This Government Contract opportunity from Department Of Defense was posted on September 29, 2017. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Top

Site Work for McAfee Clinics at WSMR

Awarded

W912PP17T0114Federal

Submission Closed09/28/2017, 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

Site Preparation & Land ClearingThis subcontract opportunity, issued by Cleary Construction, Inc., is for site preparation and land clearing services as part of the CSO 70 Sewer Improvements project. The selected contractor will be responsible for clearing and grubbing approximately 5,130 square yards of wooded areas, which includes the removal of roughly 30 trees exceeding 15 inches in diameter. Work will be performed within city right-of-ways as well as residential and commercial yards to ensure the site is fully prepared for subsequent excavation and utility installation. The contract is designated as a small business set-aside, welcoming applications from SBA certified Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone small businesses. Interested parties must submit their responses by the deadline of December 4, 2026. The project falls under NAICS code 238910 and is focused on delivering a cleared site ready for prime contractor operations.

Cleary Construction, Inc.

POSTED

DEADLINE

Grounds Preparation and Site WorkThe Grounds Preparation and Site Work subcontract is issued by the Region One Education Service Center in Texas to support regional planting projects. The selected contractor will be responsible for initial site preparation for prime contractors, which includes clearing, grading, and preparing soil using earth-moving equipment and soil amendments to ensure sites are ready for tree installation. This opportunity falls under NAICS code 238910 and was posted on October 29, 2026. Interested parties must submit their responses by the deadline of November 18, 2026. Further details regarding the solicitation can be accessed through the Texas SmartBuy portal.

POSTED

DEADLINE

Site Work and FoundationsThis subcontract for the Macon Water Authority involves comprehensive site work and foundation installation for a 2,600 square foot facility addition. The scope of work includes site preparation, excavation, clearing, grading, and trenching, culminating in the pouring of footings and slabs to deliver a fully prepared site and cured concrete foundation. The project is categorized under NAICS code 238910 and was posted on October 28, 2026. Interested parties must submit their responses by the deadline of November 25, 2026.

Macon Water Authority

POSTED

DEADLINE

Equipment Demolition and Removal ContractorThis subcontract opportunity is for an Equipment Demolition and Removal Contractor to support prime contractors on Texas Department of Public Safety facility projects located in Wichita Falls, Texas. The scope of work involves the disconnection of electrical and fuel lines, the removal of an existing generator unit, and the hauling of all materials for disposal in strict accordance with environmental regulations to deliver a fully cleared site. Interested parties must adhere to a response deadline of November 26, 2026. Due to the nature of the facility, all personnel are required to pass fingerprint-based background checks conducted by the Department of Public Safety. The project falls under NAICS code 238910 and is managed through the Texas Department of Public Safety.

Department of Public Safety

POSTED

DEADLINE

Commercial Building DemolitionThis subcontract for Commercial Building Demolition involves the structural demolition of a 17,775-square-foot commercial building for prime contractors working on City of Newport News Codes Compliance projects in Virginia. The scope of work requires the removal of the building structure and all personal property using excavators equipped with shears and grapples, though the concrete slab is specifically excluded from the removal process. The selected contractor must ensure all work complies with the HRPDC Regional Construction Standards, Sixth Edition, and is responsible for delivering a site completely cleared of all structures and debris. This opportunity falls under NAICS code 238910, with a response deadline set for November 2, 2026.

POSTED

DEADLINE

Demolition of Unclaimed Freight Company Building

Solicitation # 27-2084-1118

Solicitation RFQ No. 27-2084-1118, issued by the City of Newport News Codes Compliance department, seeks a contractor for the demolition and removal of a 17,775-square-foot commercial structure located at 10615 Jefferson Avenue, Newport News, VA. The building has been deemed an unsafe structure and fire hazard, leading to a court-ordered demolition. The scope of work includes the removal and legal disposal of all personal property and debris, though a specific revision in Addendum 1 excludes the removal of the concrete slab. The project must be completed within 15 days, with liquidated damages of 500.00 dollars per calendar day assessed for delays beyond the substantial completion date. The contract will be awarded to the lowest responsive and responsible bidder based on the total bid price, considering factors such as technical capacity, past performance, and financial resources. Bidders must submit a bid bond of 5 percent of the bid amount, a W-9, and a list of at least three similar projects completed within the last five years. The successful contractor must adhere to the Hampton Roads Planning District Commission Regional Construction Standards, Sixth Edition, and the Newport News City Code. Additionally, the contractor is required to use the Projectmates system for electronic invoicing and must comply with various federal and state nondiscrimination and safety laws. Payment terms are set to Net 30 Days unless otherwise specified.

POSTED

DEADLINE

Groundwater Monitoring Well InstallationThis subcontract involves the installation of four nested monitoring wells within the earth embankments of dam projects for the Upper Thames River Conservation Authority. The scope of work includes the use of nested well casings, filter packs, and bentonite seals to enable precise groundwater level monitoring and the refinement of slope stability models. Qualified contractors must hold professional licensing for well installation in accordance with Ontario regulations and maintain valid WSIB standing. The project is categorized under NAICS code 238910, with responses due by November 18, 2026.

Upper Thames River Conservation Authority

POSTED

DEADLINE

Geotechnical Drilling and Field SamplingThis subcontract for Geotechnical Drilling and Field Sampling involves performing supplementary geotechnical field investigations for prime contractors on dam projects managed by the Upper Thames River Conservation Authority in Canada. The selected provider will be responsible for executing drilling and sampling to determine soil mechanical parameters essential for embankment slope stability analysis, utilizing specialized drilling rigs capable of operating directly on dam embankments. The contractor must strictly adhere to all Health and Safety legislative requirements and WSIB standards throughout the project. Key deliverables include the provision of detailed borehole logs and raw field data. Interested parties must submit their responses by the deadline of November 18, 2026.

Upper Thames River Conservation Authority

POSTED

DEADLINE

Right-of-Way Clearing and Site PrepThis subcontract for Right-of-Way Clearing and Site Prep involves performing tree clearing and site preparation for prime contractors working on Nebraska Public Power District projects. The primary objective is to clear trees and remove brush using mulchers, chainsaws, and brush hogs to ensure transmission structure locations are fully accessible. All work must be completed in strict adherence to the District's established safety and environmental standards to deliver cleared and accessible sites. The opportunity is categorized under NAICS code 238910 and was posted on October 28, 2026. Interested parties must submit their responses by the deadline of December 2, 2026. This project is managed by the Nebraska Public Power District to support the infrastructure and maintenance of their transmission network.

Nebraska Public Power District

POSTED

DEADLINE

Drainage Structure Installation and RepairThis subcontract for Drainage Structure Installation and Repair involves providing specialized services for prime contractors on Georgia Department of Transportation drainage projects. The scope of work includes the excavation of failed pipes and culverts, the removal of damaged drainage structures, and the installation of new concrete or corrugated metal pipes. Additionally, the contractor is responsible for constructing junction boxes, end sections, and headwalls, ensuring all structures are properly installed and backfilled using excavators and compactors. All work must be performed in strict accordance with GDOT Standard Specifications. To be eligible, the contractor must provide a Georgia Security and Immigration Compliance Act Affidavit. The solicitation was posted on October 28, 2026, with a response deadline of November 17, 2026, falling under NAICS code 238910.

Department of Transportation

POSTED

DEADLINE

Clearing, Grubbing, and ExcavationThis subcontract for Clearing, Grubbing, and Excavation involves providing essential site preparation services for prime contractors working on Yuba County Department of Public Works projects. The scope of work includes executing clearing and grubbing, roadway excavation, and subgrade preparation to a 95% relative compaction standard. These tasks will be performed using heavy machinery, specifically dozers, excavators, and scrapers, to ensure the site is cleared and graded for base installation. The opportunity is categorized under NAICS code 238910 and was posted on October 28, 2026. Interested parties must submit their responses by the deadline of November 18, 2026. This project is managed through the California Public Works agency.

POSTED

DEADLINE

Site Restoration & BackfillingThis subcontract for Site Restoration and Backfilling involves providing specialized services for Georgia Department of Transportation drainage projects. The selected contractor will be responsible for placing and compacting structural fill or aggregate, grading areas to match existing contours, and restoring asphalt or turf surfaces in strict accordance with GDOT specifications to ensure the site is returned to its required condition. Interested parties must submit their responses by November 12, 2026. A critical requirement for this engagement is the submission of a Georgia Security and Immigration Compliance Act Affidavit. The project falls under NAICS code 238910 and is managed through the Georgia Department of Transportation.

Department of Transportation

POSTED

about 16 hours ago

DEADLINE

in 14 days

AI Contract Overview

This contract, awarded as an 8(a) Sole Source Set-Aside by the Department of Defense through the W075 Endist Albuquerque, covers site work for the McAfee Clinics at White Sands Missile Range. The scope of work is divided between demolition and new construction, requiring the contractor to remove and dispose of existing curb, gutter, and pavement, as well as clear sediment and debris from the site. All demolition materials must be stockpiled or disposed of at government-approved locations in accordance with specific environmental and site guidelines. The construction phase involves installing 226 linear feet of new curb and gutter, 50 square yards of pavement, and 150 square yards of new sidewalk with associated drainage systems. Additionally, the contractor is responsible for installing a riprap swale with geotextile material, backfilling around an existing culvert, and performing approximately 4420 square yards of minor grading to address surface scour and rilling. All work must adhere to NM DOT Standard Specifications and ASTM density requirements to ensure structural integrity and proper drainage.

General Info

Agency

Department Of Defense → W075 Endist Albuquerque

Contract Value

$121,467.15

NAICS

238910 - Site Preparation Contractors

Place of Performance

NM, USA

Set-Aside

NONE

Awardee

JACK WAYTE CONSTRUCTION CO., INC

Award Issued Date

09/28/2017, 12:00:00 AM UTC

Documents

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

No documents to break down

The breakdown needs solicitation documents. None were found from this contract's source.

Timeline

PhaseAwarded

PostedSep 29

Award Notice

AwardedSep 28

Contract was awarded

Submission Closed

09/28/2017, 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

AgencyDepartment Of Defense → W075 Endist Albuquerque

Contacts1 person available

OfficeALBUQUERQUE, NM, 87109-3435, USA

Organization / AgencyDepartment Of Defense → W075 Endist Albuquerque

Office AddressALBUQUERQUE, NM, 87109-3435, USA

Contacts

Glenda D. KohlieberContract Specialist

contact@example.gov

+1 (555) 000-0000

Full Description

This action was awarded as an 8(a) Sole Source Set-Aside under the authority of section 8(a) of the Small Business Act. This action was awarded as an 8(a) Sole Source Set-Aside under the authority of section 8(a) of the Small Business Act. 2. SPECIFIC REQUIREMENTS: a.Demolition 1.Contractor shall remove and dispose of a single stone of curb and gutter. Concrete shall be stockpiled at the asphalt and concrete recycling area shown on the contract drawings. 2.Contractor shall remove and dispose of approximately 50 square yards of pavement associated with the curb and gutter installation. Asphalt shall be stockpiled at the asphalt and concrete recycling area shown on the contract drawings. 3.Contractor shall remove and dispose of approximately 189 square feet of sediment and debris from the site. Such removals shall be as directed by the contracting officer and shall not exceed a depth of 2 feet. Sediment shall be disposed of off post at a contractor provided, government approved, disposal site. Debris shall be disposed of at the WSMR landfill as shown in the contract drawings. i.Sediment removal from the existing culvert shall be done in accordance with Specification 613 of the NM DOT Standard Specifications for Highway and Bridge Construction, 2014. b.New Construction 1.Contractor shall replace 50 square yards of new pavement associated with the curb and gutter installation per details included in the contract drawings. 2.Contractor shall install 226 linear feet of new curb and gutter per NM DOT Standard Drawings 609-01-1/1 and NM DOT Specification 609. Match existing curb and gutter dimensions and match lip of gutter pan to existing curb flowline on either side. 3.Contractor shall install a new 150 square yards 4" thick sidewalk per NM DOT Standard Drawings 609-01-1/1 and NM DOT Specification 608. i.Provide 12" subgrade prep ii.Provide 30 cubic yards of imported fill material compacted to 95% density per ASTM D 1557. iii.Install three (3) new sidewalk drains as indicated on the drawings. The sidewalk drains shall be built so they drain into the proposed riprap swale shown in the plans. The point at which the swale abuts the sidewalk drains shall be constructed such that the flows originating from the drains do not escape from the swale. 4.Contractor shall install a new riprap swale as indicated on the drawings. i.The swale shall generally follow the existing erosion scar shown in the site photos and tie into the existing culvert. The adjacent ground shall be graded to drain into the new riprap swale. ii.Provide 12" of subgrade prep. iii.Install 1650 square feet of new geotextile material per details in the contract drawings. iv.Install 64 cubic yards of Class B riprap per NM DOT Standard Specifications for Highway and Bridge Construction, 2014. 5.Contractor shall backfill and compact around the existing culvert and headwall at 95% density per ASTM 1557. Fill material shall be provided by the contractor and shall come from a contractor provided, government approved, borrow site. Use of flowable fill shall be acceptable in cases where mechanical compaction methods are not likely to be effective. If using flowable fill, the contractor shall follow Specification 516 of the NM DOT Standard Specifications for Highway and Bridge Construction, 2014. The contractor shall also provide a minimum of 2" of native soil over the top of the flowable fill. No portion of the flowable fill shall be visible. 6.Contractor shall perform approximately 4420 square yards of minor grading within the project boundary areas to include excavation, hauling, placement, and compaction of up to 2 feet of depth. Specific areas to receive this minor grading shall be determined by the contracting officer or his/her representative. There will be no import of new material. Grading shall address surface scour and rilling as indicated on the drawings. All grading shall meet NM DOT Standard Specifications for Highway and Bridge Construction, 2014, and shall be compacted to 95% density per ASTM D 1557. Clearing and grubbing shall be included.

More opportunities from Department Of Defense → W075 Endist Albuquerque

Same awarding agency

Site Work for McAfee Clinics at WSMR

Contract Overview

Active Opportunities Like This One

AI Contract Overview

General Info

Documents

No documents available

AI Contract Breakdown

No documents to break down

Timeline

Find active opportunities like this

Organization & Contact Information

Full Description

More opportunities from Department Of Defense → W075 Endist Albuquerque

Earlier notices in this NAICS code

Get AI-powered intelligence on the opportunities still open