Amendment_0005_0005.pdf
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- Solicitation number
- 140P2024R0045
About this file
This document is an amendment to a solicitation for the Apostle Islands National Park project to rehabilitate the waterfront at Little Sand Bay and Devils Island, and reconstruct the boathouse. The amendment provides revised drawings for the Little Sand Bay dredging plan.
Key details include:
- Solicitation number: 140P2024R0045
- Description: Rehabilitate Waterfront at Little Sand Bay and Devils Island, Reconstruct Boathouse
- Agency: Department of the Interior National Park Service National Office
- The purpose of this amendment is to provide a revised Sheet CT1.2 for the Little Sand Bay dredging plan. All other terms and conditions of the solicitation package remain unchanged.
- The amendment includes detailed requirements for the dredging work, including pre- and post-dredge survey requirements, dredging disposal plan, and acceptable tolerances.
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(x)
140P2024R0045 x x
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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
PDS
Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy NPS, DSC Contracting Services Div
04/11/20240005
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
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
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
02/19/2024
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
The purpose of this Amendment is to provide revised Sheet CT1. All other terms and conditions of the solicitation package remain unchanged and in full effect.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
Edwin Berry
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
LSB DREDGE PLAN
Feet 0 30 60
APOSTLE ISLANDS NATIONAL LAKESHORE
REHABILITATE WATERFRONT AT LITTLE
SAND BAY AND DEVILS ISLAND,
RECONSTRUCT BOATHOUSE
Morris Text Box Additional Dredging Notes:
- Contractor shall submit a Dredging Disposal Plan to the CO a minimum of thirty (30) calendar days prior to any dredging work being performed.
- Multibeam survey technology shall be utilized for the collection of bathymetry survey data. Contractor shall submit to Contracting Officer (CO) proposed vessel, survey technologies, and qualified personnel a minimum of fourteen (14) calendar days prior to any dredging work being performed.
- Fourteen (14) calendar days prior to any dredging work being performed the contractor shall provide written Notice of Start of Dredging to the Contracting Officer (CO).
- The Contractor shall perform all pre-dredge survey work and submit results to the CO seven (7) calendars prior to mobilization for the pre-dredge work.
- The collected survey data shall be post-processed into a 2 foot by 2 foot matrix using the average depth of all depths recorded in a cell. This approach will be utlized for the TIN volume computations, following the procedures outlined in EM 1110-2-1003.
- The volume for measurement will include the material within side slopes, less any deductions that may be required for misplaced material.
- Post-dredge surveys shall be submitted to the CO for final acceptance 7-days prior to demobilization of the dredging equipment. Should any shoals, lumps or other lack of contract depth be disclosed by this examination, the Contractor is required to remove the shoals, lumps, or other lack of contract depths by dredging at no additional cost to the Government.
- Contractor is required to perform both pre- and post-bathymetric surveys for storm events which are anticipated to generate >5 foot significant wave heights approximately 500 feet offshore from the project site. These surveys shall be conducted as incidental to the Unit Price for Dredging. The surveys will provide a quantification of whether the additional materials have moved into the dredge area.
Morris Text Box Revised by Zachary L. Morris Date: April 29, 2024
WI PE #46641-6
| Revised Sheet CT1.2.pdf |
| Sheets and Views |
| COVER |
| VIEW |
| G0.0 PROJECT VICINITY MAP |
| G0.1 STAGING PLAN |
| G0.2 ROYS POINT MARINA LAY DOWN PLAN |
| G0.3 LSB CLIN DEFINITION |
| G0.4 DI CLIN DEFINITION |
| CT0.0 CIVIL TRANSPORTATION NOTES |
| CT0.1 CIVIL TRANSPORTATION NOTES |
| CT0.2 CIVIL TRANSPORTATION NOTES |
| S0.1 LSB TIMBER VIEWING PLATFORM NOTES |
| S0.2 DI BOATHOUSE NOTES |
| C1.0 LSB DEMOLITION PLAN |
| C1.1 LSB SITE PHOTOS |
| C1.2 LSB BREAKWATER DOCK REHABILITATION SECTIONS |
| C1.3 LSB SITE PLAN |
| C1.4 LSB GRADING PLAN |
| C1.5 LSB SWITCHBACK AND RORO PROFILES |
| C1.6 LSB SITE DETAILS |
| CT1.0 LSB DOCK PLAN |
| CT1.1 LSB CONCRETE JOINTING PLAN |
| CT1.2 LSB DREDGE PLAN |
| CT1.3 LSB FRAMING & SECTIONS |
| CT1.4 LSB DOCK SECTIONS |
| CT1.5 LSB SECTIONS & CONNECTIONS |
| CT1.6 LSB CONNECTION DETAILS |
| CT1.7 LSB CLEAT DETAILS |
| CT1.8 LSB CONNECTION DETAILS |
| CT1.9 LSB WATER QUALITY DETAILS |
| CT1.10 LSB FINGER PIER DETAILS |
| CT1.11 LSB BULLNOSE DETAILS |
| CT1.12 LSB SHEET PILE DETAILS |
| CT1.13 LSB SLAB AND CONNECTION DETAILS |
| CT1.14 LSB DOCK SECTIONS |
| CT1.15 LSB CONNECTION DETAILS |
| CT1.16 LSB CLOSURE PLATE DETAILS |
| S1.0 LSB VIEWING PLATFORM PLAN & PROFILE |
| S1.1 LSB VIEWING PLATFORM STRUCTURAL SECTIONS |
| S1.2 LSB VIEWING PLATFORM RAILING DETAILS |
| S1.3 LSB VIEWING PLATFORM RAILING DETAILS |
| S1.4 LSB VIEWING PLATFORM FENCING DETAILS |
| S1.5 LSB VIEWING PLATFORM FENCING DETAILS |
| C2.0 DI DEMOLITION PLAN |
| C2.1 DI SITE PHOTOS |
| C2.2 DI SITE PLAN |
| C2.3 DI WEST DOCK PROFILE |
| C2.4 DI EAST DOCK PROFILE |
| C2.5 DI RETAINING WALL PROFILE |
| C2.6 DI WEST DOCK EXISTING XSECTIONS |
| C2.7 DI WEST DOCK EXISTING XSECTIONS |
| C2.8 DI EAST DOCK EXISTING XSECTIONS |
| C2.9 DI EAST DOCK EXISTING XSECTIONS |
| C2.10 DI WEST DOCK PROPOSED XSECTIONS |
| C2.11 DI WEST DOCK PROPOSED XSECTIONS |
| C2.12 DI EAST DOCK PROPOSED XSECTIONS |
| C2.13 DI EAST DOCK PROPOSED XSECTIONS |
| CT2.0 DI MARINE STRUCTURAL SITE PLAN |
| CT2.1 DI WALL AND CRIB DETAILS |
| CT2.2 DI CRIB LEVELING |
| CT2.3 DI TIMBER CRIB DETAILS |
| CT2.4 DI CRIB CONNECTION DETAILS |
| CT2.5 DI TOE STONE ANCHORAGE DETAILS |
| S2.0 DI BOAT HOUSE FLOOR PLAN AND SECTION |
| S2.1 DI BOAT HOUSE ROOF AND FRAMING PLAN |
| S2.2 DI BOAT HOUSE FOUNDATION DETAILS |
| S2.3 DI BOAT HOUSE DETAILS |
| S2.4 DI BOAT HOUSE ELEVATIONS |
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