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, November 11 at 2:00 PM ET

Register Free →

This Government Contract opportunity from Department Of The Interior was posted on August 26, 2010. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

CURE West Dock Replacement

Awarded
Q1379100032Federal

Contract Overview

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

Active Opportunities Like This One

AI Contract Overview

Show more

This contract involves the replacement of the west dock system at Elk Creek Marina within the Curecanti National Recreation Area near Gunnison, Colorado. The scope includes removal of approximately 540 feet of the existing dock and either storing it onsite or optionally disposing of it offsite, followed by the provision and installation of a new encapsulated flotation dock system complete with anchors and anchoring hardware. The dock system features specified dimensions and materials, including aluminum grid plate decking for gangways, exposed aggregate decking for walkways and slips, and continuous recycled-material bumpers designed to withstand extreme temperature variations and vessel impacts. The project also requires safety features such as fire extinguishers and life rings spaced along the dock, as well as removable railing for reconfiguration purposes. The contract will be awarded as a firm fixed-price agreement to the lowest priced, technically acceptable small business offeror, with NAICS code 332312 (Fabricated Structural Metal Manufacturing) and a small business size limit of 500 employees. The work is scheduled to begin no earlier than April 1, 2011, weather permitting, and must be completed within 45 days of commencement, with liquidated damages of $160 per day for delays beyond the completion date. The dock must be engineered to meet specific load requirements, including dead, live, wind, impact, and torsional loads, and account for significant water elevation changes of up to 65 feet below maximum reservoir level. Submissions must include detailed drawings and photographs of the proposed dock system and associated components. This procurement is set aside entirely for small businesses, and all contractual provisions align with Federal Acquisition Regulations applicable to commercial items.

General Info

Replace 540-foot west dock at Elk Creek Marina with new aluminum flotation system; small business set-aside.

Contract Value

$267,236

NAICS

332312 - Fabricated Structural Metal Manufacturing

Place of Performance

CO

Set-Aside

NONE

Award Issued Date

Documents

0

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

1 update
PhaseAwarded
Posted

Combined Synopsis

Notice updated

The response deadline was removed. The notice title changed. The notice description changed.

Awarded

Contract was awarded

Submission Closed

Find active opportunities like this

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

Organization & Contact Information

Show more
AgencyDepartment Of The Interior → Dsc Contracting Services Division
ContactsNo contacts available
OfficeDenver, CO, 80225, USA
Office AddressDenver, CO, 80225, USA
ContactsNo contact information available

Full Description

Show more
This modification # 0002 for the CURE West Dock Combined Synopsis Solicitation is to add Section 8-A LOAD REQUIREMENTS, Section 8-B WATER ELEVATION CHANGES, and in section 7, the inclusion of the comment that the bumpers must be able to withstand extreme temperature changes and strong impacts from vessels. This modification or any previous modifications does not change the proposal due date. The proposal due date remains as August 19, 2010, 4PM local time, as stated in section 20. Previous modification 0001was to correct the title at the top of the solicitation. The title was corrected to read " CURE WEST DOCK REPLACEMENT Previous modification 0001 was to correct the NAICS code and Small Business Size applicable to the NAICS Code. The correct NAICS code is 332312 - " Fabricated Structural Metal Manufacturing." The correct size code for NAICS 332312 is 500 employees. Previous modification 0001 also added in Section 12 of the combined synopsis solicitation referencing information from FAR 52.219-14. The combined synopsis solicitation as follows is the same information as provided in the original combined synopsis solicitation with exception of the corrections as noted above. ----------------------------------------------------------------------------------------------------------------------------------------- CURE WEST DOCK REPLACEMENTNational Park ServiceLakewood Major Acquisitions Buying Office (MABO)Lakewood, Colorado 8022808/05/2010 Q1379100032 (1) GENERAL INFORMATIONThis is a combined synopsis/solicitation for commercial items prepared in accordance with the format stated in the Federal Acquisition Regulations (FAR) Subpart 12.6, as supplemented with additional information included in this notice. **** This announcement constitutes the only solicitation; quotations are hereby being requested and a separate written solicitation will not be issued. **** (2) AWARD INFORMATIONThe National Park Service contemplates award of a firm fixed price contract, as a result of this combined synopsis/solicitation, to the responsible offeror whose quotation conforms to the solicitation, is fair and reasonably priced, and determined as Lowest Priced Technically Acceptable. Award will be made to the offeror that provides the lowest priced dock system that most closely meets the preference and requirements, as stated and desired, from information provided in the contract line items, dock and decking information, winches and anchors information, and available drawing. This request is to remove the existing west dock system, provide and install a complete encapsulated flotation dock system, including anchors, at the Curecanti National Recreation Area, Elk Creek Marina, approx 14 miles west of Gunnison Colorado. ********This solicitation and subsequent award is a Total Set-Aside for Small Businesses. ******** (3) This solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 2005-09. (4) Solicitation #: Q1379100032. This solicitation is issued as a Request for Quote. (5) NAICS code: 332312; Small business size standard: 500 employees. The estimated magnitude of a resulting contract, based on this solicitation, ranges between $100,000 and $250,000. (6) CONTRACT LINE ITEMS Contract Line Item No. 1 - Removal of Existing Dock SystemThis item consists of the removal of the existing west dock system to the existing NPS maintenance storage area, approximately mile from the project site.Contract Line Item No. 2 - Dock System This item consists of a complete encapsulated flotation dock system, including walkway, slips, cleats, and anchoring system. Contract Line Item No. 3 - Installation This item consists of the installation of the complete dock, anchors and anchoring system, and attachment to shore.Contract Line Item No. 4 - Optional Item A- Disposal of Existing Dock SystemThis item consists of the removal and offsite disposal of the existing west dock system, including walkway, slips, cleats, and anchoring system. Note: If the optional item A is exercised, it will be exercised at the time of award for line items 2 and 3. Drawings and color photos shall be submitted with the offeror's quotation. The drawings and photos shall describe and show the offered walkways, aggregated and metal decked walkways, railing, anchors, anchoring system, flotation system and typical slip setup. (7) Dock and Decking The NPS prefers that the first 20 feet of the gangway (noted as "A" on the available drawing) be 8 feet in width with Aluminum Grid plate decking and requires no flotation. All offerors shall offer their closest standard product offering. The NPS prefers that the next 120 feet section of the gangway (noted as "B" on the available drawing) be 8 feet in width with Aluminum Grid plate decking and shall require flotation. All offerors shall offer their closest standard product offering. The NPS prefers railing to extend 40 feet from beginning point of gangway at point of ramp, along the left side as facing the gangway(Reference "C" on available drawing), and extend 70 feet along the right side, as facing the gangway (Reference "E" on the available drawing). Note: the railing must be removable for relocation elsewhere on the dock system. The NPS requires Fire Extinguishers mounted within cabinets, with hook mounted life rings with ropes, to be included at a maximum of 50 feet spacing, beginning at the point where the gangway meets the slips. (Reference "F" on available drawing). The NPS prefers Cleats every 15 feet along the gangway, from the end of rails extended to the junction of the slips. (Reference "G" on available drawing. The NPS prefers cleats along each main walkway and finger walkways, (Reference "x" on available drawing). The NPS prefers that the slips and walkways from the point of connection to the gangway be of exposed aggregate decking, with a preference of 8 foot width along the main walkway (Reference "H" on the available drawing. The NPS prefers all finger docks to be 4 feet wide with exposed aggregate decking (Reference "L" on available drawing). The NPS requires 26 double slips; each 20 feet wide x 24 feet long finger docks (Reference "I" on available drawing). The NPS requires 2 double slips; each 20 feet wide x 24 & 28 feet finger docks long at the point outward of the 24 foot long slips. (Reference "K" on available drawing). The NPS requires 4 double slips; each 20 feet wide x 28 feet long finger docks at outward most end of the dock system. (Reference "J" on available drawing). The NPS prefers Bumpers on both sides of finger slips and all dock sides. The bumpers shall be continuous bumper railings of recycled material, and black in color. The bumpers shall be able to withstand extreme temperature changes and strong impacts from vessels. All steel framing shall be galvanized coated. The NPS prefers all Bolts, nuts, washers, pins, etc., to be galvanized or stainless steel, compatible with other connection hardware or materials. (8) Winches and Anchors The NPS requires the awarded offeror to provide and install all components of the anchors and anchorage system to include all anchors, cables, winches, winch stands, dock mounting and bracing components, through-dock underwater cable guides, winch wheels, winch levers, winch brakes, and all necessary attachments and accessories. The NPS prefers the winch system to be low maintenance and easy to adjust with extra cable, two speed gears. The NPS prefers all materials in the anchorage system to be of galvanized steel. The NPS prefers the attachment of the anchorage system to the floating modules shall be of materials adequate to accomplish all design loads and shall use compatible attaching hardware. The NPS will require that all anchoring weights are capable of withstanding all forces applied to the dock system (8-A) LOAD REQUIREMENTS Dead Load: Dead load shall be the entire weight of the floating units and all permanent equipment as called for in the contractor-designed drawings and specifications. Live Load: Live loads for various components shall be a minimum of 30 lbs per square foot or as required by the appropriate design codes. Concentrated Loads: 300 lbs. concentrated, plus 33 percent impact (400 lbs total) over a 12 inch x 12 inch area of deck surface, or as required by the appropriate design codes. Maximum deflection shall be as required by the appropriate design codes. Wind Loads: Uniform load from any direction, 15 psf (77 mph) assuming 100 percent boat occupancy or maximum well dimension, whichever is greatest, on all projected surfaces. Profile height of boats shall be as recommended by ASCE Manual 50, Planning and Design Guidelines for Small Craft Harbors, 1994.Currents, Tides and Waves: These structures and systems shall be designed to withstand storm conditions with a design wave height of 2.5 feet and of a 2.0 second period. Temperature Range: -40F to 95F. Impact Loads: The docks, structure, and float system shall be designed to resist the impact load of an approaching 26 foot long boat equal to the longest dock length at 3.0 feet per second perpendicular to the float. Opposing mooring forces: The wale/cleat system shall resist opposing mooring forces of 2000 lbs. at any point along the length of the unit, with cleats assumed to be at 15 feet centers. Torsional Resistance: Torsional resistance to prevent torsion, rocking and twisting by providing sufficient built-in torsional resistance to prevent no greater than 3 inches variation in normal freeboard at the free end of structures under all possible combination of design loadings. Freeboard: Freeboard under design dead and live loads shall be between 16-22 inches. (8-B) WATER ELEVATION CHANGESLake surface can drop up to 35 feet below maximum reservoir elevation. Occasionally, but rarely, the lake surface can drop up to 65 feet from maximum reservoir elevation. (9) Provisions and clauses noted below may be accessed at http://www.acquisition.gov/far. (10) Provision 52.212-1, Instructions to Offerors-Commercial, applies to this acquisition. In addition to the requirements noted in 52.212-1; quotes shall contain the following: a) Offeror provided photos and drawings as stated in section 6 above. b) Price proposal for all contract line items, including the optional item. c) Completion of provision 52.212-3 as noted by paragraph 13 below (ORCA information)d) Acknowledgement of any solicitation amendments; e) Offeror's DUNS (Dunn & Bradstreet number) (11) Provision 52.212-2, Evaluation-Commercial Items, applies to this acquisition. As stated in this provision, the Government will award a contract resulting from this solicitation to the responsible offeror conforming to the solicitation and determined as the lowest priced technically acceptable offer. , which most closely matches the government's requirements. Technical Acceptability will be determined by, and award made to, the offeror that provides the lowest priced dock system that most closely meets the preference and requirements, as stated and desired, from information provided in the contract line items, dock and decking information, winches and anchors information, and available drawing. (12) The Clause at 52.212-5, Contract Terms and Conditions Required to Implement Statutes or Executive Orders-Commercial Items, applies to this acquisition. The following clauses, as cited in clause 52.212-5 are incorporated into this solicitation and subsequent contract: 52.203-6 Alt I, 52.204-10, 52.219-6, 52.219-8, 52.219-14, 52.219-28, 52.222-3, 52.222-19, 52.222-21, 52.222-26, 52.222-35, 52.222-36, 52.222-37, 52.223-9, 52.225-1, 52.225-13, and 52.232-33.Other applicable clauses: 52.204-7, 52.211-11, 52.211-16, 52.212-4, 52.217-5, 52.217-6, 52.217-7, 52.217-9, 52.222-03, 52.223-5, 52.223-06, 52.223-10, 52.223-14, 52.229-03, 52.232-25, 52.233-01, 52.233-03, 52.233-4, 52.237-4, 52.237-5, 52.242-15, 52.242-17, 52.243-01, 52.244-06, 52.246-2, 52.246-20, 52.249-02, 52.249-04, 52.249-08, 52.252-04, DIAPR 2010 Note to Offerors: FAR 52.219-14, as referenced above includes information for this solicitation concerning the non-manufacturer rule that is applicable, and states "that the actual manufacturer or processor be a small business concern" (13) ORCA REGISTRATIONOfferors shall be registered via "ORCA" at https://orca.bpn.gov/login.aspx or complete and return with their quotation a copy of provision 52.212-3, Offeror Representations and Certifications-Commercial Items. Clause 52.212-4, Contract Terms and Conditions - Commercial Items, applies to this acquisition. If registered in ORCA, the offeror must provide their DUNS number in their quotation offering, in lieu of a hard copy of the Reps and Certs. (14) CCR REGISTRATIONAll offerors wishing to be considered for this solicitation must be registered in the Central Contractor Registration (CCR) database prior to the approximate date of award (08/24/2010). Registration in the CCR database may be completed via www.ccr.gov, and takes approximately seven (7) days for completion. (15) CONTRACT DESCRIPTIONThe work consists of the removal of approximately 540 feet of the existing west dock to a storage area approximately mile from the project site. An optional item is requested for the disposal of the removed system offsite. The work will also consist of providing and installing a new encapsulated flotation dock, anchors, and anchoring system. (16) DELIVERY SCHEDULE and CONTRACT PERIODThe awarded offeror will be expected to begin the removal of the existing west dock and installation of the new dock, anchors, and anchoring system by April 1, 2011, or as quick as weather permits thereafter. The awarded offeror may begin earlier if weather permits. The project shall be completed within 45 days after work begins. Liquidated Damages will be applicable for this requirement. See section 24 below. (17) LOCATION This project is located at the Elk Creek Marina, just off of U.S. Highway 50, approximately 14 miles west of Gunnison, Colorado. To access the project site, follow U.S. Highway 50 to the road sign indicating Elk Creek Marina. The docks are on the west side of the boat launch ramp (not the dock with the marina store). Access is available via paved road with 10 foot wide lanes in each direction. Gunnison, Colorado is the nearest location for food lodging and supplies. Cellular phone connectivity on site is poor. (18) PARK REQUIREMENTSThe contractor shall determine and adhere to road way use regulations for all roads between the point of origin and the delivery site, and responsible for any applicable permits.The contractor shall adhere to all park requirements, rules, regulations, and posted speed limits within all park boundaries.Commencement of this project will be subject to boating, automobile, and pedestrian traffic. The marina will remain open to the public at all times during the project work. (19) MEASUREMENT AND PAYMENTThe measurement for payment shall be for each completed line item as awarded, either line items 1, 2 and 3, or 2, 3 and 4, as noted in section 6 above. Either line item 1 or 4 will be awarded, but not both. Payment will be made at the contracted prices. Payment shall be made via Electronic Funds Transfer to the vendor's bank of record, as indicated in the vendor's current Central Contractor Registration. (20) QUOTE SUBMISSION and DUE DATEIn order to be effectively and equitably evaluated, all offerors must provide drawings and color photos of the product(s) offered. The drawings and photos shall describe and show the offered walkways, aggregated and metal deck walkways, railing, anchors, anchoring system, flotation system and typical slip setup. Notice: Refer to FAR Clause 52.217-5, Evaluation of Options, as prescribed in FAR 17. Submit pricing for base price and all options. Failure to do so may render the proposal unacceptable. In case of error in extension prices, unit governs. In case of errors in summations, the total of the corrected amounts govern. Limit amounts to whole dollars. The Government reserves the right to award options at the time of award. NOTE: Price information shall be submitted on a separate page from all other submitted information. Offerors shall submit their quotations to Joseph Gatlin, National Park Service, 12795 W. Alameda Parkway, Lakewood Colorado, 80228. All quote packages shall be marked "CURE WEST DOCK." Quotes shall be submitted to insure receipt by 4:00 pm local time, Lakewood, Colorado, Thursday. August 19, 2010The anticipated award date is on or about Tuesday, August 24, 2010. All quotation materials shall be submitted in binders or folders with pronged fasteners that will securely contain all provided information. (21) EVALUATION FACTORS FOR AWARD DECISIONAward will be made to the offeror that provides the lowest priced dock system that most closely meets the preference and requirements, as stated and desired, from information provided in the contract line items, dock and decking information, winches and anchors information and available drawing. (22) SITE VISIT:An organized site visit will not be held. Access to the site is open to the public year round. Any questions or requests shall be addressed to the Contracting Officer as found in the contact information section below. (23) CONTACT INFORMATIONFor information regarding this solicitation contact: Joseph Gatlin, Contracting Officer, at contact@example.gov. (24) LIQUIDATED DAMAGESLiquidated damages will be applicable for this project as stated in the following FAR Clause. 52.211-12 Liquidated Damages LIQUIDATED DAMAGES (SEPT 2000) (a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $160.00 for each calendar day of delay until the work is completed or accepted. (b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause. Liquidated damages shall commence 46 days after the awarded offeror commences work at the site. Time will be credited for excused delays. Excused delays are defined as Acts of God, Acts of the Government that cause delay, fires, floods, epidemics, quarantines, strikes, freight embargoes, and unusually severe weather. (Ref FAR 52.249-14) (25) SET - ASIDEThis solicitation and any resulting award, based on this solicitation, is set aside totally for small businesses. (26) DRAWING. Interested parties may request a copy of the available NPS Drawing via email request to Joseph R. Gatlin, at contact@example.gov. Please note in the subject line, "CURE WEST DOCK SCOPE REQUEST." End.

More opportunities from Department Of The Interior → Dsc Contracting Services Division

Same awarding agency

NAICS: 237110
New
Federal
Y--GRTE 237343 - Rehab 4 Lazy F Ranch
Solicitation # 140P2026R0098
Solicitation 140P2026R0098 is a Total Small Business Set-Aside for the rehabilitation of the historic 4 Lazy F Ranch in Grand Teton National Park, Wyoming. The project scope involves extensive structural, utility, and preservation work on one lodge, eight cabins, one garage, two outbuildings, and a water well structure to convert them into employee housing. Key technical requirements include the installation of a new sanitary sewer collection system, lift station, and water distribution for domestic and fire service, as well as the expansion of the parking lot to include ADA spaces. The project is estimated to have a construction magnitude exceeding 10 million dollars, with a base performance period of 303 calendar days, potentially extending to 669 days depending on the selected CLINs. The government will award the contract using the Best Value Continuum Tradeoff Process, evaluating proposals based on technical approach, project experience, schedule, and past performance, with non-price factors being equally important to price. Contractors must adhere to strict environmental and safety regulations, including potential seasonal closures from February 1 to August 15 for bald eagle nesting and protections for roosting bats. Additionally, the project requires the management of hazardous materials, as surveys have identified potential asbestos and lead-based paint across the facilities. Proposals must be submitted electronically to the Contracting Officer, Tony Jasper, by the specified deadline, and the successful bidder will be required to provide bid, performance, and payment bonds.
Water and Sewer Line and Related Structures Construction

POSTED

about 19 hours ago

DEADLINE

in 22 days
View Details
NAICS: 237990
New
Federal
Y--Timucuan Ecological and Historic Preserve TIMU-335
Solicitation # 140P2026R0081
Solicitation 140P2026R0081 is a Small Business Set-Aside, Firm-Fixed-Price contract issued by the National Park Service for the stabilization of the Kingsley Plantation shoreline at the Timucuan Ecological and Historic Preserve in Jacksonville, Florida. The project, identified as TIMU-335507, aims to repair and extend a seawall damaged by Hurricane Ian to protect critical cultural and ecological resources. The scope of work is divided into three primary CLINs: the installation of a new weatherable rigid vinyl sheet pile wall with tie rods in front of the existing wall, the extension of the wall eastward using structural FRP composite sheet piles, and comprehensive site restoration including excavation, backfilling, sodding, sea grass restoration, and the installation of limestone riprap. The estimated construction magnitude is between 1 million and 5 million dollars, with a mandatory performance period of 259 calendar days. Award will be determined using the Best Value Continuum Tradeoff Process, where non-price factors—specifically technical approach, schedule, and management approach—are significantly more important than price. Contractors must adhere to strict environmental protection protocols to safeguard aquatic species, wetlands, and endangered wildlife, including manatees and sea turtles, in compliance with the Marine Mammal Protection Act and the Endangered Species Act. Additional requirements include adherence to the Davis-Bacon Act for prevailing wages, ADA compliance for public dock walkways, and the use of biodegradable or recyclable packaging. Proposals must be submitted electronically in two volumes by November 13, 2026, and include a bid bond and detailed past performance data.
Other Heavy and Civil Engineering Construction

POSTED

2 days ago

DEADLINE

in 15 days
View Details
NAICS: 221320
New
Federal
Y--GRCA 257282 - Replace Wastewater Plant at South Ri
Solicitation # 140P2026R0101
Solicitation 140P2026R0101 is an unrestricted full and open competition Invitation for Bid issued by the National Park Service, DSC Contracting Services Division, for the replacement of the South Rim Wastewater Treatment Plant at Grand Canyon National Park, Arizona. The project involves the construction of a GD Membrane Bio-Reactor wastewater treatment plant, including new treatment facilities, administrative and support buildings, and process systems. The scope of work encompasses complete demolition and removal of existing infrastructure, site preparation, grading, paving, fencing, and improvements to the facility access road. A critical requirement is that the existing plant must remain in permitted operation until the new facility is accepted by the government, and the contractor must provide a 12-month operational support period. The contract is a firm-fixed-price acquisition with a magnitude exceeding 100 million dollars. The mandatory period of performance is 1095 calendar days, scheduled from February 1, 2027, to February 1, 2030. Award will be based on a multi-factor, best-value tradeoff process evaluating technical experience, technical approach, key personnel experience, and price. Required deliverables include a detailed commissioning plan covering startup sequencing, operator training, and regulatory coordination. The contractor must furnish performance and payment bonds and comply with union prevailing wage rates, Department of the Interior cybersecurity requirements, and ADA/ABA accessibility standards.
Sewage Treatment Facilities

POSTED

2 days ago

DEADLINE

in 20 days
View Details
NAICS: 237310
Federal
Z--BRCA 310427 Southbound Shuttle Stop
Solicitation # 140P2026R0065
Solicitation 140P2026R0065 is a small business set-aside for the construction of the Southbound Shuttle Stop at Bryce Canyon National Park, Utah. Managed by the National Park Service Denver Service Center, this firm-fixed-price contract has an estimated value between $1,000,000 and $5,000,000. The scope of work includes shuttle stop improvements, the addition of lanes, culvert installation, trail realignment, retaining wall construction, ADA ramp and sidewalk installation, and the placement of shelters and MUTCD-compliant signage. Due to the project's location, the contractor must implement protective measures for the adjacent UT Prairie Dog Habitat and ensure all equipment is clean and free of contaminants. The performance period is scheduled from May 1, 2027, to September 28, 2027, with a total duration of 150 calendar days following the notice to proceed. Award will be determined using the Best Value Continuum Tradeoff Process, evaluating technical approach, schedule, project experience, key personnel, and past performance alongside proposed pricing. Requirements include the submission of bid, performance, and payment bonds, compliance with Davis-Bacon Act wage determinations, and adherence to OSHA safety standards. Proposals must be submitted electronically in separate technical and price volumes, with a final response deadline of November 3, 2026.
Highway, Street, and Bridge Construction

POSTED

14 days ago

DEADLINE

in 4 days
View Details
NAICS: 237110
Federal
Y--HAVO 326181 Rehabilitate Rainshed&Water Treatment
Solicitation # 140P2026R0091
Solicitation 140P2026R0091 is a firm-fixed-price construction contract issued by the National Park Service Denver Service Center to rehabilitate the Rainshed and Water Treatment System at Hawaii Volcanoes National Park. The project scope includes the rehabilitation of the rainwater catchment and water treatment systems, the replacement of Building 43 with a new metal building, and the replacement of Building 241 with a new open-air and CMU structure. Additional optional requirements include replacing the perimeter fence, repairing the water treatment system, and replacing ground catchment pavement. The project has a mandatory performance period of 610 calendar days, with primary CLINs scheduled from November 1, 2026, to July 3, 2028. The government will award the contract using a best value tradeoff process, evaluating non-price factors such as project experience, technical approach, management approach, and construction schedule against proposed pricing. Bidders must comply with the Davis-Bacon Act for prevailing wages and adhere to Buy American Act and Build America Buy America standards. Technical requirements include ADA compliance, the implementation of a Quality Control Plan, and adherence to specific environmental standards regarding ozone-depleting substances and recycled content. Due to the site's nature, the project involves Section 106 mitigation for historic buildings and requires careful construction phasing to ensure water production is not compromised. Proposals must be submitted electronically, and the awardee will be required to provide performance and payment bonds within 10 days of award.
Water and Sewer Line and Related Structures Construction

POSTED

17 days ago

DEADLINE

in 8 days
View Details
NAICS: 237310
Federal
Z--YELL 338223 - Bridge Preservation
Solicitation # 140P2026R0073
Solicitation 140P2026R0073 is a Small Business Set-Aside for bridge preservation services at Yellowstone National Park, Wyoming, managed by the National Park Service Denver Service Center. The project involves the rehabilitation of three specific bridges: Lava Creek, Thumb Creek, and an Unnamed Creek bridge. The scope of work includes concrete spall and structural repairs, crack sealing, stone masonry repointing, bridge expansion joint maintenance, painting of railings, and the application of epoxy overlays via hydro-demolition. Additional requirements include erosion repair, pavement markings, and strict traffic control. The anticipated period of performance is 155 calendar days from the Notice to Proceed, with an estimated contract value between $1 million and $5 million. The contract will be awarded using the Best Value Continuum Tradeoff Process, where non-price factors—specifically technical approach, project experience, key personnel, and past performance—are significantly more important than price. Required key personnel include a Site Superintendent with at least five years of experience and OSHA 30 certification, and a Traffic Control Supervisor with three years of experience meeting MUTCD standards. Contractors must adhere to strict work hour restrictions from 7 AM to 7 PM and comply with environmental protections for wildlife and cultural resources. Performance and payment bonds are required at 100 percent of the contract price, and the project is subject to Davis-Bacon Act labor standards. Proposals are due by October 30, 2026.
Highway, Street, and Bridge Construction

POSTED

17 days ago

DEADLINE

in about 13 hours
View Details

Earlier notices in this NAICS code

Posted before this notice, open and closed

Find Active Opportunities Like This

Get AI-powered intelligence on the opportunities still open

Every page of the solicitation package shredded into a compliance breakdown

AI-powered matching based on your capabilities and past performance

Competitor and incumbent history on the requirement

Automated alerts on amendments, Q&A deadlines, and award

Miguel
Hillary
Keith Deutsch
Christine

Join 750+ contractors already using CLEATUS