This Solicitation opportunity from Pennsylvania was posted on November 4, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Top

Old Bethlehem Pike Bridge Replacement and Streambank Stabilization

Closed

PennBid: 160353State & Local

Submission Closed12/04/2024, 12:00:00 AM UTC

Contract Overview

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

Active Opportunities Like This One

NAICS: 238910

New

SLED

Interior Demolition & Site Prep

Stanislaus Regional Housing Authority

POSTED

DEADLINE

Clearing, Grubbing, and Site RestorationThis subcontract opportunity with Cleary Construction, Inc. involves site preparation and final restoration for municipal sewer improvement projects. The scope of work includes clearing and grubbing 5,130 square yards of wooded areas, removing 30 trees with diameters exceeding 15 inches from City right-of-ways and residential or commercial yards, and completing final fine grading and seeding for the same 5,130 square yard area. The selected contractor is responsible for obtaining all necessary local municipal right-of-way permits to deliver a fully cleared site and a restored surface. This is an SBA set-aside opportunity open to various small business certifications, including Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone small businesses. The solicitation was posted on October 28, 2026, with a response deadline of December 4, 2026. The project falls under NAICS code 238910 and is focused on delivering essential infrastructure support for municipal sewer improvements.

Cleary Construction, Inc. Cleary Construction, Inc

POSTED

DEADLINE

Entrance Area Selective Demolition

DPA - Capital Construction/controlled Maintenance

POSTED

DEADLINE

Demolition ServicesThis subcontract for Demolition Services involves the removal of existing basin components for prime contractors working on West County Wastewater District projects. The scope of work specifically includes the demolition and removal of old concrete panels, piping, and chain-and-flight mechanisms to ensure the site is fully cleared and prepared for the installation of new equipment. Managed by the Infrastructure and Planning agency in California under NAICS code 238910, the opportunity was posted on October 28, 2026. Interested parties must submit their responses by the deadline of December 16, 2026.

Infrastructure and Planning

POSTED

DEADLINE

Forestry Site Cleanup and Slash ManagementThe Forestry Site Cleanup and Slash Management subcontract involves performing clearing and removal of slash and foreign debris for prime contractors on projects within the Confederated Tribes of the Colville Reservation. The scope of work includes clearing slash from roadways, slopes, fills, trails, culverts, and streams, while strictly maintaining four-foot buffers from ditches and streams. Additionally, the contractor is responsible for removing all garbage and foreign debris to ensure the delivery of a clean project site. To execute these tasks, the contractor must provide their own slash rakes and hauling equipment. A critical requirement for this engagement is full compliance with TERO Title X regulations. Interested parties should note that the response deadline for this opportunity is November 17, 2026.

Confederated Tribes of the Colville Reservation

POSTED

DEADLINE

Pre-Commercial Thinning and Vegetation ManagementThis subcontract for Pre-Commercial Thinning and Vegetation Management involves the selection and removal of competing trees and shrubs across 23.77 acres for the Confederated Tribes of the Colville Reservation. The scope of work requires the identification and retention of vigorous crop trees, the clearing of vegetation within a four-foot radius of leave trees, and the active management of Armillaria root rot and IPS infestations. Contractors must be TERO Title X compliant and provide all necessary equipment, including chainsaws, forestry hand tools, and TOSHA-compliant personal protective equipment. The solicitation was posted on October 28, 2026, with a response deadline of November 17, 2026.

Confederated Tribes of the Colville Reservation

POSTED

DEADLINE

Shoulder and Ditch RestorationThis subcontract for Shoulder and Ditch Restoration involves performing grading and material replacement for prime contractors on Oregon Department of Transportation highway projects. The scope of work focuses on repairing sloped gravel shoulders located between pavement and multi-use paths, as well as restoring ditches and slopes to their pre-construction conditions in accordance with ODOT Standard Specifications. The primary objective is to deliver fully restored sloped shoulders and stabilized ditches. The project is located in White City, Oregon, and falls under NAICS code 238910. Interested parties must submit their responses by the deadline of November 11, 2026. This opportunity is managed through the Oregon Department of Transportation.

Department of Transportation

POSTED

DEADLINE

Grading and Compaction ServicesThis subcontract for Grading and Compaction Services involves performing earthwork and fill activities for prime contractors on City of Pueblo Public Works projects. The scope of work requires the delivery of a compacted and graded sub-base, with all fill areas meeting a minimum compaction standard of 95 percent. Additionally, the contractor is responsible for maintaining site cleanliness by performing daily cleanup of mud or dirt on paved surfaces and implementing dust control measures whenever wind speeds are below 30 mph. The opportunity is categorized under NAICS code 238910 and is associated with the Public Works agency in Colorado. Interested parties must submit their responses by the deadline of November 17, 2026.

POSTED

DEADLINE

Asphalt and Concrete Removal ServicesThis subcontract for Asphalt and Concrete Removal Services supports prime contractors on City of Pueblo Public Works projects in Colorado. The scope of work involves the removal of existing asphalt cart path surfaces and concrete, utilizing saw cutting to ensure neat lines and removing materials to specific lines and grades. The contractor is responsible for hauling all debris off-site for proper disposal to deliver a cleared site ready for concrete installation. The opportunity is categorized under NAICS code 238910 and was posted on October 27, 2026. Interested parties must submit their responses by the deadline of November 17, 2026, at 5:00 PM.

POSTED

DEADLINE

Site Demolition & ClearingThis subcontract opportunity, titled Site Demolition and Clearing, involves performing demolition of existing site infrastructure for prime contractors working on pump station projects for the City of Lawrence, Kansas. The scope of work includes the removal of asphaltic concrete, concrete pavement, trees, shrubs, site lighting, and fencing, as well as the demolition of electrical room entrance doors to ensure the site is fully cleared and ready for new construction. The project is categorized under NAICS code 238910 and is managed by MSO - CMED. Interested parties must submit their responses by the deadline of December 8, 2026. Further details regarding the solicitation can be accessed through the provided procurement portal for the City of Lawrence.

POSTED

DEADLINE

General Interior DemolitionThis subcontract opportunity is for general interior demolition services to support prime contractors on facility projects for the County of York in Yorktown, Virginia. The scope of work involves the comprehensive removal of interior elements, including doors, frames, tiled walls, baseboards, and hanging ceilings with their associated supports and insulation. Additionally, the contractor is responsible for removing light fixtures, receptacles, and all related wiring to ensure the project area is completely cleared and ready for new construction. Qualified bidders must possess a valid Virginia Contractor License to be eligible for this work. The solicitation was posted on October 27, 2026, with a response deadline set for November 30, 2026. This project falls under NAICS code 238910.

POSTED

DEADLINE

Structural Engineering Consultant

Delaware County

POSTED

about 18 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The project involves the removal and replacement of the existing culvert on Old Bethlehem Pike with a new precast Contech Bridge, along with streambank stabilization efforts along approximately 200 linear feet on both sides of Willow Run behind the Lower Gwynedd Township Building. The contractor will be responsible for various construction activities including excavation, grading, and the installation of precast abutments, wingwalls, and the bridge structure itself. Additional work includes tree removal, storm pipe replacement, live stake plantings, and guiderail replacement, all to be executed in accordance with approved plans developed by Gilmore & Associates, Inc. The project must adhere to PennDOT Specifications Publication 408, last revised, ensuring compliance with state standards for bridge and streambank work. The contract, issued by Lower Gwynedd Township under Pennsylvania state jurisdiction, has a project value estimated between $500,000 and $1,500,000. The solicitation was posted on November 4, 2024, with a response deadline of December 4, 2024. Interested parties can find further details and submit responses through the PennBid platform. The project aims to improve infrastructure safety and streambank stability, ensuring the durability of the crossing and surrounding environment.

General Info

Agency

Pennsylvania → Lower Gwynedd Township

NAICS

238910 - Site Preparation Contractors

Place of Performance

PA, USA

Set-Aside

NONE

Documents

00 01 15 List of Drawings - Old Bethlehem Pike

specifications

High

00 21 13.1 Instructions for Electronic Bidding

specifications

High

44-00 Addendum 1 - Old Bethlehem Pike Bridge Replacement

amendment

High

48-04 Streambank Plans Grading Plan - Sheet 2

1 page · specifications

High

Bridge Replacement - Special Provisions

specifications

High

Bridge Replacement - Technical Provisions

specifications

High

Contract 17-11047 Bidder Qualification Statement

past-performance

High

Contract 17-11047 Bidder's Acknowledgement Form

rfb

High

Contract 17-11047: Old Bethlehem Pike Bridge Replacement and Streambank Stabilization

specifications

High

Contract No. 17-11047 Old Bethlehem Pike Bridge Replacement Table of Contents

rfb

High

Document 00 21 13 - Instructions to Bidders

itb

High

Document 00 41 00 Bid Form

rfb

High

Document 00 73 00 Supplementary Conditions

specifications

High

Document 00 91 13 - Addenda

amendment

High

Lower Gwynedd Township - Old Bethlehem Pike Bridge Replacement Advertisement for Bids

itb

High

Old Bethlehem Pike Bridge Geotechnical Report (Project 17-11047)

specifications

High

Old Bethlehem Pike Bridge Replacement and Stream Restoration - BidTable (BT-01IS)

bid-tabulation

High

Old Bethlehem Pike Bridge Replacement - Drawings (11-04-2024)

specifications

High

Old Bethlehem Pike Bridge Replacement Plans

specifications

High

Old Bethlehem Pike Culvert Replacement and Streambank Stabilization Plans

specifications

High

Project 24-09669 - Prevailing Minimum Wage Determination

wage-determination

High

Section 01 11 13 - Summary of Work (Old Bethlehem Pike Culvert)

sow

High

Section 01 22 00 - Measurement and Payment

specifications

High

Section 01 22 00 - Measurement and Payment

specifications

High

Section 01 29 00 - Contract Considerations

specifications

High

Section 01 31 00 - Coordination and Meetings

specifications

High

Section 01 33 00 - Submittals

specifications

High

Section 01 40 00 Quality Control

specifications

High

Section 01 42 13 - Organization and Reference Acronyms

specifications

High

Section 01 50 00 Construction Facilities and Temporary Controls

specifications

High

Section 01 55 26 - Traffic Regulation

specifications

High

Section 01 56 39 - Landscape Protection

specifications

High

Section 01 57 13 - Soil Erosion and Sediment Control

specifications

High

Section 01 60 00 - Material and Equipment

specifications

High

Section 01 70 00 - Contract Closeout

specifications

High

Standard General Conditions of the Construction Contract

specifications

High

Streambank Plans - Technical Specifications (Sections 31 11 00 & 31 20 00)

specifications

High

00 45 53 Agreement of Surety Company - Contract 17-11047

other

Low

00 61 13.13 Performance Bond - Lower Gwynedd Township

performance-bond

Low

17-11047 Old Bethlehem Pike Bridge Replacement Pre-Bid Attendance

other

Low

Appendix B - Public Works Employment Verification Form

other

Low

Contract 17-11047: Consent of Surety to Final Payment

other

Low

Contract 17-11047 Contractor's Affidavit

other

Low

Contract 17-11047 Contractor's Release of Liens

other

Low

Contract 17-11047 Maintenance Bond Template

other

Low

Contract 17-11047 Old Bethlehem Pike Bridge Replacement and Streambank Stabilization

contract-document

Low

Contract 2017-11047 Certificate of Insurance - Old Bethlehem Pike Bridge Replacement

specifications

Low

Document 00 43 13 Bid Bond (Penal Sum Form)

bid-bond

Low

Document 00 45 19 Non-Collusion Affidavit

other

Low

Document 00 61 13.16 Payment Bond - Lower Gwynedd Township

payment-bond

Low

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedNov 4

Solicitation

Response DeadlineDec 4

Deadline has passed

Submission Closed

12/04/2024, 12:00:00 AM UTC

Find active opportunities like this

Get full access to discover similar active contracts, track opportunities, and build proposals with AI assistance.

Organization & Contact Information

AgencyPennsylvania → Lower Gwynedd Township

ContactsNo contacts available

OfficeN/A

Organization / Agency

Pennsylvania → Lower Gwynedd Township

Office AddressN/A

ContactsNo contact information available

Full Description

This Project proposes to remove and replace the existing culvert on Old Bethlehem Pike with a new precast Contech Bridge and stabilize approximately 200 linear of both sides of Willow Run, located behind the Lower Gwynedd Township Building. The contractor will be responsible for excavating, grading, and installing the precast abutments, wingwalls and bridge. Additional improvements include tree removal, storm pipe replacement, live stake plantings and guiderail replacement. The project shall be completed in accordance with the bridge replacement plans and streambank stabilization plans, as prepared by Gilmore & Associates, Inc. PennDOT Specifications Publication 408, as last revised shall also apply.