Amend 0002.2.3.22.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

SOLICITATION NO. N4008422B0099, IDIQ EXTERIOR/INTERIOR PAINTING AND MISCELLANEOUS REPAIRS OF SINGLE AND MULTIPLE STORY

FACILITIES AT VARIOUS U.S. GOVERNMENT INSTALLATIONS, OKINAWA, JAPAN

CONTINUED ON PAGE 2

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 03-Feb-2022

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 N4008422B0099

X 9B. DATED (SEE ITEM 11)

23-Dec-2021

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

03-Feb-2022

CODE

NAVFAC FAR EAST

CORE EXECUTION TEAM

PSC 473 BOX 13

FPO AP 96349-0013

N40084 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008422B0099

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0002

A. The purpose of this amendment is as follows:

Replace previously issued IDIQ PAINTING_Solicitation_Bid schedule_1.19.22 of Attachment 2 of the solictitation with a Revised IDIQ PAINTING_Solicitation Bid schedule_1.31.22.

Replace specification, 2 pages

Provide responses to pre-bid inquiries (#11-33) as shown below.

SOLICITATION IFB N4008422B0099 Indefinite Delivery Indefinite Quantity (IDIQ), Exterior/Interior Painting and Miscellaneous Repairs of Single and Multiple Story Facilities at Various U.S. Government Installations, Okinawa, Japan

Question No.

Date Received

REFERENCE QUESTION GOVERNMENT

RESPONSE

Posted on Amend No.

Page Section Para

11 1/13/2022 37 52.216-

(a) How much minimum order quantity being set? In other word, is there any case that T.O (Task Order) may limited to a quite small quantiy less than 100 sq.m such as trash enclosure, wall sign, tiny guard shack etc.?

A minimum order quantity is not set in the IDIQ painting contract.

Amend

12 1/13/2022 BID SCHEDULE As to BID SCHEDULE, why description of Items AA, AB, AQ and AR are different with Period 1 and other Period 2 thru 8?

Please see Amendment 0002, A revised Bid Schedule.

Amend

13 1/13/2022 If safety measures of temporary scaffolding on site are different between U.S and Japan, which standard we should adapt?

Regarding safety measures for temporary scaffolding, A contractor will implement safety measures based on EM385 and referring to Japanese safety standards.

Amend

14 1/13/2022 Can you provide an as-built drawing for target buildings by auto-cad data in order to estimate quantity and establish a detailed scaffolding plan?

It is possible to provide a tiff file instead of CAD data.

15 1/13/2022 72 of

Attach 1 Spec 01 35

3.1.

Bulk sampling and testing of suspected ACM and LBP are not required. Is this understanding correct?

Builk sampling and testing are not required.

Amend

16 1/13/2022 93 of

Attach 1 Spec 01 45 10.20

1.5.

1.2

Usually QC manager and first-class painting technician are different personnel, because there are few first-class technicians who have QC manager qualifications. Can this be acceptable if a first-class technician assists QC manager?

A firast-class paint technician should be stationed at the site.

Amend

17 1/13/2022 202 of

Attach 1 Spec 09 90

1.5.

Shall lead content be less than 0.009% as specified?

Yes, it is JEGS regulation. Amend

18 1/13/2022 Attach 2 Bid schedul e

Item No. A001AN thru H001AN are provided with quantity as “0”. Please provide quantity if necessary.

Please see Amendment 0001. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

Amend 0001 &

19 1/13/2022 Attach 2 Bid schedul e

Several descriptions in Supplies/Service are different between Base-OP1 and other 7 OP’s. Shall KTR follow individual requirements as indicated?

Please see Amendment 0002. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

Amend

20 1/13/2022 93 01 45 10.20

1.5.

1.2

QC Qualifications Please confirm if 2 Kyu Doboku Sekou Kanrigishi and/or 2 Kyu Kenchiku Sekou Kanrigishi would be acceptable alternate to 1 Kyu Tosou Ginoushi.

If not, please provide acceptable alternatives.

It is not acceptable. As an alternative, select a QC that complies with the specifications, hire a first-class paint technician, and be stationed at the site to support the QC.

21 1/13/2022 210 09 90

3.4.

1 a

ACM and LBP Testing Please confirm if cost for testing is to be included in our overhead or if it will be apart of Non-specific work line item (e.g.

A001AU).

ACMおよびLBPテスト

テストの費用が間接費に含ま

れるのか、それとも非特定の

作業項目（A001AUなど）の

一部になるのかを確認してく

ださい。

Please see Amendment 0002. Added work item for sampling/testing/abatement /disposal of ACM and LEAD to Bid schedule. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

Amend

22 1/13/2022 Scheduling Constraints Regarding any interior work, please provide constraints that may affect cost.

1. Will the building be occupied during work?

2. Will furniture and equipment be removed by the Gov't prior to work?

3. Access to facility etc..

1. Regarding this inquiry, the government cannot response at this time.

Before starting construction, the government will coordinate.

2. Same response as above.

3. The government will coordinate with user before starting construction.

Amend

23 1/13/2022 Laydown/Stagging Area Please confirm if the Government will provide stagging area for this contract.

The government will coordinates with user before starting construction.

Amend

24 1/13/2022 201

09 90

1.4.

1.2 1.10 .5.1

Batch Testing Spec calls to perform batch testing per MPI requirements.

Please provide acceptable JIS alternate reference.

The tests can be omitted for JIS standard paints, but it is necessary to apply test of a silicone resin thermal insulating paints.

Amend

25 1/13/2022 ELIN Schedule Non-specific work Please confirm if the figures indicated on line items A001AU, B001AU, C001AU, D001AU, E001AU, etc. are to remain and submitted as is.

Please see Amendment 0001. Do not change Item AU Not to Exceed (NTE) amout.

26 1/13/2022 ELIN Schedule Please confirm the average depth for concrete spall repair.

A001AB states 30mm, while B001AB states 12.5mm. Please confirm which is correct.

Please see Amendment 0002. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

Amend

27 1/13/2022 ELIN Schedule The scaffolding height on A001AQ and B001AQ is different. A001AQ is 5.4m while B001AQ is 5.7m. Please confirm if this is intentional.

Please see Amendment 0002. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

Amend

28 1/13/2022 ELIN Schedule The scaffolding height on A001AR and B001AR is different. A001AR is 1.8m while B001AR is 4m. Please confirm if this is intentional.

Please see Amendment 0002. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

Amend

29 1/13/2022 184 03 30

Part

On ELIN A001AB, it states to use polymer mortar. However, the spec states to use epoxy.

Please confirm which is correct.

Please see Amendment 0002. A revised specification is attached.

Amend

30 1/13/2022 205 09 90

1.10 .3 1.10 .3.1

Please confirm if painting of mechanical, electrical and sprinkler piping/conduit is to be included in this contract. If so, please confirm if this will be ordered and paid under the non-specific work line item.

Painting the metal surface is included in the contract.

The work line item is

A001AG.

Amend

31 1/14/2022 218 09 90

Tab le 2

- A

After consulting paint manufacturers, we have been informed that the specified thermal coatings with a test surface color of N-6 having solar reflectance of 81% does not currently exist on the market.

We request for the Government to reconfirm if test color of N-6 is correct.

The N6 test color of N-6 is correct.

32 1/24/2022 167 02 83

Do we need to include the investigation & removal fee of existing lead based paint in the bid? If so, which item No, from AA to AT should it include?

Please see Amendment 0002. Added work item for sampling/testing/abatement /disposal of ACM and LEAD to Bid schedule. A revised Bid Schedule is attached with this amendment 0002 for bid submittion.

33 1/17/2022 ELIN Schedule A001AT, B001AT, etc.

One lump sum additive cannot be estimated for Ie Island without quantities. Without a proper SOW, we are not able to estimate how many manpower, man-days and equipment we will require to accomplish the work.

Can the Government provide reference SOW and quantities that we can use to build our quote?

The SOW and qusntities is already listed in Bid schedule AA to AS. This AT item was estimated as transportation cost (ship farea).

B. Bid due date is changed from 09 February 2022 to 15 February 2022, 10:30 AM Japan Standard Time.

C. Bidders shall acknowledge this amendment in Block 19 of the Standard Form 1442 with their bids.

(End of Summary of Changes)

CUI / / FEDCON

NAVFAC FAR EAST

AMENDMENT NO. 0002

DATE: 31 JAN 2022

EXTERIOR/INTERIOR PAINTING AND MISCELLANEOUS REPAIRS OF SINGLE AND

MULTIPLE STORY FACILITIES AT VARIOUS U.S. GOVERNMENT INSTALLATIONS,

OKINAWA, JAPAN

NAVFAC Amendment Summary of Change is as below.

Solicitation Bid Schedule Attachment 2:

1. Added item numbers in summary page.

2. Corrected the line items of Solicitation Bid Schedule.

3. Added ACM / LEAD work (AV / AW /AX) to the line items of Base Ordering Periods and Option

Ordering Periods.

Specifications:

1. Added sentences to section 03 30 53, page 184 and 185, 1.3 and 2.1.1.

Add the following sentences:

1.3 Submittals “Note: Submittals for use as repair for spalling portions: Required”

2.1.1 “Spalling portion: Use Polymer Cement Mortar”

AMENDMENT NO. 0002 (1/1)

CUI / / FEDCON

Project Title: Exterior/Interior Painting and Misc Repairs of Single and Multiple Story Facilities Project Location: Various U.S. Government Installations, Okinawa, Japan

Prescriptive Technical Specifications

SECTION 03 30 53

Epoxy-based mortar Epoxy Resin Binder

Equipment list (pressure injector, epoxy resin-base mortar mixer and high pressure air or water cleaner)

Note: Submittals for use as repair for spalling portions: Required

DELIVERY

Inspect materials delivered to site for damage, unload and store with a minimum of handling. Deliver all epoxy resin components and related materials in original sealed containers and store in dry covered areas at temperatures below 28 degrees C.

SAFETY PRECAUTIONS

To protect workers from skin and other contamination. The Contractor shall pay particular attention to the following requirements:

a. Provide Contractor personnel with and require them to use impervious clothing, gloves, face shields, and other appropriate protective clothing necessary to prevent any possibility of skin contact with uncured resin and components.

b. Place clothing contaminated with uncured resin components in closed containers for storage until it can be discarded or until provision is made for the removal of contaminants from the clothing.

c. Non-impervious clothing which becomes contaminated with uncured epoxy resin components shall be removed immediately and not reworn until the contaminant is removed from the clothing.

d. Provide Contractor personnel with and require them to use splash proof safety goggles where there is any possibility of liquid resin contacting the eyes.

e. Where there is any possibility that Contractor personnel eyes may be exposed to liquid resin components, provide an eyewash fountain within the immediate work area for emergency use. For field use a portable eyewash fountain is acceptable.

f. Skin that becomes contaminated with liquid resin components shall be immediately washed or showered with soap or mild detergent and water to remove any contaminant.

g. Do not permit eating and smoking in areas where resin components are handled, processed, or stored.

h. Contractor personnel who handle uncured epoxy resin shall wash their hands thoroughly with soap or mild detergent and water before eating, smoking, or using toilet facilities.

PRODUCTS

MATERIALS

Concrete Epoxy Mortar

Amendment 0002 31 January 2022

Project Title: Exterior/Interior Painting and Misc Repairs of Single and Multiple Story Facilities Project Location: Various U.S. Government Installations, Okinawa, Japan

JASS 5 and JIS A 6024, admixtures of epoxy and concrete components.

Spalling portion: Use Polymer Cement Mortar

Epoxy Resin Binder

ASTM C 881 or as recommended by the manufacturer.

equipment

The equipment to be used for blending the materials be approved by the manufacturer. A suitable capacity metal or polyethylene container recommended by the epoxy manufacturer shall be used as the mixing vessel for blending the epoxy resin. Mixing shall be accomplished using a power drive (air or spark proof) propeller type blade except that hand mixing may be used for small batches.

Equipment for field mixing of aggregates and epoxy resin shall be as specified by the epoxy manufacturer.

EXECUTION

CONSTRUCTION PROCEDURES

General

All application of the mixed materials shall be performed within the working life or pot life of the system. Unused mixed materials which have reached the end of the working or pot life shall be removed from the job site. Field mixing and size of batch shall be determined by the Contractor.

Concrete Spalls Repair

a. The spall may be at roof parapet, and other locations. Adjustment of quantity will be made for any increase or decrease in quantities subject to the provisions of the "variations in the quantities clause". Payment shall be made only for actual units performed. If necessary, adjustment in unit prices shall be negotiated for units exceeding the authorized variation.

b. Remove loose concrete from the damaged or spalled areas. Inspect the cavity for any remaining defective concrete by tapping with a hammer throughout the areas and listening for dull or hollow sounds. In areas where tapping does not produce a solid tone, remove additional concrete until testing produces a solid tone. Use a high frequency chipping hammer or concrete saw to deepen cavity. Make saw cuts 5 cm deep at a minimum distance of 2.5 cm outside the farthest edge of the spall. Remove residual fines from all surfaces with a high pressure water jet and any free water with an oil free air jet. Prime all substrate and surfaces with resin binder as recommended by the manufacturer.

Place epoxy concrete in layers not exceeding the thickness recommended by the manufacturer. Use vibratory floats, plates, or hand tampers to consolidate the concrete. Level each layer and screed the final surface to match the adjoining surfaces. Remove excess epoxy concrete on adjacent surfaces before the concrete hardens. Upon completion of finishing operations, cure epoxy concrete in accordance with the manufacturer's recommendations.

Concrete Cracks Repairs

a. The cracks may be at wall, roof parapet, and soffit. Adjustment of quantity will be made for any increase or decrease in quantities subject to the provisions of the "variations in the quantities clause". Payment shall be made

Prescriptive Technical Specifications

SECTION 03 30 53

Amendment 0002 31 January 2022