10-B-0010-0007.pdf
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- Solicitation number
- W912DS-10-B-0010
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Amendment 0007
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| File | Type | Posted |
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| W912DS-10-B-0010-0006.pdf | ||
| W912DS-10-B-0010-0005.pdf | ||
| Appendix C.pdf | ||
| Amendment 0004.pdf | ||
| Amendment 0003.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| Solicitation PDF.pdf | ||
| 20100713 YonkersAve_Tuck_Dwg set with Ref_Dwgs_Stamped.pdf | ||
| 20100713 Specifications.pdf |
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W16ROE01600695
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
The purpose of this amendment to W912DS-10-R-0010 is to:
a. Notify the offerors that discussions are completed and request Final Proposal Revisions. Revisions are due no later than 21 September 2010 at 10:00 A.M EST. Revised proposals should be sent via e-mail to Renee George renee.george@usace.army.mil or Albert Rumph albert.c.rumph@usace.army.mil
Note: Offeror must acknow ledge receipt of this amendment by the date specified in the proposal (or as amended) by one of the follow ing methods: in the space provided on the SF 1442, by separate letter, or by telegram by signing block 15 below . FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE SUBMISSION, MODIFICATION, REVISION, AND WITHDRAWAL OF PROPOSALS (FAR 15.208)
1. CONTRACT ID CODE PAGE OF PAGES
J 1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 20-Sep-2010
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 W912DS-10-B-0010
X 9B. DATED (SEE ITEM 11)
14-Jul-2010
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 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 T HE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. T HIS CHANGE ORDER IS ISSUED PURSUANT T O: (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
20-Sep-2010
CODE
US ARMY CORPS OF ENGINEERS, NEW YORK
26 FEDERAL PLAZA, RM 1843
NEW YORK NY 10278-0090
W912DS 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912DS-10-B-0010
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
The following have been added by full text:
AMENDMENT 0007
b. The final proposal revisions shall be in writing. The Government intends to make award without obtaining further revisions. Offerors shall submit a complete revised price schedule, a copy of this amendment acknowledged, and any revisions to their proposal. If changes are needed to Volume 1 each addition or revision page should have “Final Proposal Revisions Village of Tuckahoe NY Section 14 Streambank Project W912DS-10-R-0010, Volume 1, dated (included dated submitted)” as a Header on each page. Offerors only need to submit additional information or revisions to their original proposal.
c. Revised proposals should be sent via e-mail to Renee George renee.george@usace.army.mil or Albert Rumph albert.c.rumph@usace.army.mil
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
7001 1 Lump Sum
FFP
All work complete in accordance with the drawings and specifications but not including without limitation the work indicated or specified under Option 1, Option 2, Option 3 or Option 4. Under the Base Bid, the Contractor shall include all work for the complete construction of the concrete retaining wall and complete construction of the steel sheet pile combination bulkhead, including cutting the steel sheets to the elevation specified on the drawings in preparation for cap installation.
FOB: Destination
MILSTRIP: W16ROE01600695
PURCHASE REQUEST NUMBER: W16ROE01600695
NET AMT
7002 1 Lump Sum OPTION Option 1
FFP
Provision of all work for the complete construction of the steel sheet pile scour protection bulkhead and the steel sheet pile scour protection bulkhead steel cap.
This price shall include but is not limited to; purchase and supply of all bulkhead, cap and concrete fill materials, temporary support of sheet pile during placement of concrete fill, temporary removal and existing riprap as required prior to sheet pile placement and replacement of riprap after bulkhead construction, welded plates installed over lifting holes to seal holes, installation of concrete fill, complete installation of the steel cap and all protective coatings specified.
7003 1 Lump Sum OPTION Option 2
FFP
Provision of all work for costs associated with the purchase, supply and delivery only of all of the materials required to construct the cast-in-place concrete cap for the steel sheet pile combination bulkhead, with the exception of the concrete itself and any formwork required for construction and any costs associated with the cast-in-place cap installation. This includes, but is not limited to, costs associated with, ties, reinforcement, and accessories in accordance with the contract drawings and specifications. Additionally, the Contractor shall be responsible for storing these materials in the designated staging areas and protecting them from damage, for submitting the appropriate shop drawings, certificates and any other submittals required for the materials supplied.
7004 1 Lump Sum OPTION Option 3
FFP
Provision of all work for the complete construction of the cast-in-place concrete cap to be installed at the steel sheet pile combination bulkhead, with the exception of requirements as specified in Option 2. This work shall include, but is not limited to; the purchase and supply of all materials and equipment required for construction, except as noted above, all required submittals, any testing associated with this construction and complete installation of the cap. Concrete, as excluded in Option 2, shall be included as part of the complete construction of the cast-in-place concrete cap. Additionally, under this Option the Contractor is responsible for installing all anchorage and base plates and ensuring proper fit up of the new steel-two rail railing. The Village of Tuckahoe will be responsible for installation of the remaining railing components. If this Option is not awarded to the Contractor, the Village of Tuckahoe will perform the complete cast-in-place concrete cap construction.
7005 1 Lump Sum OPTION Option 4
FFP
Provision of all work to purchase and supply ONLY the two-rail steel railing.
Installation of the two-rail steel railing, in its entirety, shall be by the Village of Tuckahoe. Option 4
TOTAL BASE (CLIN 7001) $________________
TOTAL OPTION (CLINS 7002 through 7005) $_______________
TOTAL BASE PLUS OPTIONS (CLINS 7001 through 7005) $________________
NOTES:
1. The lowest offeror for purposes of award will be the technically acceptable responsible Offeror offering the lowest Base Amount and the Optional Bid Amount for all Items.
2. Any price for items indicated above which are materially unbalanced as to price for the Base CLINS and the Optional Items may be rejected. An unbalanced proposal is one, which is based on price significantly less than cost for some work and price which is significantly overstated for other work.
3. Offerors are required to provide prices on all items or their proposal will be rejected.
4. Offerors are reminded that they must provide prices on the issued plans and specifications as amended. Any deviations, conditions, or amendments made by the offeerors thereto may render the proposal non-responsive and be cause for its rejection.
5. Optional items, if awarded will be as follows:
6. Option 1 - CLIN 7002, Steel Sheet Pile Scour Protection Bulkhead and Steel Sheet Pile Scour Protection Bulkhead Steel Cap, to be awarded within 45 calendar days from issuance of Base CLINs NTP date. No additional time shall be added to the contract.
7. Option 2 - CLIN 7003, Purchase and Supply Only of All Materials Required to Construct the Cast-In-Place Concrete Cap for the Steel Sheet Pile Combination Bulkhead, to be awarded within 45 calendar days from issuance of Base CLINs NTP date. No additional time shall be added to the contract.
8. Option 3 - CLIN 7004, Construction of the Cast-In-Place Concrete Cap for the Steel Sheet Pile Combination Bulkhead, to be awarded within 45 calendar days from issuance of Base CLINs NTP date. No additional time shall be added to the contract.
9. Option 4 - CLIN 7005, Two-Rail Steel Railing, to be awarded within 45 calendar days from issuance of Base CLINs NTP date. No additional time shall be added to the contract.
(End of Summary of Changes)
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