this contract.

However, "defects in the Contractor's work shall be corrected at the Contractor's expense." The fuel and the existing system shall be provided as government furnished property in accordance with Clause 52.245-1, Government Property.

44 4/20/2017 09 97 13.27 Para3.5.5 ｃ, Painting At pipe splicing segment, condition of existing pipe surface is unknown. Condition(s) for this bidding shall be informed.

See amended drawing FM-403, note 8. Carbon steel piping at tie in points is coated with a similar two component epoxy coating as listed in Specification 09 97 13.27.

45 4/20/2017 09 97 13.27 Para2.2, Painting

There is no difference between descriptions of indoor and outdoor coating systems for fuel pipes, Para.

2.2.1/2.2.1.1/2.2.2/2.2.2.1.

Please advise.

See specification section 09 97 13.27. Indoor and Outdoor pipes shall be coated with the same coating system.

46 4/20/2017 09 97 13.27 Para2.2, Painting

At pipe splicing segment, length of new coating overlap to existing coating is not specified. There shall be no evidence for conformation of matching between new and existing coatings.

Please advise.

See amended drawing FM-403, note 9 and 10. Contractor shall blast existing coating from pipes and coat existing pipes 0.5 meters from each of the tie-in location welds. If pipe coating is damaged more than 0.5 meters from tie-in point by new pipe installation the damaged areas shall also be blasted and recoated.

47 4/20/2017 09 97 13.27 Para2.2, Painting 33 52 43.13 Para2.1.3

Specified coating system, 09 97 13.27 para. 2.2, shall applied to all metal items: equipment and pipe, except stainless steel and aluminum. Please advise.

See specification section 09 97 13.27, para. 2.2. This shall apply to all carbon steel metal items unless noted otherwise on the drawings. See specification section 33 52 43.13, para.

2.1.3.

Aluminum and stainless steel shall not be painted.

48 4/20/2017 09 97 13.27, Painting 33 52 43.13 Para2.1.3

There is no specification of pipe interior coating. Please confirm that it is acceptable to provide pipes without interior coating.

Conduct work in accordance with drawings and specifications.

Interior coating of the carbon steel pipe is not required for this project.

49 4/20/2017

Is there a maximum height requirement for the loading area?

Is 30 m heigh piling machine acceptable to use at the loading area? How long will it take to get approval for permit request to use the piling machine on site? Please verify with Airfield Manager.

Refer to amended specification 01 11 00.00 10 subparts 1.3 Submittals and 1.11.2 Airfield Height Restrictions. Permit processing will take a minimum of 21 business days.

Confirmation provided by the Airfield Manager based on the project site coordinates conclude that the maximum height requirement for the loading area is not to exceed 45 meters (~149 feet). Using a 30 meter height piling machine shall be acceptable at the loading area.

50 4/20/2017 E-603, ES-101, Offload Conduit and Cable Schedule (Power)

Please provide conduit destination of P37, P38, P39 and P40;

they are not shown on the ES101.

See added drawing ES-104. P37, P38, P39 & P40 conduits shown to electrical equipment connections. See amended drawing ES-101 and E-603.

51 4/20/2017

E-603, Offload Conduit and Cable Schedule (Power) Panel LP is 3φ4W, so quantity of "Conductors per Conduit" for P7 should be 4, not 3. Please clarify.

See to amended drawing E-603. P7 Conduit changed from 3 conductors to 4.

52 4/20/2017 E-601, Fuel Truck Offload Electrical One-Line Please provide specification of "Lighting Control Panel";

composition of control circuit and product data etc.

See amended drawing E-504, note 4. The lighting control panel shall be NEMA 3R. See specification section 26 56 00, for Exterior Lighting components. Contractor shall submit shop drawings and product data sheets for Lighting Contactor as listed in Section 2.3.2 Lighting Contactor of Specification 26 56 00.

53 4/20/2017 26 20 00, 2.11.1 Enclosure

It is indicated that "all cabinets shall be fabricated from sheet steel of not less than 3.5 mm if flush- mounted or mounted outdoors, and not less than 2.7 mm if surface-mounted indoors, with full seam- welded box ends.", howevere it is also indicated that "Enclosures shall meet the requirements of UL 50." Thickness of sheet steel described above exceeds the requirements of UL 50, and material cost will be higher. Can the thickness of sheet steel be mached to the witdh and height of the cabinets in accordance with UL 50?

Refer to specification section 26 20 00, para. 2.11.1. No, UL 50 only provides the minimum thickness of sheetmetal, however, the specifications require "all cabinets shall be fabricated from sheet steel of not less than 3.5 mm if flush-mounted or mounted outdoors, and not less than 2.7 mm if surface- mounted indoors, with full seam- welded box ends."

54 4/20/2017 26 20 00, E-504, 2.8.3 Disconnect Switches,

2.11.1 Enclosure, 2.21 Transformers Truck Offload

Electrical Stand

Panels, Disconnect Switches and Transfomer are shown on E-

504. NEMA 3R standard product is required for panels and transformers in specification, however NEMA 4X standard product is required for disconnect switches. Can we provide NEMA 3R for disconnect switches also?

Refer to amended specification section 26 20 00, para. 2.8.3.

Yes, NEMA 3R can be used in lieu of NEMA 4X.

55 4/20/2017 ED-101, ED-102, Truck Offloading Electrical Demo Site Plan Truck Fillstand Site Demo Site

Dimension of existing pipes and cables to be removed are not shown. Please provide as-built electrical drawings.

Conduct work in accordance with drawings and specifications.

As-built drawings are unavailable for the existing pipes and cables to be removed.

56 4/20/2017 E-603

New cables will be connected to existing distribution panelboard and control panel, however detail of existing equipment are not provided. Please provide as-built electrical drawings.

Bid As Advertised. As-built drawings are not available. Refer to amended drawing ED-101, note 7 & 8. Contractor shall demo and remove load side conductors associated with underground tank and pumps back to panel “P-C”.

57 4/20/2017 ES-101, E-401, E-502, Truck Offloading Power Plan Electrical Enlarged Plans

For location of EFSO bollard, please indicate Airfield Clear Zone.

Refer to amended drawing E-502, detail 4. Detail revised to remove Airfield Clear Zone. EFSO location shown is outside of the airfield clear zone.

58 4/20/2017 01 11 00.00 10, 1.7.1 Use of Premise The construction area is a Level 2 Restricted Area. Please provide explanation and requirements for the area.

Refer to amended specification 01 11 00.00 10 subpart 1.9.1.1, added Level 2 Restricted Areas requirements.

59 4/20/2017 01 50 00, 3.7 Temporary Project Safety Fencing

It is indicated that "temporary fencing around the project location will be required when modifying the fence in the construction area ….The safety fencing shall be a 1.8 m high wire mesh with lockable gates and visibility screening..." Please confirm that the above discribed safety fencing can be used as temporary fencing when modifying the security fence in the construction area.

See specification section 32 31 15.53 and drawing C- 001, SECURITY, Note 2. No, safety fencing shall not be used as security fencing. Security fencing shall be in accordance with seciton 32 31 13.53.

60 4/20/2017 C512, 1B Section and Type for all Edges Edges shown in 1B SECTION and TYP FOR ALL EDGES are not same. Please clarify.

Refer to amended drawing C-512, sections 1A and 1B. TYP FOR ALL EDGES detail revised to match detail 1A and 1B.

61 4/20/2017 C-501, Pavement Joing Plan We think that the construction joint which runs longitudinally in the center of the island should be longitudinal construction joint to prevent cracking. Please clarify.

Refer to amended drawing C-501, pavement plan 1 & 2. Contraction joints changed to construction joints.

62 4/20/2017 C-101, New Work #10 Fence New fuel pipe will interfere with new fence. Please provide detail connection drawing.

Refer to amended drawing C-508, detail 2. New detail for pipe crossing at the fence line added.

(Am-0004)

CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

Section 00 10 00

FY17 MILCON PROJECT

Truck Fuel Offload and Load Faciilities

MCAS, Iwakuni, Japan

ITEM

NO.

DESCRIPTION

QUANTITY

UNIT

AMOUNT

BASE SCHEDULE

Demolition

Job

Construction of Primary Facilities

Construction of Supporting Facilities

OPTION SCHEDULE

Construction of Offload Area Canopy and Load/Fillstand Area Canopy (OPTION 1)

Fence and Gate Modification (OPTION 2)

TOTAL (BASE + OPTION) CLIN

SCHEDULE:

*For evaluation purposes only

Notes to the Proposal Schedule:

1. Failure of the Offeror to propose prices for all items in the CLIN Schedule may be cause for rejection of the proposal as unacceptable.

2. See Section 01 22 00.10 for additional line item description.

3. Any reference to “bid,” “bidder,” or “Bidding Schedule shall be construed to mean “offer,” “Offeror,” and “CLIN Schedule.”

4. The Government reserves the right to exercise option item(s) within ninety (90) calendar days after Contract award at the quantity and price stated in the CLIN schedule.

5. LEGEND: LS = Lump Sum, JB = Job, EA = Each, M = Meter, SQM = Square Meter

-- End of Section --j2ee9cms Line

Line

52.232-27 Prompt Payment for Construction Contracts MAY 2014 52.232-33 Payment by Electronic Funds Transfer--System for Award

Management

JUL 2013

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-4 Physical Data APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Alt I Accident Prevention (Nov 1991) - Alternate I NOV 1991 52.236-17 Layout of Work APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.242-13 Bankruptcy JUL 1995 52.242-14 Suspension of Work APR 1984

Changes JUN 2007 Subcontracts for Commercial Items NOV 2016

52.243-4 52.244-6 52.245-1 Government Property JAN 2017 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994 52.249-10 Default (Fixed-Price Construction) APR 1984 52.253-1 Computer Generated Forms JAN 1991 252.201-7000 Contracting Officer's Representative DEC 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7001 Prohibition On Persons Convicted of Fraud or Other Defense- Contract-Related Felonies

DEC 2008

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7003 Agency Office of the Inspector General DEC 2012 252.204-7000 Disclosure Of Information OCT 2016 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting

OCT 2016

252.205-7000 Provision Of Information To Cooperative Agreement Holders DEC 1991 252.209-7004 Subcontracting With Firms That Are Owned or Controlled By

The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.211-7007 Reporting of Government-Furnished Property AUG 2012 252.222-7002 Compliance With Local Labor Laws (Overseas) JUN 1997 252.223-7001 Hazard Warning Labels DEC 1991

P994 FY17 Construct Truck Offload and Fillstand Facilities 17SF0003 MCAS Iwakuni, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

1.2 REFERENCES

1.3 SUBMITTALS

1.4 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.5 MANDATORY U.S. PRODUCTS

1.6 GOVERNMENT-FURNISHED PROPERTY

1.7 LAYDOWN YARD AND HAUL ROUTES

1.8 KEY PERSONNEL QUALIFICATIONS

1.8.1 Project Manager

1.8.2 Project Superintendent (Supervisor)

1.8.3 English Speaking Representative (Interpreter)

1.8.4 Contractor Quality Control System Manager (CQCSM)

1.8.5 Site Safety and Health Officer (SSHO)

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.10 PERMITS AND RESPONSIBILITIES

1.10.1 Use of Premise

1.10.1.1 Level 2 Restricted Areas

1.11 SPECIAL CONTRACT REQUIREMENTS

1.11.1 Meetings

1.11.2 Airfield Height Restrictions

1.12 PROGRESS AND COMPLETION PHOTOGRAPHS

1.13 BASE REGULATIONS

1.13.1 Request for Contractor's Employee Passes and Vehicle Passes

1.13.2 No Smoking Policy

1.13.3 Restricted Areas

1.14 ORDER OF WORK

1.14.1 Schedule

1.14.2 Working Hours

1.14.3 Work Outside of Regular Hours

1.15 NUCLEAR DENSOMETER TESTING

1.16 FIRE PREVENTION DURING CONSTRUCTION

1.16.1 General

1.16.2 Supply

1.16.3 Fire Extinguishers

1.16.4 Housekeeping

1.16.5 Handling of Gasoline

1.16.6 Notification of Fire

1.17 MATERIAL DISPOSAL

1.18 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.19 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

W912HV-17-R-0003 SECTION 01 11 00.00 10 Page 1 (AM-0004)

W912HV-17-R-0003 SECTION 01 11 00.00 10 Page 2 (AM-0004)

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "United States" shall appear before the word "Government" whenever the latter word appears in this Contract, except where the word "Government" refers to a different-named Government.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Elevated Construction Equipment ; G

1.4 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the use of specified acceptable alternative Japanese standards. Incorporation of acceptable (authorized by the Contract) Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies. The use of products not meeting the applicable US standards of the Contract or acceptable alternative Japanese standards specifically authorized by the Contract is

W912HV-17-R-0003 SECTION 01 11 00.00 10 Page 3 (AM-0004) prohibited. Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere in these specifications as being acceptable alternatives to US standards, may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required.

1.5 MANDATORY U.S. PRODUCTS

The following fire protection related items shall be U.S. products with U.S. testing labels as required. These items shall not be substituted with Japanese manufactured products:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements).

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors and frames greater than 60 minutes.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings.

h. Insulation with flame spread and smoke development ratings.

i. Plenum rated cables.

1.6 GOVERNMENT-FURNISHED PROPERTY

The following item shall be considered as Government-Furnished Property.

Coordinate with the Contracting Officer in accordance with Section 33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP, Paragraph AIRCRAFT TURBINE

FUEL.

ITEM TYPE QTY. UNIT COST TOTAL COST __REMARKS

JP-5 Fuel Aviation Fuel 20,000 L JPY 75/L JPY 1,500,000 as-is

1.7 LAYDOWN YARD AND HAUL ROUTES

The Contractor shall coordinate laydown yard location and haul routes with Contracting Officer.

1.8 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the

W912HV-17-R-0003 SECTION 01 11 00.00 10 Page 4 (AM-0004)

Contracting Officer. The Project Superintendent, Project Manager, and CQC Manager shall all be separate persons. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

1.8.1 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects containing civil, architectural, mechanical, and electrical engineering components similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor. The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.

1.8.2 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects containing civil, architectural, mechanical, and electrical engineering components similar in size and scope to this Contract.

1.8.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.8.4 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL

W912HV-17-R-0003 SECTION 01 11 00.00 10 Page 5 (AM-0004)

1.8.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

a.