W91236-09-B-0022-0001.pdf
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- Solicitation number
- W91236-09-B-0022
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Amendment 0001 - Recovery - Maintenance Dredging Broad Creek Middlesex County Virginia
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Other files
| File | Type | Posted |
|---|---|---|
| 09-B-0022 BID ABSTRACT.pdf | ||
| 09-B-0022 BID ABSTRACT.pdf | ||
| W91236-09-B-0022-0002.pdf | ||
| AMENDMENT 0001.zip | ZIP file | |
| Solicitation W91236-09-B-0022.pdf | ||
| SPEC W09B0022.pdf | ||
| PLANS W09B0022 | — |
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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
RECOVERY - MAINTENANCE DREDGING, BROAD CREEK, MIDDLESEX COUNTY, VIRGINIA.
This amendment is issued to make changes as follow s:
SEE BLOCK 14 CONTINUATION PAGE
1. CONTRACT ID CODE PAGE OF PAGES
J
FAR (48 CFR) 53.243
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 19-Oct-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 W91236-09-B-0022
X 9B. DATED (SEE ITEM 11)
28-Sep-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 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 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
19-Oct-2009
CODE
USA ENGINEER DISTRICT, NORFOLK
CONTRACTING OFFICE
803 FRONT STREET
NORFOLK VA 23510-1096
W91236 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W91236-09-B-0022
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
TECHNICAL AMENDMENT
1. REVISED DRAWING: Delete drawing H-50-14-52(2) and substitute therefore the attached new drawing H-50-14-52(2).
2. SECTION 35 20 23
Page 4 and 5, delete paragraphs 3.1, 3.1.1 and 3.1.2 and substitute therefore the following new paragraphs 3.1, 3.1.1 and 3.1.2:
“3.1 REMOVAL AND PLACEMENT OF EXCAVATED MATERIAL AND
REQUIREMENTS FOR USE OF GOVERNMENT FURNISHED PLACEMENT AREA
“3.1.1 Government Furnished Upland Placement Area
“The interior and exterior of the placement area, dikes, spillboxes and associated drainage piping have been completely upgraded under separate contract prior to dredging and are expected to be adequate for the placement of dredged material proposed in this contract; however, the Contractor is responsible to insure all portions of the placement area, dikes, drainage piping and spillboxes are adequate and in proper working order before commencement of placement operations. In addition, the Contractor shall provide a steel pipe plug in the exterior opening of the 24-inch pipe culvert at the south end of the placement area for the duration of dredging and dewatering of the placement area. The pipe plug shall be manufactured for this specific use and securely installed and maintained water-tight by the Contractor in accordance with the manufacturer’s written instructions. The Contractor shall remove the pipe plug after dewatering of the placement area is complete. All data of the manufacturer verifying the pipe plug provided meets these requirements must be submitted to the government for approval prior to use. Any required clearing or grading of the interior or exterior of the placement area, repairs to dikes or spillboxes and associated drainage piping, clearing of debris from spillboxes or piping, and replacement of weir boards is the Contractor's responsibility and shall be provided at no additional cost to the Government with all associated costs for these items included as part of the Contractor's mobilization expenses. All materials repaired or replaced shall be in sizes and type to match existing as approved by the Contracting Officer. All trash and debris shall be removed and disposed in approved landfills at the Contractor's expense. Prior to commencing dredging operations, the weir boards shall be set at a height to assure a minimum ponding depth within the placement area of two feet measured at the spillbox. Additionally, for the duration of the contract the Contractor shall be responsible to maintain the placement area dikes and operate the spillbox by keeping spillway weirs at the correct level and free of trash and debris at all times to maintain:
“(1) the minimum required ponding level;
“(2) specified freeboard; and “(3) specified effluent and other water-quality standards.
W91236-09-B-0022
“The upland placement area consists of a two-part drainage system. Clarified water passing through the weir will drain into a lower tiered area of the diked placement area. All requirements of maintaining a minimum two feet of freeboard in this area shall apply as specified herein. The Contractor shall provide a suitable pump and all hydraulic pipeline to dewater this area as the work progresses. The Contractor shall be responsible to coordinate the pumping of the dredged material into the placement area with the simultaneous pumping out of the lower tiered area once clarified water has passed through the weir and reached an acceptable depth in the lower tiered area. Location of piping shall be as indicated. Type, size and location of pump shall be submitted for approval. The location of the discharge end of the effluent pipeline from the lower tiered area is approximately 2000 feet and shall conform to the detail sectional view as indicated. The discharge end of the pipeline shall be supported at a 20-degree discharge angle to the water surface with the bottom of the pipeline end at a depth of 3 feet below the water surface unless directed otherwise by the Contracting Officer. The Contractor shall provide conversion piping for the 20 degree discharge angle, flotation, and control devices as required.
“3.1.2 Placement Area Use and Maintenance During Placement Operations
“The Contractor shall install a baffle plate, spreader pipes, pocket pipes, or other approved apparatus to the discharge end of the dredge pipeline to prevent scour and washouts within the dike and at the dredge pipe outfall. The Contractor shall employ proper dredging and placement methods to ensure that adequate ponding depth is maintained and that a minimum of two feet of freeboard, measured at the minimum containment dike elevation, is maintained at all times. The contractor shall immediately notify the COR if the freeboard drops below four-feet. The Contractor shall immediately suspend dredging and placement operations in the event of any containment dike failure, if dikes are being scoured by dredging, or if dike failure appears to be imminent. The Contractor may resume work only after suitable permanent repairs to the containment dike have been made. The Contractor shall provide at least one qualified employee during daylight and at least two qualified employees at night to monitor the Contractor's dredged material placement operations, including but not limited to the discharge of material, level of ponding, freeboard, condition of the dikes, and release of effluent from the Placement Area.
Watches shall be on site during all dredged material placement operations, including dewatering of the entire placement area after the dredge stops placing material. The number of employees is expressed as a minimum; accordingly, the Contractor is responsible to provide at his expense the number of employees required to accomplish all work as indicated and specified. If during observance of his work the Contracting Officer determines the Contractor’s staff on site to be insufficient, additional employees in a number as directed by the Contracting Officer will be provided by the Contractor at his expense. Any damages that result from the negligence of the Contractor to properly manage the dredged material placement and properly maintain the containment dikes shall be fully repaired by the Contractor at his own expense. The Contractor shall leave the placement site in a well maintained condition. The spillbox shall be well maintained with the boards at the correct level and free of trash and debris at all times. During the progress of the work the Contractor shall perform grading and ditching as necessary to eliminate undrained areas within the containment area. At the completion of the scheduled work, the Contractor shall leave the spillbox in a well-maintained and operable condition to assure adequate site drainage.” (End of Summary of Changes)
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