Am_0002_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf
PDF 14 MB Posted
- Attached to
- Avondale Phase II Seepage project Federal contract opportunity
- Solicitation number
- W912P821B0065
About this file
This federal contract opportunity solicitation seeks sheet pile installation services along the Mississippi River Levee in Jefferson Parish, Louisiana. The Avondale Phase II Seepage project will install steel sheet piling from river mile 108 to river mile 107 to depths of up to 41 feet below grade along approximately 1,000 feet of levee. Sheet piles will range from 59 to 61 feet in length depending on location. The Department of the Army Corps of Engineers Engineering District New Orleans is the issuing agency. Responses are due under solicitation number W912P821B0065 by the unspecified date listed. Award timing was not provided.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_ Bid Abstract._21B0065 (SAM).pdf | ||
| Am 0004_Avondale Seepage Control Phase II.pdf | ||
| Am_0003_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf | ||
| Am_0001_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf | ||
| A21 - Solicitation.pdf | ||
| Avondale Seepage Control Project PHII Plans.pdf |
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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
FAR (48 CFR) 53.243
The subject solicitation for Avondale Phase II Seepage B/L sta.387+00 to B/L sta. 410+00 .is hereby amended as follow s:
1.) Provides Government responses to bidder questions on attached pages.
2.) Prospective contractors are required to be registered in SAM at the time an offer is submitted in order to comply w ith the annual representations and certif ications requirements. Refer to FAR 4.1102 for additional guidance.
3.) To provide a draw ing change, as stated in attached.
***PLEASE ACKNOWLEDGE THIS AMENDMENT AND SUBMIT WITH YOUR BID***
1. CONTRACT ID CODE PAGE OF PAGES
1 7
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 16-Aug-2021
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 W912P821B0065
X 9B. DATED (SEE ITEM 11)
23-Jul-2021
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 X is extended, 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 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
16-Aug-2021
CODE
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT, ROOM 172
7400 LEAKE AVE.
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P821B0065
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
AMENDMENT 00002
SOLICITATION PAGE
Page 5/204. Insert the following virtual bid opening conference call-in information:
Via website: https://usace1.webex.com/meet/christopher.nuccio
Via call-in:
+1-844-800-2712 US Toll Free
+1-669-234-1177 US Toll
Access code: 199 853 3052
Audio PIN: 2468
CONTRACTOR QUESTIONS AND GOVERNMENT RESPONSES
Insert Contractor questions and Government responses.
SECTION 32 12 16 .00 12
Page 9, paragraph 3.7.1. Delete this paragraph in its entirety and substitute the following therefore:
“3.7.1 Placement
The asphaltic concrete pavement shall consist of 4 inches of wearing surface, and 4 inches of binder course. The binder course shall be provided as needed to bring the road surface to the required elevations. Placing of asphaltic mixtures shall be in accordance with the specified lift thicknesses and in accordance with LSSRB 501.07.”
DRAWINGS
SHEET IDENTIFICATION Nos. G-05, C-01, C-02, and C-04. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G-05, C- 01, C-02, and C-04, therefore.
W912P821B0065
Bidders Questions and Responses
1. Bidder Question: Can USACE please provide the geotechnical report for Avondale Phase II
- W912P821B0065?
USACE Response: It has been determined that providing the full geotechnical report to prospective bidders is not required. Therefore, it will not be provided. However, the Government is amendable to providing answers to specific questions regarding soil properties as long that the question(s) are submitted prior to the established deadline.
2. Bidder Question: Is there a plan holders list for this project?
USACE Response: The plan holders list is located on beta.sam under the posted solicitation.
3. Bidder Question: Specifications require a traffic control device plan (TCDP) designed and stamped by a Professional Engineer, considering the work is located on a private road - will the USACE still require the TCDP to be designed and stamped by a Registered Professional Engineer?
USACE Response: Yes, a stamped TCDP will be required.
4. Bidder Question: Amendment 1 - 01100-10 details installing new electrical conduits. No conduits are shown or noted to be installed on the plans. Please advise.
USACE Response: Current electrical line is overhead and will be relocated by owner in conduit concurrent with construction. Sheet G-05 will be revised to address this question.
5. Bidder Question: Asphaltic Pavement Spec Section 32 12 16 .00 12 paragraph 3.7.1 states, "asphaltic concrete pavement shall consist of 2 inches of wearing surface, and 2 inches of binder course" for a total of 4" thick Asphaltic Pavement. Plan Sheet ID C-06 provides typical asphalt sections, all requiring 8" thick Asphaltic Pavement. Specs and Plans don't align, please advise.
USACE Response: The specifications will be revised to match Sheet C-06’s typical asphalt section.
6. Bidder Question: 52.236-4(c) Transportation Facilities states jobsite shall be accessed via LA Hwy 18 (River Rd).
Plans show an additional access road via State Highway 541 (River Rd). Will the contractor be allowed to access the jobsite via State highway 541 as well?
USACE Response: No, access will only be through the main gate. Sheet C-04 will be revised to show no access.
7. Bidder Question: This RFI pertains to the sheet pile section specified on the above referenced project. A comparable section to the PZ-27 sheet is the PZC-18. I have attached data sheets showing the strength characteristics and a comparison to the PZ sheet showing the PZC 18 exceeds the requirements of the PZ-27. These sheets are approved by USACE and all DOTs alike in the US. Also, we now roll all sheets to grade 60 instead of grade 50. Will the PZC-18 be allowed to bid as an alternate?
USACE Response: If the substitute sheet pile meets or exceeds the requirements on the specifications, then the contractor may substitute for the PZ-27 sheet pile.
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SHEET ID
®of Engineers
US Army Corps
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REMOVE BY CONTRACTOR409+48.35AVONDALEUNDERGROUND ELECTRICAL LINEE-04DO NOT DISTURB394+08.20AVONDALEJUNCTION BOXJ-29
DO NOT DISTURB409+17.49AVONDALEJUNCTION BOXJ-28DO NOT DISTURB406+09.35AVONDALEJUNCTION BOXJ-12
DO NOT DISTURB409+74.24AVONDALEMANHOLEMH-07DO NOT DISTURB406+0755AVONDALEJUNCTION BOXJ-11
DO NOT DISTURB409+72.37AVONDALEJUNCTION BOXJ-27DO NOT DISTURB406+02.03AVONDALEJUNCTION BOXJ-10
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DO NOT DISTURB409+43.60AVONDALEMANHOLEMH-06DO NOT DISTURB394+56.46AVONDALECATCH BASINCB-03
DO NOT DISTURB409+31.24AVONDALEJUNCTION BOXJ-25REMOVE BY CONTRACTOR394+86.44AVONDALEUNDERGROUND ELCTRICAL LINEE-03
DO NOT DISTURB409+29.30AVONDALECOMMUNICATION EQUIPMENTCE-06DO NOT DISTURB394+91.45AVONDALEJUNCTION BOXJ-09
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DO NOT DISTURB407+85.00AVONDALEJUNCTION BOXJ-21DO NOT DISTURB391+77.42AVONDALEJUNCTION BOXJ-03
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DO NOT DISTURB407+85.11AVONDALEJUNCTION BOXJ-19
CONSTRUCTION
CONCURRENT WITH
CONDUIT UNDERGROUND
TO BE RELOCATED BY OWNER IN
391+46.79AVONDALEOVERHEAD ELCTRICAL LINEE-02
DO NOT DISTURB407+79.46AVONDALECOMMUNICATION EQUIPMENTCE-03DO NOT DISTURB391+17.05AVONDALEJUNCTION BOXJ-02
DO NOT DISTURB407+73.91AVONDALECATCH BASINCB-05DO NOT DISTURB391+26.03-391+62.57AVONDALEOVERHEAD COMMUNICATION LINEC-02
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DO NOT DISTURB407+23.38AVONDALEJUNCTION BOXJ-17DO NOT DISTURB390+58.53AVONDALECATCH BASINCB-02
DO NOT DISTURB407+26.94AVONDALECOMMUNICATION EQUIPMENTCE-02DO NOT DISTURB390+53.20AVONDALEFIRE HYDRANTH-01
DO NOT DISTURB407+16.72AVONDALEMANHOLEMH-03DO NOT DISTURB389+99.21AVONDALEOVERHEAD COMMUNICATION LINEC-01
DO NOT DISTURB406+98.70AVONDALEJUNCTION BOXJ-16REMOVE BY CONTRACTOR389+96.30AVONDALEUNDERGROUND ELECTRICAL LINEE-01
DO NOT DISTURB406+47.19AVONDALEMANHOLEMH-02DO NOT DISTURB389+55+00AVONDALECATCH BASINCB-01
DO NOT DISTURB406+45.11AVONDALEJUNCTION BOXJ-15DO NOT DISTURB389+03.37AVONDALEROAD SIGNRS-03
DO NOT DISTURB406+36.79AVONDALEJUNCTION BOXJ-14DO NOT DISTURB388+11.37AVONDALEROAD SIGNRS-02
DO NOT DISTURB406+24.53AVONDALEJUNCTION BOXJ-13DO NOT DISTURB387+00 - 388+00.54AVONDALEDRAIN INLETI-01
DO NOT DISTURB406+15.50AVONDALEMANHOLEMH-01DO NOT DISTURB387+91.70AVONDALEJUNCTION BOXJ-01
DO NOT DISTURB406+05.62AVONDALECOMMUNICATION EQUIPMENTCE-01DO NOT DISTURB387+24.33AVONDALEROAD SIGNRS-01
DISPOSITIONSTATIONOWNERDESCRIPTIONITEMDISPOSITIONSTATIONOWNERDESCRIPTIONITEM
UTILITIES TABULATION
File details come from the government source that posted it. Updated .