Amendment 0001.pdf
PDF 244 KB Posted
- Attached to
- Cedar Creek Driveway Trail Bridge Replacement Federal contract opportunity
- Solicitation number
- 1095068
- Issued by
- Department of Agriculture Forest Service
About this file
This document contains questions and answers regarding Solicitation 1282B123R0045 for the Cedar Creek Driveway Trail Bridge Replacement project. The work includes replacing two trail bridges on the Bighorn National Forest in Wyoming with glulam stringer bridges with timber sills on geocell pads. Aggregate surfacing, riprap placement and all other incidental items are required to complete the project in accordance with the plans and specifications. One question sought clarification on the clear width dimensions listed for the bridges, which the Forest Service confirmed are listed in feet rather than inches as originally assumed. Another question confirmed that the updated copper naphthenate timber treatment specifications referenced in an attached document apply to the design but not this contract, which utilizes the specifications as originally stated.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0002.pdf | ||
| Attachment 2- Driveway Bridge Plans .pdf | ||
| Solicitation 1282B123R0045.pdf | ||
| Attachment 3 - Trail_Specifications.pdf | ||
| Attachment 1 - Cedar Creek Bridge Plans.pdf | ||
| Attachment 5 - Wage Determination .pdf | ||
| Attachment 4 - Schedule of Items.pdf | ||
| Synopsis.pdf |
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Text version
(x)
1282B123R0045 x x 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
82B1
WASHINGTON DC 20250-0001
1400 INDEPENDENCE AVE SW MS-1138
SPOC INTERMOUNTAIN
USDA FOREST SERVICE
65645605/15/20230001
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
05/15/2023
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 amending Solicitation 1282B123R0045, Amendment 0001, is the following:
1. Consolidated questions and answers to the Solicitation.
Please acknowledge Amendment 0001 at time of proposal.
All terms and conditions remain unchanged.
For any questions, please contact Holly Hlavac, Contract Specialist, Holly.Hlavac@usda.gov.
Period of Performance: 07/17/2023 to 11/14/2024
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)
LUCAS J. DAHLMAN
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 .
Date: 6/6/2023
SUBJECT: Questions and Answers, Solicitation 1282B123R0045 Cedar Creek Driveway Trail Bridge Replacement
Contractor Questions:
1. Confirm and correct a potential error on the plan sheets, namely the clear width dimension for both bridges. The Cedar Creek bridge is listed as 39’ wide while the driveway bridge design table request a 59’ wide structure. I’d like to confirm that A.)
those values are incorrect and B.) receive clarification on the corrected values. My assumption is that the values may simply be listed in feet while it was meant to provide them in inches. But again, no way to know for certain without some USDA FS clarification?
Forest Service Answer: The clear width is the opening distance between the sills under the bridge. Measurements are taken from between the faces of the sills under the bridge (between abutments). This is a standard measurement for National Bridge Inspection Standards (NBIS) that is included in all of our plans. The clear width for the Cedar Creek Trail bridge is 38’ and for Driveway Trail Bridge it is 59’. Both values are in feet and correct as they are stated on the plans. It is typically 1’ less than the stringer span on the centerline of the sill and 2’ less than the out-to-out stringer length because the stringers sit on the sills that are 12”x12”x6’. See details on the plans for more explanation.
Recently the USDA FS released updated specification guidelines for treated timber and has stopped included an outdated spec - Copper Naphthenate in Light Oil (Type C Solvent). In lieu of this material that is no longer commercially available, the USDA FS has been specifying Copper Naphthenate in Heavy Oil (Type A Solvent). Can you please confirm that bidding the timber bridge for these two scopes per the up-to-date USDA FS timber treatment specs, will be acceptable? For additional reference, Provided is a document that I received from the USDA FS that was used to clarify those updated treatments specs for previous projects.
Forest Service Answer: The guidelines that recently came out are for bridges under new design. All current and future design. This design was done two years ago. The specifications as they are stated in this contract are still applicable for this contract.
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