Skip to main contentPsst! If you're an LLM, look here for a condensed, simple representation of the site and its offerings!

LiveFree Webinar — Wednesday, July 8 at 2:00 PM EDT

Register Free →

This Solicitation opportunity from Alaska was posted on November 12, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Nowell Avenue Reconstruction

Closed
RFB #BE26-126State & Local

Contract Overview

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

Active Opportunities Like This One

NAICS: 237310
New
SLED
Call 001 612187-134319The project involves the design-build replacement of Bridge C-13-038 over State Route 116 (Chicopee Street) in District 2, Massachusetts, under procurement by the Massachusetts Department of Transportation (MassDOT). This is a lump sum contract structured as a Best Value Design-Build (BVDB) procurement, where selection is based on the lowest overall value rating—the total price divided by the cumulative technical score. The scope encompasses full civil, structural, traffic, stormwater, environmental, and utility coordination, including demolition of the existing bridge, new construction, temporary traffic control, public outreach, asbestos inspection and testing, and invasive species management. All unit prices are defined as all-inclusive, covering design, engineering, project management, quality control, equipment, transportation, installation, utilities, insurance, bonds, and warranty. The contract requires submission of both a technical proposal capped at 40 pages and a separate price proposal via the Bid Express platform, with a mandatory 5% bid bond. The technical evaluation is weighted 65% toward the design-build technical approach and 35% toward project management and coordination, with strict pass/fail gates for submission compliance, proper organization, and bid bond submission. The project must be completed within 2,039 calendar days from the anticipated Notice to Proceed date of December 8, 2026, with adjustments allowed if the completion date falls between December 1 and March 15. MassDOT mandates strict adherence to state laws, including MGL Chapter 149A (public construction labor standards), Chapter 268A (conflict of interest), and Chapter 30, §39M1/2 and §151/2 (procurement compliance). The contractor must implement a comprehensive Quality Control System with dedicated full-time managers for design, construction, and fabrication oversight, including independent oversight at fabrication plants beyond the fabricator’s own program. Non-conformance reports must be mitigated through defined procedures. Affirmative Action and Equal Employment Opportunity compliance is required, with firms of 50 or more employees and contracts over $50,000 needing an approved affirmative action plan on file with MassDOT. Disadvantaged Business Enterprise participation must be actively pursued. The contractor is responsible for all bonding, including performance and payment bonds for the full contract amount, and must comply with insurance and risk management standards. All documentation, including escrowed proposal materials, must be certified as complete and used solely
MASSDOT

POSTED

in 2 months

DEADLINE

in 2 months

AI Contract Overview

Show more

The Nowell Avenue Reconstruction project involves comprehensive roadway and utility improvements along a specified segment of Nowell Avenue, from Cordova Street to approximately 125 feet northwest of Sitka Street. The scope of work includes replacing existing underground water transmission and distribution pipes with new 10-inch and 14-inch high-density polyethylene pipes, installing various water services, and upgrading fire hydrants. To ensure continuous water service during construction, temporary water systems will be set up. Additionally, the project entails replacing the sanitary sewer system with new manholes, 8-inch PVC sewer pipes, and services with cleanouts, as well as constructing a new underground storm drain system with 12-inch and 18-inch culvert pipes and underdrains. The work also encompasses excavation, grading, shaping of basecourse material, paving with asphalt, and installing concrete curb and gutter, valley gutters, guardrails, and other miscellaneous improvements necessary for a complete and functional roadway and utility system. The contract, titled "Nowell Avenue Reconstruction," is issued by the City and Borough of Juneau, Alaska, under solicitation number RFB #BE26-126. It was posted on November 12, 2025, with a response deadline of December 3, 2025. The project is estimated to have a contract value between two and five million dollars and falls under NAICS code 237310, which pertains to highway, street, and bridge construction. Interested bidders can find additional details and submit responses through the designated online portal.

General Info

Agency

Alaska → City and Borough of JuneauView Agency

NAICS

237310 - Highway, Street, and Bridge Construction View NAICS

Place of Performance

AK, USA

Set-Aside

NONE

Documents

(0)

No documents available

AI Contract Breakdown

Uniform Contract Format

No contract breakdown available.

Cannot generate Contract Breakdown because no documents were found from this contract's source.

Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

Find active opportunities like this

Start your free trial to discover similar active contracts, track opportunities, and build proposals with AI assistance.

Organization & Contact Information

Show more
AgencyAlaska → City and Borough of Juneau
ContactsNo contacts available
OfficeN/A
Organization / Agency
Alaska → City and Borough of Juneau
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

Show more
The WORK covered in the Contract Documents generally includes reconstruction of: Nowell Avenue (from Cordova Street to approximately 125 feet northwest of Sitka Street). The WORK generally consists of: Replacement of underground water transmission and distribution pipe networks with new 10” and 14” HDPE pipe, water services of various types and sizes, and fire hydrants. WORK will include installation of temporary water systems to maintain service to affected residents and the adjacent pump station; Replacement of the existing sanitary sewer systems with new manholes, 8” PVC sewer pipe, and 6” and 8” services with cleanouts, New underground storm drain system consisting of 12” and 18” CPP, as well as underdrains. Excavation, grading and shaping of basecourse material, asphalt pavement, concrete curb & gutter, concrete valley gutters, guardrail, and miscellaneous other improvements necessary for a complete project.