sf30SummaryofChanges.pdf
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- Solicitation number
- W912HN-09-B-0036
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SF 30
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment0004.pdf | ||
| RevisedPlates.pdf | ||
| Revised front-end0003.pdf | ||
| 09-B-0036 0002 Revised Front-End.pdf | ||
| 09-B-0036 Lock Dam 1 Hole 0002.pdf | ||
| Amdt002RevisedPlans.pdf | ||
| Amendment0001.pdf | ||
| CFLD1_ScourHole_Plans.pdf | ||
| SPECIFICATIONS.pdf |
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W81LJ892462328
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 Number W912HN-09-B-0036, Entitled Scour Hole Repair, Miscellaneous Paving and Boat Ramp Replacement, Lock & Dam No. 1, Cape Fear River, Bladen County, North Carolina is Amended as Follow s:
1. The Time and Date set for Bid Opening remains unchanged by this Amendment.
2. See Summary of Changes.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Dec-2009
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 W912HN-09-B-0036
X 9B. DATED (SEE ITEM 11)
13-Nov-2009
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 2 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
14-Dec-2009
CODE
U.S. ARMY ENGINEER DISTRICT SAVANNAH
ATTN: DANNY KISSAM
69 DARLINGTON AVENUE
910-251-4424 (FAX) 910-251-4454
WILMINGTON NC 28403
W912HN 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912HN-09-B-0036
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
CLIN 0011
The CLIN description has changed from PERFORMANCE AND PAYMENT BONDS to RESERVED
PARKING SIGNS.
The CLIN extended description has changed from ARRA FUNDED. to IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIOINS. ARRA FUNDED..
CLIN 0012 is added as follows:
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0012 10 Each
CONCRETE WHEEL STOPS IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS. ARRA FUNDED.
FOB: Destination
NET AMT
CLIN 0013 is added as follows:
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0013 1 Lump Sum
PERFORMANCE AND PAYMENT BONDS ARRA FUNDED
FOB: Destination
NET AMT
The following have been modified:
TOTAL AMOUNT
TOTAL AMOUNT OF LINE ITEMS 0001-0013 $____________________
NOTICE TO BIDDERS
PRE-AWARD INFORMATION
Contracts shall be awarded to the responsible prospective contractors.
Before award, to be determined responsible, a prospective contractor must furnish:
THE FOLLOWING INFORMATION MUST BE SUBMITTED WITH BID
a. Currect Financial Statement
b. Furnish a completed Small Business Subcontracting Plan in accordance with FAR
52.219-9 (Large Business Only)
NOTE 1:
1. This contract action requires products and/or services that are funded under the American Recovery and Reinvestment Act of 2009 (ARRA).
2. Contract Line Items using ARRA funds will be identified on the contract award document.
3. See ARRA contract clauses and ARRA reporting requirements.
NOTE 2:
Update Notice for Recipients of American Recovery and Reinvestment Act (Recovery Act) funds
The online recipient reporting tool is expected to be available for the quarterly report due October 10, 2009!
Section 1512(f) of the Recovery Act requires recipient reporting to begin 180 days after enactment, and for reports to be submitted by recipients 10 days after the end of each calendar quarter. This results in an initial statutory reporting deadline of October 10, 2009, with quarterly reports due 10 days after the end of each calendar quarter thereafter.
Federal Contractors are not required to report on July 10, 2009 (see FAR 52.204-11).
However, federal contractors who submit an invoice prior to June 30, 2009 for Recovery Act funded contract performance should maintain the data required by FAR 52.204-11.
Cumulative reporting will begin with the October 10th reporting deadline. Check back with this site often for updates and monitor finalization of the interim rule published in the Federal Register at 74 FR 14639.
Grant, Cooperative Agreement, and Loan Recipients should also maintain the data required for a July 10, 2009 report in order to report cumulatively beginning with the October 10th reporting deadline. Check back with this site often for updates and monitor finalization of the interim rule published in the Federal Register at 74 FR 18449 and the supplemental notice published at 74 FR 14824. OMB will work with agencies to determine the most appropriate method for collecting information from recipients for July 10th reporting.
Page of
SECTION 32 22 13.38 – STONE
Delete existing SECTION Page 3 in its entirety and replace with enclosed revised Page.
NOTE:
Text that is added or revised by this amendment is replaced in its entirety and underlined and/or printed in bold and/or stamped appropriately.
The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.
DRAWINGS
Delete existing Plates P-2 and P-6 in their entirety and replace with enclosed revised Plates.
(End of Summary of Changes)
Encls As stated
Scour Hole Repair, Miscellaneous Paving & Boat Ramp W912HN-09-B-0036 Lock & Dam No. 1, Cape Fear River, Bladen County, NC ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. Use the following for rounding to nearest whole ton: 0.01 to
0.49 round down; 0.50 to 0.99 round up. The riprap, underlayer stone and armor stone will be measured for payment by being weighed on approved scales before being transported to the job site. Quarry weights will not be accepted. Scales shall be of sufficient length to permit simultaneous weighing all axle loads and shall be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. The scales shall be certified as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. The Contractor shall furnish the scales.
If commercial scales are readily available in close proximity of the construction site, the Contracting Officer may approve the use of the scales. The stone shall be weighed at the Contracting Officer's convenience and in his presence. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights. Unless pre-approved by the Contracting Officer, stone placed outside the dimensions indicated on plans will not be included in the quantity for payment.
1.4.2 Payment
1.4.2.1 Class B Riprap - Boat Ramp and Pipe Outlet
Payment will be full compensation for furnishing, transporting, stockpiling (if applicable) and placing the 5-inch to 12-inch stone and other items necessary and incidental to the work. Payment for the stone will be at the contract unit price for bid item "Riprap" as listed in the Bidding Schedule.
1.4.2.2 Underlayer Stone - Scour Hole
Payment will be full compensation for furnishing, transporting, stockpiling (if applicable) and placing the 5-inch to 12-inch underlayer stone and other items necessary and incidental to the work. Payment for underlayer stone will be at the contract unit price for bid item "Underlayer Stone" as listed in the Bidding Schedule.
1.4.2.3 Armor Stone - Scour Hole
Payment will be full compensation for furnishing, transporting, stockpiling (if applicable) and placing the granite armor stone and other items necessary and incidental to the work. Payment for armor stone will be at the contract unit price for bid item "Armor Stone" as listed in the Bidding Schedule.
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Granite/Gneiss
All stone shall be granite/gneiss. The following criteria apply to the stone in addition to those noted elsewhere. The stone shall be dense and free from porous structure. The stone shall be furnished in random sizes ranging in weight as indicated in subparagraph Stone Size and Gradations below.
SECTION 32 22 13.38 Page 3 (Revised by Amendment No. 0003)
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