This Solicitation opportunity from Maine was posted on November 19, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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2024-037 Bates & Pine Street CSO Separation

Closed

2024-037State & Local

Submission Closed01/07/2025, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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Solicitation # 140A2327Q0297

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8 days ago

DEADLINE

in 22 days

General Info

Agency

Maine → City of Lewiston

NAICS

236210 - Industrial Building Construction

Place of Performance

ME, USA

Set-Aside

NONE

Documents

Bid No. 2024-037: Bates & Pine Street CSO Separation

ifb

High

Bid No. 2024-037: Bates & Pine Street CSO Separation Bid Plans

specifications

High

2024-037 Bates & Pine Street CSO Separation Plan Holders

other

Low

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedNov 19

Solicitation

Response DeadlineJan 7

Deadline has passed

Submission Closed

01/07/2025, 12:00:00 AM UTC

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Organization & Contact Information

AgencyMaine → City of Lewiston

Contacts1 person available

OfficeN/A

Organization / AgencyMaine → City of Lewiston

Office AddressN/A

Contacts

T KnellContact

contact@example.gov

Full Description

The work for the BATES & PINE STREET CSO SEPARATION shall consist of, but not be limited to, the complete and satisfactory construction of installation of:Stormdrain- 9 Catch Basin Removals- 200 SF 2” Rigid Insulation- 360 CY Aggregate Base- 1,080 CY Aggregate Subbase- 11 Granite Headstones- 52 LF 8” Solid Pipe (SDR35 PVC or HP Storm)- 117 LF 10” Solid Pipe (SDR35 PVC or HP Storm)- 130 LF 12” Solid Pipe (SDR35 PVC or HP Storm)- 247 LF 15” Solid Pipe (SDR35 PVC or HP Storm)- 533 LF 18” Solid Pipe (SDR35 PVC or HP Storm)- 10, 4-ft Dia. Catch Basins- 1, 6-ft Dia. Catch Basin- 18 VF, 4-ft Dia. Manhole- 16 VF, 5-ft Dia. ManholeSewer Main- 30 VF, 4-ft Dia. Manhole- 3 Sewer Spot Repairs (up to 15-ft)- 1 Sewer Spot Repair (15-ft to 35-ft)Paving- 140 Ton of Machine-Placed 12.5mm HMA Surface Course- 400 Ton of Machine-Placed 19mm HMA Base Course- 150 Ton of Hand-Placed HMA- 1,600 SY of Pavement Removal- 200 SY Loam, Seed & MulchWater Main- 8 LF of 14” Dia. DI Water Main- 180 LF of 12” Dia. DI Water Main- 20 LF of 8” Dia. DI Water Main- 1 Hydrant InstallationWork within Bates Street will include the separation of the existing combined system located between Ash Street & Pine Street. Ancillary work within Bates Street includes sewer main spot repairs, sewer manhole installations, and water main replacement at the Ash & Pine Street intersections. Work within Pine Street will include the separation of the existing combined system located between Bates Street & Blake Street. Pavement disturbed during construction will be subsequently repaved to widths specified in Division 10 “Measurement & Payment.” Coordination with the Water District for requisite water main shut-downs will be required.