A7 Attachment 1 Informational Page_0007.pdf
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- Attached to
- Big Sandy Dam Reservoir Enlargement
- Solicitation number
- 140R4020R0015
About this file
This informational page provides details for Amendment 0007 to Solicitation 140R4020R0015 from the Department of the Interior Bureau of Reclamation for the Big Sandy Dam Reservoir Enlargement project. The amendment revises drawings, addresses a question regarding waterstop placement, and reminds offerors that only electronic submissions will be accepted by the October 28, 2020 deadline. The magnitude of the project is between $10 million and $25 million. A bid guarantee is required and the solicitation is set aside for small businesses. The associated NAICS code is 237990 for heavy and civil engineering construction with a size standard of $39.5 million.
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SOLICITATION NO. 140R4020R0015
AMENDMENT 0007
BIG SANDY DAM
RESERVOIR ENLARGEMENT
INTERIOR REGION 7 • UPPER COLORADO BASIN
SALT LAKE CITY REGIONAL OFFICE
ACQUISITION MANAGEMENT DIVISION
PROVO AREA OFFICE PROJECT
SOLICITATION NO. 140R4020R0015 BIG SANDY DAM RESERVOIR ENLARGEMENT
INFORMATIONAL PAGE
The purpose of Amendment 0007 is as follows:
1. Provide an answer to Amendment 0006 Question 10 which can be found on page 4 of the document titled
A7 Attachment 1 Informational Page.
2. The following drawings have been revised and are now available as attachments to this amendment. The revised pages are titled as follows:
• A7 Attachment 2 Revised Page 37_153-D-60037
• A7 Attachment 3 Revised Page 38_153-D-60038
• A7 Attachment 4 Revised Page 39_153-D-60039
• A7 Attachment 5 Revised Page 43_153-D-60043
• A7 Attachment 6 Revised Page 47_153-D-60047
3. Past Performance Questionnaire’s (PPQ) are being received by the Contracting Officer for several different firms. If the firm name on the PPQ does not match the name of the firm who will be proposing as the prime contractor on this project (ex: a PPQ for a subcontractor), please inform the Contracting Officer by email at lrock@usbr.gov and include the following: 1) Name of the Firm on the PPQ, 2) Name and email of the person who sent it to the Contracting Officer, and 3) Name of the prime contractor that the PPQ should be included with during the Government’s review.
REMINDERS
1. Point of Contact:
Name: Ms. Lynette H. Rock, Contracting Officer Email: lrock@usbr.gov Phone: 385-228-8535
All correspondence and voicemails must reference Solicitation No. 140R4020R0015 Big Sandy Dam Reservoir Enlargement. Please do not send any correspondence via beta.sam.gov or any other system as it will not be received.
2. Proposal Due Date: Wednesday, October 28, 2020 Proposal Due Time: 1400 (2:00 PM) Mountain Time
ONLY ELECTRONIC SUBMISSIONS WILL BE ACCEPTED for this Solicitation. Please see WBR 1452.215-81 for submission information.
3. Solicitation No. 140R4020R0015 is a TOTAL SMALL BUSINESS SET-ASIDE (please see 52.219-6 for more information) and shall be procured in accordance with Parts 15 and 36 of the Federal Acquisition Regulation (FAR). The Solicitation document, as a whole, and the Attachments in Section J provide specific information for the work required under this solicitation.
Please thoroughly read 52.219-14 “Limitations on Subcontracting (Deviation 2019-01)” to ensure that the Small Business Prime Contractor meets the performance of the contract percentage requirements as outlined within 52.219-14(e)(3).
4. The associated NAICS Code is 237990 Other Heavy and Civil Engineering Construction with a Size Standard of $39.5M to classify as a Small Business.
5. In accordance with FAR 36.204 and supplemented by WBR 1436.204 “Disclosure of the Magnitude of Construction Projects,” the magnitude of this project is between $10,000,000 and $25,000,000.
6. A Bid Guarantee is required for this Solicitation. Please see Standard Form 1442 Box 13 within Section A and 52.228-1 “Bid Guarantee” within Section L for more information.
mailto:lrock@usbr.gov mailto:lrock@usbr.gov
7. Please see WBR 1452.215-81 “General Proposal Instructions – Bureau of Reclamation” in Section L for specific guidelines on the general contents of the proposal, arrangement of proposal, separation of volumes and submission instructions.
The Contracting Officer reserves the right to remove any pages from Volumes I and II which contain pricing information; therefore, do not include ANY pricing information within Volumes I and II. All pricing information shall be submitted under Volume III as specified within the Reclamation Provision.
8. Please see WBR 1452.215-82 “Technical Proposal Instructions – Bureau of Reclamation” in Section L for Technical Proposal format, general content, and all Evaluation Factors and Subfactors with their commensurate criteria.
Please see WBR 1452.215-85 “Evaluation Factors for Award Quality Predominance – Bureau of Reclamation” in Section M for the relative importance of the factors and all Evaluation Factors and Subfactors with their commensurate evaluation standard.
Please see WBR 1452.215-83 AI “Pricing Proposal Instructions – Bureau of Reclamation (Alternate I)” in Section L for specific Pricing Proposal information, format and content requirements and other pertinent information.
9. As of Amendment 0005, the Bureau of Reclamation is no longer FedConnect. The Solicitation and Amendments 0001 through 0004 can still be found on fedconnect.net; however, beginning with Amendment 0005 and onward, all documents for this project will only be available on beta.sam.gov.
QUESTIONS AND ANSWERS
TECHNICAL RELATED
Amendment 0006 Question 10: Sheet 153-D-60036 Detail 2 and Sheet 153-D-60043 Detail 1 calls for 6” water stop at the Inlet and Impact Basin interface with the Pipe encasement. 40-D- 60003 General Notes cover portion attached calls for 2” minimum clearance on bar #8 or less.
The 3” projection of the 6” water stop into the structure will be in conflict with the rebar. How will this be addressed so it can be constructed per the specifications?
a. The waterstop has been revised at the inlet structure and at the impact basin to avoid interference Additionally, the reinforcement around the waterstop at the inlet structure headwall has been revised. Please see Drawing 40-D-60003 which provides additional guidance on placing reinforcement around the waterstop. The following drawings have been revised and are included as attachments to this amendment: 153-D-60037, 153-D60038, 153-D-60039, 153-D-60043, and 153- D-60047.
| 140R4020R0015 A0007 Title Page.pdf |
| SOLICITATION NO. 140R4020R0015 |
| AMENDMENT 0007 |
| BIG SANDY DAM |
| RESERVOIR ENLARGEMENT |
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