23PW14 - Addendum No. 1.pdf
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- Solicitation number
- S-KR1079-00011862
- Issued by
- Douglas County, Oregon
About this file
This document is an addendum to the contract documents for the Construction of Military and Altamont Storm Water Improvements Project #23PW14 in Roseburg, Oregon, which is overseen by the City of Roseburg Public Works Department. The project involves furnishing labor, equipment, and materials for the installation of an extension to the city's storm water conveyance system, including new manholes, catch basins, 12-inch storm pipe, and the abandonment of existing utilities. Construction is expected to take place in October 2024 and be completed within 60 calendar days after construction begins, with a final completion deadline of March 28, 2025. Bidders must be pre-qualified, licensed, and meet the City's standards of responsibility, and bids are due by 2:00 pm on Tuesday, November 5, 2024, with additional subcontractor disclosure forms due by 4:00 pm the same day.
The pricing will be evaluated based on unit prices, and the successful bidder will be required to provide a performance bond, payment bond, and public works bond prior to beginning work. The contract will require compliance with prevailing wage rates under either Oregon's law or the federal Davis-Bacon Act, whichever is higher, as well as compliance with Oregon's Prompt Pay Policy and the use of recyclable products where feasible. The document does not indicate any set-aside designations or restrictions on the types of organizations that can respond, nor does it provide any information about incumbent vendors or current contractors, award values, or budget ranges.
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Text version
ADDENDUM No. 1
TO THE
CONTRACT DOCUMENTS FOR CONSTRUCTION OF
MILITARY AND ALTAMONT STORM WATER IMPROVEMENTS
PROJECT #23PW14
THIS ADDENDUM IS HEREBY MADE A PART OF THE CONTRACT DOCUMENTS DATED
OCTOBER 16, 2024, TO THE SAME EXTENT AS THOUGH IT WERE ORIGINALLY
INCLUDED THEREIN.
ISSUED THIS 31st DAY OF OCTOBER, 2024.
CITY OF ROSEBURG
PUBLIC WORKS DEPARTMENT
900 SE DOUGLAS AVENUE
ROSEBURG, OREGON 97470
(541) 492-6730
Project# 23PW14 Addendum No. 1
This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated October 16, 2024 as noted below. Acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
Clarifying Information:
Question #1: Will we be able to close Military to through traffic during working hours? Understanding that local first responders, Mail and garbage would have access along with local residents.
Response: The winning contractor will need to supply a traffic control plan that needs to be approved by the City. If the plan includes road closures, then the driveway access and emergency access cannot be impeded. The City prefers the open trenches to be plated and the road re-opened at the end of the day. Please also see the traffic control general notes on sheet G2 in the plan set.
Question #2: Under bid item #17 Road Restoration. Is this the full width of the road? If so, is this an overlay or full depth or grind and inlay?
Response: The road restoration is only for the trench areas only.
Question #3: Bid Item #14 abandoned structures abandoned culvert. Is there a specific material to be used? I did not see in the special provisions where it states how or what is meant for the abandonment.
Response: The Oregon Standard Specification for Construction (00490.43) states that the pipe to be abandoned needs to be plugged by either a gasketed mechanical plug or grouted. The City will accept either.
Question #4: Does the rock for the trench backfill need to be a certain spec? What type of trench compaction are you requiring?
Response: The backfill needs to meet the standards for the Oregon Standards for construction for class B material. See sections 00405.46. The Compaction testing required will be a minimum of every 100 feet along the length of the pipe, and at every 24-in of trench depth. All trench backfill (excluding pipe zone) is to be placed and compacted at a maximum of 12-in lifts.
Project# 23PW14 Addendum No. 1
END OF ADDENDUM NO. 1
Jesten Brenner, P.E.
Project Manager Issued October 31, 2024
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