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This Government Contract opportunity from Department Of Defense was posted on September 26, 2012. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

F--Dale Hollow Exploratory Grouting, Celina, Clay County, TN

Awarded
W912P5-12-B-0009Federal

Contract Overview

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NAICS: 237990
New
SLED
Carlson Field Athletic Complex: Construction of new Pickleball Courts
Solicitation # BCP-REC-26
The Town of Hingham, Massachusetts, is soliciting sealed bids for the construction of eight new pickleball courts at the Carlson Field Athletic Complex, with an estimated project cost of $1,300,000. The scope of work includes site preparation such as the removal of trees and shrubs, re-grading, and the installation of the courts, posts, nets, walkways, benches, shade shelters, and ADA pathways. Additionally, the project requires a new asphalt parking lot and the installation of solid AF-6 Acoustifence Panels around the entire perimeter for sound attenuation. The contractor is responsible for maintaining construction fencing and erosion control, coordinating closely with the Town and the demolition contractor, Pasquazzi Bros, Inc. The contract will be awarded to the lowest responsible and eligible bidder who possesses at least seven years of experience constructing sports courts or similar athletic facilities. Bidders must provide a statement of qualifications, including three similar public project examples and three references, one of which must be a Massachusetts municipality from the last two years. This is a lump sum, fixed-price contract with no escalation for fuel, labor, or materials. Compliance with Massachusetts prevailing wage laws, OSHA regulations, and the Massachusetts Building Code is mandatory. Bids must be submitted electronically via the OpenGov portal by November 3, 2026, at 9:00 am, and must include a 5% bid security.
Recreation

POSTED

about 15 hours ago

DEADLINE

in 4 days

AI Contract Overview

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This contract, awarded by the Department of Defense through the Endist Nashville office, involves exploratory grouting and investigative drilling at the Dale Hollow Dam in Clay County, Tennessee. The project requires the installation of a 250-foot line of borings drilled to depths of approximately 85 feet into the foundation near an active switchyard on the right bank of the Obey River. The technical scope includes drilling through variable overburden, setting PVC casing, and performing NQ wireline coring into Ordovician aged limestone, which is characterized by high compressive strength and numerous karst features. A critical component of the work is the systematic stage grouting of the boreholes using a balanced stable grout. The contractor is required to implement real-time monitoring to ensure continuous data gathering and display of all grouting records. While the project includes significant grouting activities, its primary objective is investigative in nature to better understand the foundation conditions of the dam site.

General Info

Contract Value

$1,492,241.76

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

TN, USA

Set-Aside

NONE

Award Issued Date

Documents

1

Abstract of Offers - Dale Hollow Exploratory Grouting (W912P5-12-B-0009)

PDF, Low priorityabstract-of-offers
Low

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Timeline

4 updates
PhaseAwarded
Posted

Presolicitation

Notice updated

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Type Changed

Presolicitation → Solicitation

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W072 Endist Nashville
ContactsNo contacts available
OfficeNASHVILLE, TN, 37203-1070, USA
Office AddressNASHVILLE, TN, 37203-1070, USA
ContactsNo contact information available

Full Description

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Dale Hollow Dam is located in Clay County, Tennessee about 20 miles north of Cookeville, Tennessee near the town of Celina, Tennessee on the Obey River. The work consists of installation of a 250-foot long line of borings drilled to a depth of approximately 85 feet into the foundation adjacent to an active switchyard on the right bank of the Obey River. Overburden thickness varies from approximately 2 feet to over 30 feet owing to the very irregular top of rock. Drilling methods will be unspecified and un-sampled for overburden followed by setting 3" schedule 40 PVC casing onto rock grouting the annular space of the casing and NQ wireline coring for the rock. The rock is Ordovician aged limestone, variable in strength up to over 30,000 psi unconfined compressive strength and contains numerous karst features. Systematic stage grouting of the bore holes will be a significant component of the work, but the primary purpose of the contract will be investigative. The contract requires a balanced stable grout and continuous data gathering and display of all grouting records using "real-time" monitoring.

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