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This Combined Synopsis/Solicitation opportunity was posted on May 7, 2009. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

DISMANTLING 5 TON CRANE & INSTALLING 10 TON CRANE

Closed
464-09MR-2102Federal

Contract Overview

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

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NAICS: 238190
New
SLED
Milpitas Sports Center Football Bleacher Replacement
Solicitation # 26-283
The City of Milpitas is soliciting bids for Project No. 3505, the Milpitas Sports Center Football Bleacher Replacement, located at 1325 E. Calaveras Blvd, Milpitas, California. This project requires a Class A licensed contractor to perform the demolition and replacement of existing football bleachers, along with comprehensive site improvements. The scope of work includes footing clearing, debris removal, earthwork, grading, erosion and sediment control, concrete work, electrical conduit routing and relocations, and the installation of fencing and gates. Additionally, the project mandates significant ADA upgrades to parking areas, restrooms, and access ramps. The engineer's estimate for the base bid is between $1.2 million and $1.4 million, with a required completion timeframe of 330 calendar days. Bids are due by 2:00 p.m. on November 19, 2026, and must be submitted using the City's official forms. Prospective bidders were required to attend mandatory pre-bid conferences on October 29 or November 3, 2026. Submissions must include a 10% bid security in the form of cash, a certified check, or a bid bond from a California admitted surety. The contract will be awarded to the lowest responsive and responsible bidder based on the total base bid alone. Awardees must comply with California prevailing wage laws for Santa Clara County and provide certifications regarding noncollusion, DIR registration, and workers' compensation. Progress payments will be made at 95% of the City's estimate, with a 5% retention, and processed within 30 days of receiving an acceptable invoice and updated CPM schedule.
Engineering (CIP)

POSTED

about 14 hours ago

DEADLINE

in about 1 month
NAICS: 238190
New
SLED
RFP 2027-10192026 School Building Exterior Inspection, Repair & Restoration
Solicitation # 2027-10192026
Shenandoah County Public Schools is soliciting proposals for a firm-fixed-price, turnkey contract to provide inspection, investigation, repair, and restoration of exterior insulation and finish systems (EIFS) for schools throughout the division, beginning with Stonewall Jackson High School. The scope of work includes moisture testing, documenting deficiencies, and the full removal and replacement of EIFS systems, including the installation of air/water-resistive barriers, insulation boards, and compatible sealants. Additional requirements cover the restoration of covered entrance vestibules, door awnings, and commercial caulking systems. All work must adhere to manufacturer specifications and the detailed requirements outlined in the solicitation attachments. Proposals are due by November 6, 2026, and will be evaluated based on experience and past performance (40 points), the proposed project schedule and ability to minimize school disruptions (20 points), and proximity to Woodstock, VA (10 points). Awarded contractors must provide comprehensive general liability and workers' compensation insurance, undergo criminal background checks for personnel, and adhere to strict non-discrimination and student privacy policies. Payment is issued net thirty days following the approval of invoices for work completed. Final acceptance is contingent upon the system being watertight and the submission of all closeout documentation and warranties.
Shenandoah County Public Schools

POSTED

1 day ago

DEADLINE

in 17 days
NAICS: 238190
New
SLED
Miramar College Pool Deck Replacement And Replaster Project
Solicitation # HH26270599
The San Diego Community College District is soliciting bids for the Miramar College Pool Deck Replacement and Replaster Project under solicitation number HH26270599. The scope of work involves comprehensive repairs to the competition and recreation pools, including replastering walls and bottoms, repairing cracks at the north end, and ensuring proper drainage through the repair of perimeter slot drains. Additionally, the project requires the removal and replacement of pool deck coatings, deck and bottom tiles, and coping tiles, as well as the demolition of existing one-meter and three-meter diving board cement bases to install new diving platforms and grade beams. The project is governed by the California Uniform Public Construction Cost Accounting Act and requires compliance with Title 24 regulations and Division of State Architect oversight. Bids must be submitted electronically via the PlanetBids Portal by 2:00 p.m. on November 10, 2026. The contract will be awarded to the lowest responsive and responsible bidder who possesses a valid Class A or B license, including a C-53 Swimming Pool Contractor license. Required submission documents include a bid bond of at least ten percent of the bid amount, a site visit certification, and CARB compliance certification. Awardees must provide a baseline schedule within ten days of the Notice to Proceed and adhere to mandatory participation in an Owner Controlled Insurance Program administered by Keenan & Associates. The base bid includes a project allowance of 170,000 dollars, and the contractor is required to comply with California prevailing wage laws and certified payroll reporting.
San Diego Community College District

POSTED

1 day ago

DEADLINE

in 21 days
NAICS: 238190
New
Federal
WWYK260004 - REPAIR STRUCTURAL INTEGRITY, B1134, POST 34 & NORTH WALL
Solicitation # FA813727R0001
Solicitation FA813727R0001 is a firm fixed price request for proposal for the repair of structural integrity at Building 1134, Post 34, and the North Wall at Tinker Air Force Base, Oklahoma. The project scope involves repairing or replacing eroded shear braces and the base of Post 34 to prevent potential failure. This opportunity is restricted exclusively to Tinker AFB MAC BOA holders, and attendance at the initial site visit on October 22, 2026, is mandatory for eligibility to propose. Interested prime contractors must RSVP by October 20, 2026, and provide an Entry Access List for any personnel requiring base access. The estimated magnitude of the construction is between $100,000 and $250,000, with a performance period of 195 calendar days from the notice to proceed. The acquisition will be awarded based on the Lowest Price Technically Acceptable (LPTA) process, where the award goes to the responsible offeror with a technically acceptable proposal and the lowest evaluated price. Technical evaluations will focus on capability and management, and any deficiency in a subfactor will render a proposal un-awardable. Proposals must be submitted in separate technical and price volumes, with pricing broken down by the CSI Master Format System. The contract is a total small business set-aside and is subject to the Davis-Bacon Act, Buy American Construction Materials requirements, and DFARS cybersecurity standards. Liquidated damages for delays are set at $227.75 per calendar day.
FA8137 Afsc Pzioc

POSTED

4 days ago

DEADLINE

in 27 days
NAICS: 238190
New
SLED
YAC Awning Replacement
Solicitation # 262904MKM
Sarasota County is soliciting bids for the complete replacement of an awning at the Youth Athletic Complex Baseball Field Office Building located at 2810 17th St., Sarasota, Florida, following damage from Hurricane Milton. The project involves the removal of damaged components and the fabrication and installation of a new aluminum canopy system approximately 66 feet wide by 14 feet 6 inches in projection. The contractor must provide all labor, materials, and engineering coordination, ensuring the structure meets current Florida Building Code wind load requirements and utilizes corrosion-resistant hardware suitable for coastal conditions. The successful offeror will be the responsive and responsible bidder providing the lowest total price, with a project completion deadline of 90 days after receipt of the purchase order. Qualified bidders must hold a Certified Specialty Structure, General, or Building Contractor license and provide at least two verifiable references from the last seven years. Due to grant funding requirements, local and American business preferences do not apply to this award. The contract includes strict compliance with federal regulations, including the Byrd Anti-Lobbying Amendment, the Clean Air Act, and various non-discrimination laws. Insurance requirements are comprehensive, requiring Workers' Compensation with a 50 million dollar employers liability limit and business automobile liability of at least 1 million dollars. A contingency of up to 10 percent may be allowed for unforeseen circumstances, provided the total cost does not exceed 150,000 dollars. Final payment is contingent upon final inspection approval and the provision of a minimum one-year workmanship warranty.
General Services

POSTED

5 days ago

DEADLINE

in 28 days

General Info

Agency

N/A

Contract Value

$99,943

NAICS

238190 - Other Foundation, Structure, and Building Exterior Contractors

Place of Performance

MINE SAFETY & HEALTH ADMINISTRATION 765 TECHNOLOGY DRIVE, TRIADELPHIA, WV, 26059, USA

Set-Aside

8A

Award Issued Date

Documents

0

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

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Timeline

2 updates
PhaseClosed
Posted

Combined Synopsis

Notice updated

The notice description changed.

Notice updated

The notice description changed.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyN/A
Contacts2 people available
OfficeN/A
Organization / Agency
N/A
Office AddressN/A
Contacts
Katheryn A. HamptonCONTRACT SPECIALIST
William C. OchSupv Contract Specialist

Full Description

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This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6 of the Federal Acquisition Regulations (FAR), as supplemented with additional information included in this notice. This announcement constitutes the only solicitation for this requirement. THIS IS THE REQUEST FOR PROPOSALS. NO OTHER SOLICITATION WILL BE ISSUED. The provisions and clauses incorporated into this document are those in effect through Federal Acquisition Circular 2005-13. EVALUATION AND AWARD The Government will make an award to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The provisions at FAR 52.212-2--- Evaluation- Commercial Items, apply to this solicitation. While MSHA intends to make an award from this solicitation, it reserves the right to make no award based on the quality of proposals submitted. MSHA is not responsible for and will not reimburse any bid and proposal costs incurred by offerors. Each offeror must submit a proposal in accordance with the instructions herein. Proposals must respond to and meet all of the mandatory requirements of this solicitation. Failure to meet any mandatory requirement may be cause for rejection of an offer without further consideration. When evaluating an offeror, the Government will consider how well the offeror complied with both the letter and intent of these instructions. The Government will consider any failure on the part of an offeror to comply with both the letter and spirit of these instructions to be an indication of the performance it can expect during task order performance. Clarity and completeness of the proposal are of the utmost importance. The proposal must be written in a practical, clear and concise manner. It must use quantitative terms whenever possible and must avoid qualitative adjectives to the maximum extent possible The Government intends to choose the best-value contractor, and may award without discussions. Notwithstanding its plan to award without discussions, the Government reserves the right to conduct discussions with offerors in the competitive range, if necessary and to permit such offerors to revise their proposals. The Government also reserves the right to change any of the terms and conditions of the solicitation by Amendment at any time prior to award and to allow offerors to revise their offers accordingly. Interested parties should forward a proposal addressing the above requirements, all pricing information, and any other relevant information to the contracting officer no later than 3:00 pm EST Thursday June 4, 2009. Responses may be made electronically to och.william @dol.gov or hampton.katheryn@dol.gov. Any questions relating to this solicitation should be forwarded to the above address no later than 3:00 pm EST Thursday May 14, 2009. MSHA will not reimburse any costs relative to responding to this notice and solicitation.All materials shall be submitted in MS Word or Word Perfect. The anticipated contract type will be firm fixed-price. If your company is able to provide the requested item(s) and is interested in this acquisition, please submit the following: 1. Point of contact, including a phone number, physical and e-mail address. 2. Size status and or SBA certification program of your company. 3. Cage Code for your company. 4. An estimated FOB destination cost including capability of meeting delivery dates provided below. 5. NAICS code is 2381906. Firm must be registered in the Central Contractor Registry (CCR) Scope of Work Crane Capacity Up-Rate at MSHA's Approval and Certification Center Background The Approval and Certification Center's Electrical Safety Division currently utilizes a 5-ton lift capacity crane mounted to the structure of Building No. 3. The 5-ton capacity crane limitation has been found to be insufficient to lift heavier electrical components being produced for the mining industry. To continue to perform necessary operations in support of Title 30 Code of Federal Regulations, part 18, a 10-ton lift capacity crane is now required. Location of Work All work shall be performed at the following location: Mine Safety and Health Administration Approval and Certification Center 765 Technology Drive Triadelphia, WV 26059 http://www.msha.gov/TECHSUPP/ACC/directions.pdf Dave Diegmiller is the Approval and Certification Center's Contracting Officers Technical Representative (COTR) and point of contact, review, and acceptance of work once a vendor has been awarded the contract. The point of contact shall be responsible for task coordination and acknowledgment of project completion. Vendors are requested to provide proposals for the following work. Price shall be provided for each phase of the work separating labor vs materials for each phase. The vendor shall be normally engaged in the installation of crane systems, and shall have a minimum five years verifiable experience. Installers shall have a minimum of two years experience installing crane systems. The vendor shall provide references of previous similar work, verification of vendor experience, verification of installer work experience, and documentation of required professional licenses. This information shall be provided in accordance with the solicitation. Prior to providing a proposal, the vendor shall visit the site and obtain relevant information. The site visit is mandatory. The vendor may specify alternate requirements. These alternatives must be specified under the heading "ALTERNATE REQUIREMENT" and submitted as a separate volume. To control costs that may arise from work involved in certain phases of the work being dependent on results from other phases, vendors may submit "not-to-exceed" cost estimates or other plans for submitting costs. Safety, Health, and Environmental Protection The Mine Safety and Health Administration is committed to ensuring that all work is performed in a safe and healthful manner. Safety and health is paramount during performance of the contract. At a minimum, the vendor shall ensure they are in compliance with all Federal, State and City safety regulations. The vendor is responsible for supplying safety equipment to its personnel. Safety items include but are not limited to eye protection, ear protection, foot protection, gloves, etc. Site and work-specific safety and health requirements may be specified by Approval and Certification Center personnel, prior to and during, the performance of the contract. The vendor shall comply with all applicable Federal, State and local laws and regulations concerning environmental pollution prevention and waste disposal. The vendor shall keep the Approval and Certification Center personnel informed of any environmentally hazardous situations that may arise. The vendor shall be responsible for keeping all work areas clean and free of debris. The premises will be occupied during the performance of the work. The vendor shall coordinate their work to accommodate both the work schedule and completion date. Any disturbed landscaping during performance of work shall be returned to its original condition and to the satisfaction of the Contracting Officers Technical Representative (COTR). Phase I - Soil Foundation Verification The vendor shall verify the soil or rock foundation below all existing footings that will be used to support the crane. The foundation verification shall be performed by, or under the supervision of, a Civil Engineer or Geologist with knowledge and experience in evaluation of soil and rock foundations. The Civil Engineer or Geologist shall hold a valid professional license. Boring of the foundation shall be performed as near as practical to the four corners of the craneway and one at mid-length along the two long sides of the building. The borings shall not hit the underlying spread footing and, considering the size of the boring holes, they shall not diminish the existing building support. The borings shall provide information to determine bearing capacity using standard penetration blow counts (or other recognized testing methods) and the depth to reach bedrock. Reference: Blow counts 12 or greater are required to support the foundation loads considering full overturning effects due to runway support bracket eccentricity. Boring of the foundation shall be performed in accordance with good industry practice and all holes shall be filled immediately at the completion of the boring of each hole. Holes drilled through concrete shall be repaired to their original condition. Other holes shall be repaired to conform to the adjacent landscaping. The detailed results of the soil foundation verification shall be formally provided to the Approval and Certification Center. Phase II - Structural Analysis and Crane Specification The vendor shall perform a detailed structural analysis of the craneway supports. The analysis and development of crane specifications shall be performed by, or under the supervision of, a Civil Engineer with knowledge and experience of building crane installation. The Civil Engineer shall hold a valid professional engineering license. At a minimum the analysis shall cover: Building wind loading; snow loading; roof dead loading; roof live loading and crane live loading, both vertical and horizontal, including an impact factor. Crane runway beams, runway beam tie backs (Gantrex tie backs are preferred, this may require additional evaluation/removal of existing web splice plates and modification of two existing support brackets), support columns, column brackets, bolts, and welds, base plate and welds, anchor bolts, column spread footing, and the soil foundation beneath the spread footings. The vendor shall provide formal detailed results of the structural analysis, including all calculations, measurements, assumptions, actual and allowable stresses, loads and deflections. The Approval and Certification Center shall provide all available architectural drawings of the building. Crane Specification: The vendor shall provide a detailed list of all components and work necessary for the installation of a 10-ton lift capacity crane in Building No. 3. The proposal shall include a product description of the crane including: general specifications, load chart, installation instructions, operating procedures, maintenance procedures and testing/certification procedures. All items contained in this offer shall meet or exceed the requirements of the latest edition of the C.M.A.A. (Crane Manufacturer's Association of America) specifications. The crane and hoist shall be C.M.A.A. Class C duty. Trolley and bridge brakes shall be either a non-coasting mechanical drive or an electrically-operated brake on the trolley and bridge. The crane and monorail shall be equipped with end bumpers as per C.M.A.A. specifications. The hoist shall be electrically-driven containing wire rope with machine-cut drums and upper and lower lift limit switches. All electrical equipment shall comply with the current National Electric Code. All motors shall be AC 480 volt, 3-phase, TEFC, complete with reversing starters and controls. The bridge crane, trolley and hoist shall be operated by a push button control system. The preferred method of operation is with a wireless remote control. A one-handed, push button pendent-style control shall also be provided. The pendant shall be festooned such that the pendant may move manually and independently of the trolley. The crane shall have the ability for the trolley to be at one end of the bridge while the operator, with control pendant in hand, is at the opposite end of the bridge. All runway conductors, collectors and conductor hanger clamps and brackets required to properly install the equipment shall be provided. Power to the hoist shall use enclosed type, festoon flexible flat cable or Approval and Certification Center approved equal. Power to the bridge crane shall use three (3) runway current collectors with adjustable mounts. All units shall be supplied with NEMA 4 enclosures containing the necessary electrical devices (transformers, magnetic contactors, rectifiers, reactors, resistors, etc.) to make each unit a self-contained system. Each system shall have only one tie-in point to the Approval and Certification Center's power supply which is a 480 volt, 3-phase service. Each system shall be supplied with a manually-operated disconnect switch with lock-out provisions. Additional crane safety specifications: Machinery, equipment, or systems purchased and/or installed under this specification shall be equipped by the vendor with all guards and/or safety devices to comply with all Approval and Certification Center, federal, state, local and OSHA codes, laws, and directives. The equipment shall be designed to allow the creation of a "zero energy state" when the equipment is off and locked or tagged with a lockout procedure for both mechanical and electrical stored energy systems, including hydraulic, pneumatic, chemical, thermal, or other energy. "Zero energy state" shall mean the disconnecting or valving of the source of primary power with provisions for locking. The vendor shall provide written instructions for each machine center as to procedures necessary to bring the equipment to a "zero energy state". These procedures shall be included within the maintenance and operating manual for the equipment. Warning signs shall be attached as required by safety codes, including OSHA regulations. Phase III - Soil Foundation Remediation Blow counts 12 or greater are required to support the foundation loads considering full overturning effects due to runway support bracket eccentricity. If results of the soil foundation verification and the load analysis indicate that an existing footing(s) need modified to safely support the crane, the vendor shall formally provide a detailed plan for remediation. Costs for performing the remediation may be submitted separately. Phase IV - Crane Installation The old crane shall be removed and the new crane shall be installed in accordance with good industry practice and the applicable standards listed at the end of this document. The vendor shall provide labor, materials and equipment necessary to install and certify the new crane. All welding shall be performed per applicable American Welding Society requirements by certified welders. Welds shall be inspected per applicable American Welding Society requirements. The vendor shall submit a hot work plan for any welding or burning work. All equipment used to install the crane shall be in good and safe condition and shall be maintained per the manufacturer's instructions. All vendor personnel shall be trained to use equipment in a safe and healthful manner. All electrical work shall be performed by registered electricians and in accordance with the National Electric Code. The vendor shall furnish and mount all electrical equipment, including conduit and wiring. The vendor shall be responsible for all final alignment, fine tuning and electrical checkout and testing. The vendor shall advise the Approval and Certification Center of all observed deficiencies related to the crane or building structure concerning machines, equipment, or systems supplied by others. Upon completion of the installation, safe operation of the crane shall be verified and certified by the vendor. As part of the certification, the crane shall be tested at 125% of its safe working load (SWL) which is 25,000 lbs. at a position that creates the highest stresses. Approval and Certification personnel may perform additional tests or inspections including, but not limited to, nondestructive evaluation of the crane's wire rope, electrical connections, and for proper operation of the crane's safety features. The crane and building structure shall successfully pass all tests to be accepted under the contract. The existing crane shall be removed from the site after the Approval and Certification Center formally accepts the installation of the new crane. At that time the existing crane shall become the property of the vendor. The vendor shall specify the value of the existing crane and deduct the value from the bid. Documentation and Training The vendor shall provide detailed installation, operation and maintenance instructions for the crane. The vendor shall provide a minimum of two (2) hours of documented, formalized training on the operation of the crane, including crane and rigging safety to Approval and Certification Center personnel. The training shall be presented by a person knowledgeable in the operation and maintenance of the equipment and who is thoroughly familiar with the installation. The training shall include both classroom and hands-on training. The hands-on training shall include typical lifting operations performed by Approval and Certification Center personnel. The vendor shall provide a written or electronic copy of the training. Warranty and Yearly Maintenance The vendor shall provide a minimum of a two (2) year warranty for all work and components. The vendor shall inspect the crane and building structure annually during the 2 year warranty period and perform routine maintenance. Applicable Standards AWS D14.1, Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment CMAA Specification No. 70 - 2004 - Specification for Top Running Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes CMAA Specification No. 74 - 2004 - Specification for Top Running and Under Running Single Girder Electric Overhead Cranes Utilizing Under Running Trolley Hoist ASME B30.2 - 2005 Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist) National Electrical Code 29 CFR 1910.179 Overhead and gantry cranes

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