Amendment A005.pdf
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- Attached to
- AK FS CNF 1015(2), Russian River Campground Access Phase 2 Federal contract opportunity
- Solicitation number
- 69056722B000007
About this file
This amendment modifies a solicitation for a construction project. The modification revises plans and drawings for a campground access project located along the Russian River in Alaska. The work includes excavation, culvert installation, riprap placement, and other drainage improvements. Project quantities and pay item numbers are provided. The amendment changes allowable pipe materials for one culvert and foundation fill callouts. Revised plan sheets are included. The solicitation number is 69056722B000007 and is issued by the Department of Transportation Federal Highway Administration for the AK FS CNF 1015(2) Russian River Campground Access Phase 2 project.
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Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
N/A
PAGE
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)
A005 07/05/2022 N/A See Block 14
6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A
Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.
X
69056722B000007
9B. DATED (SEE ITEM 11)
06/07/2022
10A. MODIFICATION OF CONTRACT/ORDER NO.
N/A
10B. DATED (SEE ITEM 13)
CODE: N/A FACILITY CODE: N/A
N/A
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 Offers
(__ ) is extended, ( x ) is not extended.
Offers 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)
N/A
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.
N/A
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)
N/A
E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
AK FS CNF 1015(2), Russian River Campground Access Phase 2
See Page 2.
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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
N/A
15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070
PREVIOUS EDITION NOT USABLE
30-105 STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
Amendment No. A005, dated 07-05-2022 AK FS CNF 1015(2)
Solicitation No. 69056722B000007 Russian River Campground Access Phase 2
REVISIONS ARE AS FOLLOWS:
PLANS
Plan Sheet #G.1 Revises allowable pipe material for 18-inch culvert at 602+34 to
603+27 LT.
Plan Sheet #H.12 Revises leveling course callouts to foundation fill.
ENCLOSURES
Plan Sheets:
G.1
H.12
10.4 x 16 20301 -1900
20702 -0300
25101 -0200
25101 -0300
25101 -0400
25120 -0100
60201 -0600
60201 -0800
60201 -1000
60201 -1400
60501 -0000
60510 -1000
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REMARKS
See below for numbered notes
FEET CUYD EACH SQYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT LNFT Lt Rt 601+52 1
601+56 4 13 6 8 48 4 GS 2 2
602+34 to 603+27 LT 1 50 6 90 --- RC 3 4 605+95 1
605+97 8 27 8 42 --- GS 2 ---
609+41 10 53 16 46 --- GS 2 ---
609+46 1
610+29 11 26 8 41 --- GS 2 ---
610+34 5 1 610+40 to 611+90 LT 150 39 Outlet pipe at 611+90.
612+89 4 41 121 57 51 7 GS 1.5 1.5
615+05 4 34 103 48 51 7 GS 1.5 1
615+10 to 618+00 LT 290 39 Outlet pipe at 615+10.
617+94 6 6 4 57 38 GS 2 ---
618+80 to 622+40 LT 354 619+40 5 7 6 4 43 620+66 5 17 6 8 57
623+41 4 15 6 8 49 5 GS 2 2
623+50 to 625+20 LT 170 45 Outlet pipe at 623+50.
625+17 3 8 6 8 51 24 GS 2 3
626+00 3 4 6 8 48 17 GS 2 2
626+80 to 629+20 LT 232
626+89 7 41 6 8 66 3 GS 2 2
632+92 3 8 6 8 49 16 GS 2 2
633+00 to 634+60 LT 160 38 Outlet pipe at 633+24.
634+53 4 21 6 8 65 39 GS 2 2
635+08 6 51 6 8 63 --- GS 2 2
637+40 3 20 6 8 47 --- GS 2 2
PROJECT TOTAL 442 4 224 66 126 105 586 90 726 46 102 770 161
Allowable Pipe Material
NOTE: A Aluminum
1. Steel pipe culvert minimum wall thickness is the larger of 0.064" or the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete
2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.060" or the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic
3. Aluminum pipe culvert minimum wall thickness is the larger of 0.060" or the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
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D es ig ne d by
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STATE PROJECT
G.1
SHEET
NUMBER
FS CNF 1015(2)AK
Note: The quantities shown hereon are approximate and are subject to field adjustments.
GS
Revised by Amendment A0055
Foundation fill
Foundation fill
Foundation fill 5
5 Revised by Amendment A005
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