Evitts Creek Phase IV - Interceptor Sewer To Pump Station

Agency: City of Cumberland
State: Maryland
Type of Government: State & Local
NAICS Category:
  • 237110 - Water and Sewer Line and Related Structures Construction
  • 237990 - Other Heavy and Civil Engineering Construction
Posted Date: Jul 14, 2025
Due Date: Aug 20, 2025
Solicitation No: 06-08-S
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Bid Documents: Please Login to View Page
Reference Number: 06-08-S
Title: Evitts Creek Phase IV - Interceptor Sewer To Pump Station
E-BID
Release Date: 7/14/2025
Due Date: 8/20/2025

Open
Reference No.
06-08-S
Due Date
August 20, 2025 at 2:0:0 PM EDT
Questions Due
8/15/2025
Opening Date
8/20/2025
Conference Date
7/29/2025
Time Remaining
36 Days
Basic Info
Release Date
7/14/2025
Type
Request for Proposals
Contact Info
Contact Name
Derrik Grimm
Email Address
derrik.grimm@cumberlandmd.gov
Phone No.
3017596600
Download Package
Attachments
06-08-S Specifications.pdf
Amendment
E-Bid Attachments
Addendum Receipt Verification Form.pdf
E-Bid: E-Form Attachment
Affadavit Form.pdf
E-Bid: E-Form Attachment
Local Pref Form.pdf
E-Bid: E-Form Attachment
Proposal Form.pdf
E-Bid: E-Form Attachment
Description

Completed bids shall be submitted to the City of Cumberland’s online solicitation website, until but not after 2:00 p.m. , local time, on 8/20/25 .  All Bids will be virtually released at 2:00 p.m. on that date and available to view on the website. Released bid information does not constitute any award has been made.


Project description:


This project includes replacement and rehabilitation of approximately 6,500 linear feet of primarily 24” sewer line.  Portions of the existing pipe will receive CIPP (cured-in-place-pipe) rehabilitation, while other portions will require dig and replace-in-kind with new PVC pipe.

A "Mandatory PREBID SESSION” for the purpose of answering or obtaining answers to questions of parties interested in performing the work, relative to construction details, will be conducted at 10:00 a.m. on 7/29/25 at the City Hall Council Chambers. 57 N. Liberty Street, Cumberland.


A Proposal Guaranty (Bond or Certified Check) in the amount of at least 5% of the total bid shall be submitted with each bid.


The successful bidder will be required to submit a Performance Bond and a Payment Bond, for all construction contracts in excess of $100,000, at the time the contract is executed.


The Mayor and City Council reserve the right to waive any technicalities and to reject any or all bids, and to accept any or all proposals which in their judgment is to the best interest of the City.


The City of Cumberland is an Equal Opportunity Employer.

Mandatory In Person Conference Date

Date: July 29, 2025 at 10:00 AM EDT

A "MANDATORY PREBID SESSION” for the purpose of answering or obtaining answers to questions of parties interested in performing the work, relative to construction details, will be conducted at 10:00 a.m. on 7/29/25 at the City Hall Council Chambers. 57 N. Liberty Street, Cumberland.

Bid Form
#
Description
Quantity
UofM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
1A - Sanitary Sewer Piping (Open Cut), 27" Dia., ASTM F-794, PVC
300
linear foot
1B - Sanitary Sewer Piping (Open Cut), 24” Dia., ASTM F-794, PVC
3,700
linear foot
1C - Sanitary Sewer Piping (Open Cut), 8” Dia., ASTM D-3034, PVC, SDR-35
80
linear foot
1D - Sanitary Sewer Piping (Open Cut), 6” Dia., ASTM D-3034, PVC, SDR-35
500
linear foot
2A - Cured-In-Place Pipe Manhole to Manhole Lining Rehabilitation of 27” Dia. VCP/DIP Gravity Sanitary Sewer Pipe, Complete-In-Place and Ready for Operation (Including Access, Earthwork, Cleaning, Televising, End Seals at Manhole Connections, Restoration and Cleanup)
70
linear foot
2B - Cured-In-Place Pipe Manhole to Manhole Lining Rehabilitation of 24” Dia. VCP/DIP Gravity Sanitary Sewer Pipe, Complete-In-Place and Ready for Operation (Including Access, Earthwork, Cleaning, Televising, End Seals at Manhole Connections, Restoration and Cleanup)
1,450
linear foot
2C - Cured-In-Place Pipe Manhole to Manhole Lining Rehabilitation of 15” Dia. VCP/DIP Gravity Sanitary Sewer Pipe, Complete-In-Place and Ready for Operation (Including Access, Earthwork, Cleaning, Televising, End Seals at Manhole Connections, Restoration and Cleanup)
575
linear foot
2D - Reinstatement of Sanitary Sewer Laterals on CIPP Main
1
each
3 - 27” Dia. Coupling, Type as Required
2
each
4 - 24” Dia. Coupling, Type as Required
6
each
5 - 8” Dia. Coupling, Type as Required
5
each
6 - 6” Dia. Coupling, Type as Required
3
each
7 - Cleanout/Inspection Port
7
each
8 - 24”x24”x6” PVC Wye
3
each
9A - Concrete Manholes, 5’ Dia., Including Watertight Frame and Cover
17
each
9B - Manhole Rehabilitation with Riser and Watertight Frame and Cover
3
each
9C - Manhole Rehabilitation with Watertight Frame and Cover
1
each
10A - Restoration of Trench Area, Stabilized Surfaces
75
square yard
10B - Restoration of Trench Area, Non-Stabilized Areas (Topsoil, Seeding, Mulching)
5,250
linear foot
10C - Restoration of Trench Area, Bituminous Roadway and Surfaces
15
square yard
* Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.

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