1314_Amend6_Issued.pdf
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- Attached to
- FY17 MCAF PAF150400 APR EXPAND AIRCRAFT PARKING APRON, ROYAL AUSTRALIAN AIR FORCE BASE DARWIN, AUSTRALIA
- Solicitation number
- N6274218R1314
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1314_Amend6_Issued.pdf
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| 1314_Amend2_Issued.pdf | ||
| 1314_Amend1_Issued.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
RFP N62742-18-R-1314, WON# 1396553, FY17 MCAF PROJECT PAF150400 APR EXPAND AIRCRAFT PARKING APRON, ROYAL
AUSTRALIAN AIR FORCE (RAAF) BASE DARWIN, AUSTRALIA
Amendment No. 0006 is continued on page 2.
1. CONTRACT ID CODE PAGE OF PAGES
1 3
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 N6274218R1314
X 9B. DATED (SEE ITEM 11)
21-Nov-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 Xis 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 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
30-Jan-2018
CODE
NAVFAC PACIFIC
A-E/CONSTR CONTRACTS BRANCH (CODE ACQ31)
258 MAKALAPA DR STE 100
JBPHH HI 96860-3134
N62742 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
N6274218R1314 Amendment No. 0006
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
The following have been added:
On NAVFAC Drawing No. 17210336 (CW401)
Under “NOTES”, Note 5, delete second and third sentences and replace with “BACKFILL WITH
SATISFACTORY BACKFILL OR FILL MATERIAL TO THE BOTTOM OF THE SUBBASE COURSE LAYER
FOR THE CONCRETE PARKING APRON AND AC SHOULDER PAVEMENT. BACKFILL WITH
SATISFACTORY BACKFILL OR FILL MATERIAL TO THE BOTTOM OF THE CEMENT STABILIZED
BASE COURSE LAYER FOR THE CONCRETE SHOULDER PAVEMENT.”
On NAVFAC Drawing No. 17210337 (CW402)
Under “NOTES”, Note 5, delete second and third sentences and replace with “BACKFILL WITH
SATISFACTORY BACKFILL OR FILL MATERIAL TO THE BOTTOM OF THE SUBBASE COURSE LAYER
FOR THE CONCRETE PARKING APRON AND AC SHOULDER PAVEMENT. BACKFILL WITH
SATISFACTORY BACKFILL OR FILL MATERIAL TO THE BOTTOM OF THE CEMENT STABILIZED
BASE COURSE LAYER FOR THE CONCRETE SHOULDER PAVEMENT.”
On NAVFAC Drawing No. 17210373 (CW504)
DETAIL D1, DOWELED CONSTRUCTION JOINT, delete callout “DRILL AND GROUT EPOXY COATED
DOWEL BAR WITH GROUT RETENTION RINGS, FOR DOWEL LAYOUT PLAN, SEE DETAIL C2/CW507
AND C4/CW507” and replace with “EPOXY COATED DOWEL BAR”.
DETAIL D1, DOWELED CONSTRUCTION JOINT, NOTE, add “1.” in front of “FOR CONCRETE SHOULDER
DOWELED CONSTRUCTION JOINT…”
DETAIL D1, DOWELED CONSTRUCTION JOINT, NOTE, add the following after note 1: “2. AT BRA
TRANSITION SLAB DOWEL CONSTRUCTION JOINTS, DRILL AND GROUT EPOXY COATED DOWEL
BAR WITH GROUT RETENTION RINGS. FOR DOWEL LAYOUT PLAN, SEE DETAIL C2/CW507 AND
C4/CW507. ”
On NAVFAC Drawing No. 17210380 (CW511)
DETAIL D1, TYPICAL TRENCH DRAIN SECTION, NOTES, Note 1, delete Note 1 in its entirety and replace with “GRATE SHALL BE GALVANIZED STEEL AND SHALL BE RATED AS 3996 CLASS E LOADING”.
DETAIL D1, TYPICAL TRENCH DRAIN SECTION, NOTES, delete “5. REBAR SHALL BE GALVANIZED.”
and replace with “5. NOT USED.”
SECTION 32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY
PAVEMENTS
Paragraph 2.11.1.2 Type and Capacity
In the second sentence, replace “200 cubic meters per hour” with “75 cubic meters per hour”.
Paragraph 2.11.5 Paver-Finisher
In the first sentence, insert “Where the Contractor elects to” in front of “provide paver-finisher consisting of a …”
N6274218R1314 Amendment No. 0006
Add the following “As an alternative, hand place methodology typically utilized in Australia for airfield pavement will be acceptable.” as the second paragraph.
Paragraph 3.7.2 Membrane Curing
Add the following “As an alternative, typical curing methods utilized in Australia are acceptable provided the concrete strength requirements are met.” as the second paragraph.
(End of Summary of Changes)
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