CIP Project 9 Sewer Rehabilitations Phase I

Agency:	City of Newton
State:	Massachusetts
Type of Government:	State & Local
NAICS Category:	237110 - Water and Sewer Line and Related Structures Construction
Posted Date:	Dec 21, 2023
Due Date:	Dec 28, 2023
Solicitation No:	24-37
Bid Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

Department: Purchasing
RFP Number: 24-37
Start Date: 12/07/2023 10:00 AM
Close Date: 12/28/2023 10:00 AM

CIP Project 9 Sewer Rehabilitations Phase I as outlined in the project documents.

24-37-Add-1

24-37 CIP Project 9 Sewer Rehabilitation-BID

General Requirements & Specifications

Drawings

Appendix A

24-37-CIP-Bidders List

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CITY OF NEWTON, MASSACHUSETTS

PURCHASING DEPARTMENT

purchasing@newtonma.gov

Fax (617) 796-1227

December 18, 2023

ADDENDUM #1

INVITATION FOR BID #24-37

CIP PROJECT 9 SEWER REHABILITATIONS PHASE I

THIS ADDENDUM IS TO: ANSWER THE FOLLOWING QUESTIONS.

Q1. Is Flow data available for the pipelines being lined?

A1. No flow data is available for the pipelines being lined.

Q2. Are there any pump station upstream of the lining work being performed?

A2. Pump stations and force mains are shown on the plans.

Q3. Are videos available of the pipelines being lined?

A3. TV Inspection reports are provided as Appendix A and described in Section 00331, TV

INSPECTION AND MH INSPECTION REPORTS PROVIDED BY THE OWNER. Videos

of what was encountered at the time of the inspection may be seen by appointment, upon

request, during the bidding period at the office of Weston & Sampson Engineers Inc., 55

Walkers Brook Drive, Reading, Massachusetts 01867.

Q4. Will the City of Newton provide a staging area?

A4. Per Plan Sheet G001, Construction Note 38, “CONTRACTOR SHALL PROVIDE

THEIR OWN STAGING AREA. NO STAGING OR LAY-DOWN AREA SHALL BE

PROVDED BY THE CITY OF NEWTON.”

Q5. On Wheeler Rd, is A005-70a to 69 getting lined? Highlighted on map but not on table

A5. Per Plan Sheet C106, Note 3 on the Structural Cured-in-Place Manhole to Manhole

Liner table, “A005-69 is a tee connection in A005-70A to A005-6 at STA 0+66. Sewer flow

from Sharpe Road connects to tee connection A005-69 from A005-110A. Contractor shall

bypass sewer flow from Sharpe Road as part of work. Bypass for sewer flow from Sharpe

Addendum #1 - Project Manual #24-37 CIP Project 9 Sewer Rehabilitations Phase I

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Road shall be considered incidental to the work and shall not be measured separately for

payment.”

All other terms and conditions of the IFB remain unchanged.

PLEASE ENSURE THAT YOU ACKNOWLEDGE ALL ADDENDA ON YOUR

BID FORM. FAILURE TO ACKNOWLEDGE ALL ADDENDA COULD

RESULT IN REJECTION OF YOUR BID AS NONRESPONSIVE.

Thank you.

Nicholas Read

Chief Procurement Officer

Addendum #1 - Project Manual #24-37 CIP Project 9 Sewer Rehabilitations Phase I

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CIP Project 9 Sewer Rehabilitations Phase I

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