22R1306-Note1.pdf

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC

258 MAKALAPA DR STE 100

PEARL HARBOR HI 96860-3134

Notice No. 1 9 February 2022

PRE-PROPOSAL QUESTIONS & ANSWERS

RFP N62742-22-R-1306

FY19 MCAF P-9030/PAF189030 APSI - CARGO PAD WITH TAXIWAY EXTENSION

FY19 MCAF P-9040/PAF189040 APSI - MAINTENANCE SUPPORT FACILITY

FY20 MCAF P-9010/PAF189010 APSI - FUEL TANKS WITH RECEIPT PIPELINE &

HYDRANT SYSTEM

FY20 MCAF P-9021/PAF189021 APSI -AIRFIELD DEVELOPMENT PHASE 1 - ROADS

TINIAN INTERNATIONAL AIRPORT, TINIAN, CNMI

NOTE: The following questions and answers are provided for INFORMATION ONLY. The RFP remains unchanged unless it is amended in writing on a Standard Form 30.

1. Document 00 21 16 Instruction to Proposers Construction Wage Rate Please provide construction wage rates requirement applicable for Tinian Divert projects.

ANSWER: DOCUMENT 0 73 00 will be amended in Amendment 0002 to include the construction wage rates.

2. Section 02 41 00 Disposal Site Provide information on location of approved/designated disposal sites in Tinian – for green waste, construction debris/rubbles and soil surplus.

ANSWER: Green waste is defined within Specification Section 01 57 19, Paragraph 1.2.15.2.

However, it is the Contractor’s responsibility to abide by CNMI state and local regulations and coordinate with CNMI BECQ. See Specification Section 01 57 19, Paragraph 1.10 and Paragraph 3.7.1.

Soil surplus / stockpiles shall be coordinated with the NAVFAC CME. Requirements for soil surplus and stockpiles are indicated in Specification Section 01 57 19 and Section 31 23 00.00 20 and notes within sheets G-010, G-101, and C-001 on P-9030, G-100 and C-001 on P-9040, G- 100, G-102, G-103, C-001 and CG106 for P-9010, and G-010 and C-0001 on P-9021 Offsite Roadways.

3. P-9010 Fuel Tanks with Receipt Pipeline & Hydrant System Section 01 11 00, paragraph 1.2.1.3 Drawing Sht. MP010 Summary of Work Paragraph 1.2.1.3 FY20 P9010-APSI Fuel Tanks with Receipt Pipeline & Hydrant System, states that scope of work includes ….”Fuel storage tanks include three 73 MBBL (11,606 m3) aboveground storage tank (AST).”….

Bid plans show only the following fuel storage tanks:

• 2 EA- 10,000BBL (cut and cover tanks),

• 1 EA- 22,700L FSII Storage Tank (AST)

• 1 EA- 19,000L Diesel Storage Tank (AST)

• 1 EA- 15,000L Waste Tank (UST)

• 2 EA- 15,000L Product Recovery Tank (UST)

Please clarify or confirm that there is no 3EA- 73 MBBL (11,606 m3) AST.

ANSWER: MBBL ASTs are not included in this project, Specification Section 01 11 00 is amended in Amendment 0002.

4. P-9010 Fuel Tanks with Receipt Pipeline & Hydrant System Fueling Hydrant Loop System Please confirm that the Fueling Hydrant loop system is NOT included in this bid. Bid plans do not show any hydrant loop.

ANSWER: This project does not include hydrant fueling pits or a loop to the parking apron.

Piping to the truck fillstand and the cross-over valve pit is included as part of this project. Refer to Section 01 11 00, Amendment 0002.

5. Ref. Drawing; P-9010 : AE102 and A-611 Door Nos. 113D and 113E Please provide in the Door Schedule information for Door No. 113D and 113E at Seaport Fuel Pump House.

ANSWER: Door 113D and 113E are amended in Amendment 0002.

6. Ref. Drawing; P-9010 : A-611 Door Hardware for Door No. 100C Please clarify door hardware for Pair Flush Door (PF) No. 100C at Hydrant System Fuel Pump House. Is it the same with the Single Flush Door which is Set 2?

ANSWER: Door Hardware sets for doors 100C and 101A will be amended in Amendment 0002.

7. Ref. Drawing; P-9010 : AE101, AE102 and A-611 Door Size for Nos. 116B and 117B Please confirm door size for nos. 116B and 117B.

ANSWER: Doors 116B and 117B will be amended in Amendment 0002

8. Ref. Drawing; P-9040 : A-610 Chain Link Gate Specification Please provide chain link gate specification for Part C: P-9040.

ANSWER: Refer to specification 32 31 13.53 Revised Spec for P-9040 in Amendment 0002

9. Ref. Drawing; P-9010 : A-541 & I-601 Exterior Building Number

Please confirm which drawing detail (B4/A-541 or A1/I-601) for Exterior Building Number Detail will be used.

ANSWER: Utilize detail B4/A541 for exterior building signage. Amendment 0002 deletes detail A1/I-601.

10. Ref. Drawing; P-9010 : A-401 Grab Bar Detail Please confirm which grab bar detail as shown on reference drawing P-9010: A-401 detail A1 or S1 (Standard Accessible Stall) will be used.

ANSWER: Provide 2-piece grab bar as indicated in detail A1.

11. Ref. Drawing; P-9030: A-610 Door Schedule; Frame Details Please confirm reference drawing details for door frame are C1/A-610, B1/A-610, & A1/A-610.

ANSWER: Confirmed. Revised drawing A-610 is amended in Amendment 0002.

12. Ref. Drawing; P-9040 : I-630 Window Shade – Roller Type (WS-1) Please clarify location of WS-1, as stated on Finish Material Legend Notes: Install on all interior windows?

ANSWER: Per General Note F on sheet IN101, and Finish Material Legend on sheet I-630, provide window shades on all interior windows. Per Finish and Signage Plan sheet IN101 provide window shades in Ready Room 101.

13. P-9030 Cargo Pad Spec Section 13 34 16 Drawing Sht. S-102 Pre-Fabricated Concrete Airfield Lighting Vault Please provide recommended design building dimensions (length, width, height) of pre-fabricated concrete airfield lighting vault.

None shown in the drawings.

ANSWER: Overall Lighting Vault Dimensions are shown on A-640.

14. P-9030 Cargo Pad Spec Section 33 16 15 Drawing Sht. F-111 Fire Water Storage Tank Spec Section 33 16 15 paragraph 2.1.3 states that … Two tanks shall be provided. Each tank shall have a minimum nominal storage capacity of 533,700 L.” However, Drawing Shts. F-111 and CS102 show only one (1) steel tank with nominal capacity of 817,600 L. Please clarify which one governs.

ANSWER: Specification 33 16 15 has been updated to match the requirements on Sheets F-111, F-504, and CS102, see Amendment 0002

15. Ref. Drawing; P-9030 : A-640 Prefabricated Lighting Vault Enclosure Please provide interior finish for Prefabricated Lighting Vault Enclosure.

ANSWER: Sheet AE101 is updated to provide finishes for prefabricated lighting vault in Amendment 0002.

16. Ref. Drawing; P-9010 : A-402 and I-601 Building Number Signage Please clarify which dimension of Building Number Signage as shown on Keynotes 229 Ref.

Drwg. A-402 and Signage Schedule Ref. Drwg. A2/I-601 will govern.

ANSWER: RFI No. 9 above directs contractor to B4/A-541 for signage details. Detail on I-601 was removed as part of RFI #9. Keynote on A-402 is revised in Amendment 0002. Follow detail B4/A-541 for exterior signage.

17. Ref. Drawing; P-9010 : I-630, AE101, AE102 Sealed Concrete, SC-1 Please confirm that SC-1 as shown on Finish Legend is for Floor Finish of HS Mech Yard (A116) and SP Mech Yard (A117).

ANSWER: Clear concrete sealer SC-1 is used in Storage A103 and Generator Room A111. See Amendment 0002 for revised room finish schedule sheet I-630.

Refer to Structural sheets SB101 and SB102 and specification 03 30 00 for exterior concrete finish requirements.

18. Ref. Drawing; P-9010 : I-630 SC-2, Fuel Resistive Resinous Flooring Please provide specification for SC-2 Fuel Resistive Resinous Flooring.

ANSWER: Please see Amendment 0002 for addition of specification section 09 67 23.15.

19. Ref. Drawing: P-9010 CS500 Detail A1 – Typical Concrete Walk Joint Details Note 1 states to provide contraction joints spaced at 150MM (6”) max and note 2 to provide expansion joints spaced at 750MM (2’-6”) max. Please confirm joint spacing indicated or clarify if this is just a typo error.

ANSWER: Joint Spacing is a typo error. See Amendment 0002 for corrected Sheet.

Please provide the following joint spacing:

1. Provide contraction joints spaced at 1.5M (5’) max

2. Provide expansion joints spaced at 7.5M (25’) max