This Government Contract opportunity from Department Of The Interior was posted on June 24, 2015. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Correct Critical Safety Hazards & Rehab the Awahnee Hotel NHL

Awarded

P15PS00437Federal

Submission Closed06/24/2015, 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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NAICS: 236220

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Solicitation # p084-next-generation-torpedo-integration-lab-p1016-consolidated-rdte-systems-facility-newport-ri

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CITY OF GREENFIELD WASTEWATER TREATMENT PLANT UPGRADE PROJECT

Solicitation # city-greenfield-wastewater-treatment-plant-upgrade-project

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DEADLINE

ILLINOIS STATE UNIVERSITY SOUTH CAMPUS HOUSING & DINING

Solicitation # illinois-state-university-south-campus-housing-dining

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P1102 Weapons Magazine and Ordnance Operations Facility, Naval Submarine Base New London, Groton, Connecticut

Solicitation # p1102-weapons-magazine-ordnance-operations-facility-naval-submarine-base-new-london-groton

J & J Contractors, Inc. is soliciting bids for the P1102 Weapons Magazine and Ordnance Operations Facility project at the Naval Submarine Base New London in Groton, Connecticut. This comprehensive construction project has a duration of 1828 calendar days and involves the creation of six Containerized Long Weapons Storage units, two Box G magazines, and one Box H earth-covered high-explosive magazine. The scope includes the construction of an Ordnance Operations building, a Truck Inspection area, and a Sentry building, alongside the demolition of 18 existing magazines and two other buildings. Technical requirements feature reinforced concrete floors, grounding and lightning protection, intrusion detection systems, and specialized foundation work using rigid inclusions and load transfer mats. The project encompasses a wide range of trades, including demolition, abatement, structural steel, mechanical, electrical, plumbing, and fire protection. Site work is extensive, requiring clearing, rock excavation, grading, and the mitigation of impacts on existing wetlands. Infrastructure improvements include the installation of primary and secondary electrical distribution systems, telecommunications, access roads, and paved loading areas. This solicitation is set aside for various small business categories, including SDB, WOSB, HUBZone, and VOSB. Interested parties must respond by October 31, 2026, by contacting the primary point of contact to receive the formal bid invitation and documents.

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Solicitation # 870532

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Colville Fuels, Coyote Ridge Golf Course, Secondary Emergency Exit from Clubhouse Basement

Solicitation # Request-for-Bid-Coyote-Ridge-Golf-Course-Secondary-Emergency-Exit-from-Clubhouse-Basement.pdf

Colville Fuels LLC has issued a price-based Request for Bid for the construction of a code-compliant secondary emergency exit from the clubhouse basement at Coyote Ridge Golf Course in Washington. The scope of work includes structural modifications such as saw cutting reinforced concrete walls and installing headers, as well as exterior excavation and the construction of retaining walls. A critical requirement of the project is the creation of an ADA-accessible route featuring the necessary ramps, landings, and handrails to reach the existing grade or sidewalk. The contractor is also responsible for weatherproofing the installation and restoring all disturbed interior and exterior surfaces. Bids are due by November 20, 2026, with a projected contract award date of December 4, 2026, and a completion target of March 31, 2027. This is a firm fixed-price solicitation where the lowest responsive and qualified bidder will be selected, subject to budgetary limits and Indian preference requirements under Chapter 10-3 of the Colville Tribal Code. Preference-eligible bidders may be awarded the contract even if their bid is higher than the lowest responsive bid, provided it falls within specific allowable differentials based on the total project cost. Qualified bidders must demonstrate technical and financial capacity, provide a detailed project schedule, and submit a subcontracting plan. Mandatory insurance requirements include Commercial General Liability of at least 1 million dollars per occurrence, Business Automobile Liability of 1 million dollars per accident, and Worker's Compensation as required by Washington state law. Final project acceptance by Colville Fuels is contingent upon the exit being fully operational and receiving all necessary approvals from the Authority Having Jurisdiction.

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DEADLINE

2026036-BID3289 ROADS AND BRIDGES ADMINISTRATION BUILDING RENOVATION

Solicitation # 2026036-BID3289

The Columbia County Board of Commissioners is soliciting bids for the renovation of the Columbia County Roads and Bridges Administration Building located in Appling, Georgia. The project aims to improve the facility's functionality and condition through the renovation of office, support, and common areas. The scope of work includes selective demolition, the installation of new finishes, and necessary modifications to mechanical, electrical, and plumbing systems to accommodate a new building layout. This is a lump sum contract requiring bidders to hold both a State of Georgia General Contractor's License and a Columbia County business license. A critical requirement for eligibility is attendance at the mandatory on-site pre-bid meeting on November 4, 2026, at 10:00 AM; failure to attend or arriving more than ten minutes late will result in automatic disqualification. Bids must be submitted electronically via the Bonfire portal by November 19, 2026, at 12:00 PM. Proposals must include a bid bond of at least five percent of the lump sum bid. Upon award, the successful contractor must provide performance and payment bonds equal to one hundred percent of the contract amount within ten days. The procurement process is managed by the Columbia County Procurement Department, with Glenn O'Steen serving as the Procurement Manager.

Columbia County Board of Commissioners

POSTED

about 8 hours ago

DEADLINE

in 29 days

AI Contract Overview

Solicitation P15PS00437, issued by the Department of the Interior's DSC Contracting Services Division, is a construction procurement for the project to Correct Critical Safety Hazards and Rehabilitate the Ahwahnee Hotel NHL located in Yosemite National Park, California. The scope of work involves comprehensive rehabilitation and safety upgrades to a National Historic Landmark, guided by extensive Historic Structures Reports and Cultural Landscape Reports to ensure the preservation of the hotel's rustic design and architectural significance. Technical requirements include detailed demolition plans, electrical and fire protection upgrades, plumbing rough-ins, and specific interior and exterior finishes. The project also incorporates critical safety and structural elements, including seismic rehabilitation based on geotechnical investigations and the correction of concrete deficiencies through crack injection. The procurement process utilizes a sealed bid format via Standard Form 1442 and includes a detailed price schedule for base work and options. Contractors must adhere to Davis-Bacon wage determinations for California and comply with federal regulations, including FAR clauses prohibiting internal confidentiality agreements that restrict reporting fraud, waste, or abuse. Technical specifications are further clarified through construction documents and amendments, such as Amendment No. 3, which provides specific material requirements for pipe railing sizes and high-density styrofoam fill. Bidders are required to provide bonding and insurance as specified in the proposal submission package and must coordinate work with the National Park Service to maintain the integrity of the historic site.

General Info

Agency

Department Of The Interior → Dsc Contracting Services Division

Contract Value

$3,803,428

NAICS

236220 - Commercial and Institutional Building Construction

Place of Performance

Yosemite National Park, Mariposa County, California, YOSEMITE NATIONAL PARK, CA, 95389-0577, USA

Set-Aside

NONE

Awardee

Anderson Burton Construction Inc 121 Nevada Street ARROYO GRANDE CA 93420 USA

Award Issued Date

06/24/2015, 12:00:00 AM UTC

Documents

100% Final Construction Documents – Demolition Plan Sheets A16

sow

High

Ahwahnee Historic Structures Report – Architectural Recommendations: Interiors

24 pages · sow

High

Ahwahnee Hotel Seismic Rehabilitation Alternatives - Part 2

111 pages · sow

High

Ahwahnee Questions and Answers

7 pages · q-and-a

High

Architectural Drawings and Detail Plans

specifications

High

CA150029 Revised Wage Rates 04/24/2015

53 pages · wage-determination

High

California Davis-Bacon Wage Determination CA150029 (03/27/2015)

115 pages · wage-determination

High

Electrical Demo Drawings - East Wing/South Wing

drawings

High

Electrical Drawings - Final CDs (Pages 130-139)

specifications

High

Exterior Elevation and Section Drawings

specifications

High

Final Construction Documents - Demolition Notes and Site Plan

specifications

High

Final Construction Documents Drawings

sow

High

Final Construction Documents - Lighting Legend Sheet

sow

High

Final Construction Drawings – Interior Finish & Framing Sheets

construction-drawings

High

Fire Protection Drawings and Electrical Symbols

specifications

High

Floor Plan Key Notes and Final Construction Documents

sow

High

Food Service Equipment Specifications Brochure

63 pages · specifications

High

Historic Structures Report Appendix D: Stained and Leaded Glass Survey (Jan 2011)

25 pages · sow

High

P15PS00437 Pre-Proposal Conference and Site Visit

30 pages · rfp

High

P15PS00437 Proposal Submission Package - Ahwahnee Hotel Rehabilitation

13 pages · rfp

High

Plumbing Rough-In Plan and Schedule

sow

High

Preliminary Seismic Hazards Assessment for Ahwahnee Hotel

sow

High

SF-1442 Solicitation, Offer, and Award

2 pages · ifb

High

Solicitation Clauses and Contract Provisions

109 pages · solicitation

High

The Ahwahnee Cultural Landscape Report, March 2011

59 pages · sow

High

The Ahwahnee Historic Structures Report (January 2011)

45 pages · sow

High

T&S Brass and Glastender product specifications sheets

227 pages · specifications

High

YOSE-154910C Final Construction Documents - Specifications

557 pages · specifications

High

9_YOSE_154910C-FinalCDs-Pgs90-111_Drawings

22 pages · other

Low

Addtl Provision and Clause - FAR 52.203-98/99

2 pages · other

Low

Ahwahnee Asbestos Survey and PLM Report

survey-report

Low

Ahwahnee Historic Structures Report - Interiors (Jan 2011)

36 pages · other

Low

Ahwahnee Historic Structures Report Jan 2011 – Material Conservation

36 pages · other

Low

Ahwahnee Historic Structures Report, January 2011

40 pages · other

Low

Ahwahnee Hotel Geotechnical Investigation Report

69 pages · other

Low

Ahwahnee Hotel Seismic Rehabilitation Alternatives Final Report (Feb 2002)

79 pages · other

Low

Ahwahnee HSR Appendix J – Historical Photographs

65 pages · other

Low

Ahwahnee HSR Appendix J Historical Photographs

67 pages · other

Low

Ahwahnee HSR Appendix J Historical Photographs (Vol. 2, Pt. 4)

60 pages · other

Low

Ahwahnee HSR January 2011 Historic Structures Report excerpt

19 pages · other

Low

Ahwahnee HSR January 2011 Physical Description Pages 86-115

30 pages · historical-report

Low

Appendix F - Selected Original Historical Drawings (Jan 2011)

20 pages · other

Low

Historic Structures Report Appendices Vol. II, Jan. 2011

25 pages · sow

Low

Historic Structures Report Appendix A: Bibliography, Ahwahnee Hotel (Jan 2011)

49 pages · other

Low

Historic Structures Report II-15 to II-19, January 2011

30 pages · other

Low

March 2011 Ahwahnee Cultural Landscape Report - Analysis and Evaluation

83 pages · report

Low

Pre-Proposal Meeting Attendance Record

other

Low

Signature Page - Ahwahnee HSR

signature-page

Low

The Ahwahnee Cultural Landscape Report - Existing Conditions (March 2011)

45 pages · other

Low

The Ahwahnee Historic Structures Report – Statement of Significance (Jan 2011)

40 pages · historical-report

Low

AI Contract Breakdown

Uniform Contract Format

Contract not broken down yet

CLEATUS splits the solicitation into Uniform Contract Format (UCF) sections: scope, pricing, deliverables, and evaluation criteria.

Timeline

4 updates

PhaseAwarded

PostedMar 5

Presolicitation

Notice updatedApr 2

Response deadline added: May 4, 2015. The notice description changed.

Notice updatedApr 29

The notice description changed.

Notice updatedApr 30

The notice description changed.

Notice updatedApr 30

The notice description changed.

AwardedJun 24

Contract was awarded

Submission Closed

06/24/2015, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of The Interior → Dsc Contracting Services Division

Contacts2 people available

OfficeDenver, CO, 80225, USA

Organization / AgencyDepartment Of The Interior → Dsc Contracting Services Division

Office AddressDenver, CO, 80225, USA

Contacts

Evelyn TateContract Specialist

contact@example.gov

+1 (555) 000-0000

Sally McMahonContracting Officer

contact@example.gov

+1 (555) 000-0000

Full Description

AMENDMENT No, 3 This Addendum forms a part of the Contract Documents, and modifies the original drawings and specifications dated 07/27/2014 and any addenda to this bid package previously issued. It is the responsibility of the contractor to notify all Subcontractors from whom he accepts bids of all changes in the drawings and specifications covering this project. Acknowledge receipt of this Addendum on the bid form. Please see the following questions and answers. QUESTION: What size is the pipe railing shown on details 2 & 5 on sheet A8.1? ANSWER: The pipe sizes for the railing have been clarified on the attached A8.1, Delta 2. The vertical post is 6" O.D. and the horizontal rails are 4" O.D. QUESTION: Throughout the project plans a high density styrofoam fill is called out in between the metal decking, concrete fill and the top of concrete slab, is there a specification for the type of styrofoam fill? ANSWER: High density styrofoam fill to be ASTM D6817, Type EPS29. Questions: Per Specification section 07-01-31, Crack Injection is part of the project. I have not seen specific areas of crack injection called out on the plans, is there project documents showing Crack Injection locations so we can provide quantities for bidding purposes? ANSWER: Crack injection is specified to correct deficiencies in new concrete. Per Section 033300, Paragraph 1.7.H.3., assume 100 lineal feet of crack injection for bidding purposes.