This Government Contract opportunity from Department Of Defense was posted on September 26, 2018. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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High Mast Lighting Inspections

Awarded

W912ES18T0146Federal

Submission Closed09/26/2018, 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: 541350

New

Federal

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242-NETWORK Contract Office 02 (36C242)

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CAT 5 Elevator Inspection USP Atwater

Solicitation # 15B61827Q00000001

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H259-- ELECTRICAL 5-YEAR ARC FLASH STUDY (VA-27-00002938)

Solicitation # 36C25227Q0050

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Aviation Operations Center (AOC)- Building Engineer Report (BER)

Solicitation # 15DDHQ27R00000001

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Office Acquisition Management

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HSR26-26 Re-Bid #2 Fresno Building Inspection

Solicitation # HSR26-26

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California High-Speed Rail Authority

POSTED

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Commercial Building Inspector / AppraiserThis subcontract opportunity, managed by the Department of Agriculture's FPAC Business Center Management Services Division, requires a licensed commercial building inspector or certified appraiser to conduct comprehensive condition assessments in Springfield, Georgia. The selected provider will evaluate structural and mechanical systems for property owners involved in USDA lease acquisition projects, specifically inspecting the roof, foundation, HVAC, electrical, and plumbing systems. The primary deliverable for this engagement is a detailed commercial building inspection report or a formal appraisal document. Interested parties must submit their responses by November 28, 2026, under NAICS code 541350.

Fpac Bus Cntr-Mgmt Svs Division

POSTED

DEADLINE

H945--Boiler Controls Inspection and Testing

Solicitation # 36C25027Q0072

The Department of Veterans Affairs, Network Contracting Office 10, is seeking a contractor to implement a comprehensive device-level inspection and testing program for three hot water condensing boilers. The scope of work involves two boilers located at Building 5 on the Richard L. Roudebush Campus and one boiler located at the Vet's House on the Cold Springs Road Campus, both in Indianapolis, Indiana. The contractor must provide detailed documentation of all testing and inspections to ensure compliance with standards set by the VA, the Joint Commission, NFPA, and the Authority Having Jurisdiction. This is a firm-fixed price service contract under NAICS code 541350, featuring a one-year base period anticipated from December 22, 2026, to December 21, 2027, with four subsequent one-year option periods extending the ultimate completion date to December 21, 2031. This procurement is 100% set aside for Service-Disabled, Veteran-Owned Small Business (SDVOSB) concerns. To be eligible, offerors must be certified as an SDVOSB by the Small Business Administration and represent themselves as a small business concern under the assigned NAICS code; offers from non-SDVOSB entities will be rejected.

250-NETWORK Contract Office 10 (36C250)

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Operation and Management of the Building Department

Solicitation # AD-26-01

The City of Pembroke Pines is soliciting proposals under RFP AD-26-01 for the operation and management of its Building Department. The project utilizes a City-Provided Leadership Model, where the City retains the Chief Building Official and Building Department Operations Manager, while the contractor provides all other necessary administrative, clerical, and technical staff, including Assistant Building Officials, Trade Chiefs, Plan Reviewers, and Inspectors. The selected firm will be responsible for issuing permits, performing inspections, and executing statutory duties in accordance with the Florida Building Code and Broward County Amendments. The contract is for an initial five-year term with one five-year renewal option. Proposals are due by 2:00 pm on November 10, 2026, and must be submitted electronically via the City's e-Procurement Portal. Pricing is based on a proposed percentage of gross revenue derived from building permit fees, with specific daily rates established for key roles such as Assistant Building Officials at 1,500 dollars and Trade Chiefs at 1,000 dollars. Award decisions will be based on the most responsive and advantageous proposal, with preference points available for local Pembroke Pines vendors, Broward County vendors, and Veteran-Owned Small Businesses. Contractors must ensure all personnel have at least three years of relevant experience and hold required state and county certifications. Strict vehicle marking standards are required, including uniform colors and specific City of Pembroke Pines identification. The contractor must also implement a comprehensive Quality Assurance program to track performance metrics such as turnaround times and error rates. Required submittals include a Letter of Intent and a sworn Affidavit of Accuracy.

City Manager's Office

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OER Solar Quality Assurance Study and Report

Solicitation # RFP27007093

The State of Rhode Island Office of Energy Resources is soliciting a consultant under RFP27007093 to conduct a Quality Assurance Study and Report for the Renewable Energy Growth Program installations from the 2026-2028 program years. The selected consultant will perform on-site assessments by licensed electricians to ensure systems are safe, high quality, and compliant with NEC and state specifications. Key deliverables include a sampling memo for OER approval, standardized inspection reports for installers and homeowners, a customer feedback survey, and a final report presented in person to the DG Board. The initial contract term is three years starting approximately January 1, 2027, with the possibility of two additional 12-month renewals. Award decisions are based on a weighted scoring system of 106 points, requiring a minimum technical score of 55 points to proceed to cost evaluation. Bidders must provide a detailed cost proposal broken down by specific tasks, ranging from small-scale PV inspections to larger wind and hydropower projects. Mandatory requirements include a Supplemental Bidder Attestation regarding conflicts of interest, an ISBE participation plan for MBE, WBE, or Disability Business Enterprises, and professional certifications such as NABCEP. The consultant must also maintain significant insurance coverage, including 2 million dollars in professional liability and 1 million dollars in commercial general liability and automobile liability.

State of Rhode Island

POSTED

DEADLINE

PARK VIEW HEALTH AND WELLBEING CENTRE BUILDING SUPERVISOR SERVICES

Solicitation # CAV-FTS-64586

The Cardiff and Vale University Health Board is seeking a qualified consultant for the provision of Building Supervisor Services for the Park View Health and Wellbeing Centre in Ely, Cardiff. Under solicitation CAV-FTS-64586, the appointed supervisor will act as the Health Board's independent representative on-site, providing quality assurance, compliance monitoring, and reporting throughout the construction, commissioning, and handover phases. Key responsibilities include monitoring workmanship and materials against contract documents, inspecting high-risk and concealed work, and maintaining a detailed quality observation and non-conformance log. The contract is estimated at 140,000 GBP excluding VAT and is scheduled as a 90-week appointment, with an assumed 12-month defects period. The successful tenderer will be appointed under an NEC PSC contract and must adhere to strict reporting timelines, including issuing site visit reports within one working day and escalating urgent safety concerns within two hours. Evaluation for the award is based on a Most Economically Advantageous Tender approach, weighted 60 percent for commercial cost and 40 percent for technical quality. Mandatory insurance requirements include 5 million GBP for Professional Indemnity and Public Liability, and 10 million GBP for Employers Liability. The submission deadline for this open procedure is November 16, 2026, with a particular suitability noted for small and medium-sized enterprises.

Cardiff and Vale University Health Board

POSTED

DEADLINE

Third Party Elevator Inspections

Solicitation # 2026-23

The City of Newark, New Jersey, through the Division of Central Purchasing, is soliciting proposals under solicitation number 2026-23 for a Private On-Site Inspection Agency to provide third-party elevator subcode enforcement services. The selected contractor must be authorized by the New Jersey Department of Community Affairs and operate in accordance with N.J.A.C. 5:23-4.14 and the NJBIC. The scope of work requires the agency to provide on-call inspectors under the guidance of the City Construction Code Official, with a minimum staffing requirement of one Elevator Sub-Code Official and at least two full-time elevator inspectors assigned to Newark. The agency must maintain an office staffed at least 40 hours per week and conduct monthly performance review meetings with City representatives to monitor service quality and workload. The contract is for an initial term of three years, with the possibility of two additional one-year renewal terms, totaling a maximum of five years. Proposals must be submitted electronically via the OpenGov e-Procurement Portal by November 24, 2026, at 2:00 pm. Submissions must be divided into a separate technical proposal and cost proposal, accompanied by various certifications, including W-9, Federal Debarment, and disclosures regarding Iran and Russia-Belarus activities. Award decisions will be based on the most advantageous offering that best meets the City's needs, with a focus on responsiveness and the standards of responsibility. Failure to provide required information or submitting inadequate pricing may result in a proposal being deemed non-responsive.

Division of Central Purchasing

POSTED

DEADLINE

Depot Fire Break & Void Detection Surveys

Solicitation # ocds-h6vhtk-079033

Thameslink Southern Great Northern Limited (TSGN) is seeking a contractor to address fire safety non-compliances across several depots. The project focuses on reviewing existing fire prevention measures within ceiling voids, including fire stopping and fire breaks. The primary deliverable is a comprehensive scope of works for roof void fire protection, which must include fire breaks, fire stopping for existing walls, and a detailed review of void protection aligned with the current fire alarm system. The contract is divided into three geographical lots: Lot 1 covers Bedford, Peterborough, Letchworth, and Welwyn; Lot 2 covers Selhurst, Battersea, Hornsey, Streatham Hill, and Cricklewood; and Lot 3 covers Brighton, Bognor Regis, Hove, Littlehampton, and Horsham. The total estimated value of the project is 540,000 GBP including VAT, with individual lot estimates ranging from 168,000 GBP to 204,000 GBP. The estimated period of performance is one year, from April 26, 2027, to April 25, 2028. Award decisions will be based on a competitive flexible procedure, with evaluation weighted at 60 percent for technical quality and 40 percent for the commercial pricing proposal across all lots. The opportunity is open to small and medium-sized enterprises (SME), and all submissions must be made in English via the electronic portal.

Thameslink Southern Great Northern Limited (TSGN)

POSTED

3 days ago

DEADLINE

N/A

AI Contract Overview

The contractor is required to provide all labor, materials, and equipment to perform visual and technical inspections of high mast lighting poles at Locks 1 through 10 in the St. Paul District, spanning from Minneapolis, Minnesota to Guttenberg, Iowa. The scope of work includes assessing luminary poles, base plates, anchorage, and foundations using FHWA NHI 05-036 coding guidelines. Technical requirements include ultrasonic testing of anchor bars, magnetic particle testing of weldments, pole wall thickness measurements, torque testing of anchor nuts, and internal corrosion inspections. Elements above eight feet must be inspected using optics with at least ten times magnification. Strict personnel qualifications are mandated, requiring an inspection team leader and inspectors to have completed the FHWA bridge inspection course, with the leader possessing at least five years of relevant experience. Non-destructive testing technicians must be CWI Level II certified or higher. The contractor must coordinate with lockmasters five days in advance and adhere to specific working hours and safety regulations, including USACE EM 385-1-1. All field work must be completed within 60 calendar days of award, with final reports, sealed by a professional registered engineer, submitted within 120 calendar days.

General Info

Agency

Department Of Defense → W07V Endist St Paul

Contract Value

$19,900

NAICS

541350 - Building Inspection Services

Place of Performance

various locations along the Mississippi River at Lock and Dam system - See Scope of Work, MN, USA

Set-Aside

NONE

Awardee

FICKETT STRUCTURAL SOLUTIONS INC

Award Issued Date

09/26/2018, 12:00:00 AM UTC

Documents

A20_18T00146_Wage_Rate_LD_10_ATTACHMENT_E.docx

A20_18T00146_Wage_Rate_LD_7_ATTACHMENT_D.docx

A20_18T0146_Wage_Rate_FCSB_LD_4_6_8_9_Attachment_C.docx

A20_18T0146_Wage_Rate_LD_1_%262_Attachment_A.docx

A20_18T0146_Wage_Rate_LD_3_%264_Attachment_B.docx

A22_18T0146_Element_Rating_Report_Attachement_1.xlsx

A22_18T0146_ML2-20-407_Attachement_2.pdf

A22_18T0146_ML2-29-434_Attachement_3.pdf

A22_18T0146_ML5-29-440_Attachement_4.pdf

W912ES18T0146_High_Mast_Lighting_Insp.pdf

W912ES18T0146_P00001_Amendment.pdf

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

1 update

PhaseAwarded

PostedSep 18

Combined Synopsis

Notice updatedSep 21

Response deadline changed from Sep 24, 2018 to Sep 25, 2018. The notice description changed.

AwardedSep 26

Contract was awarded

Submission Closed

09/26/2018, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W07V Endist St Paul

Contacts1 person available

OfficeSAINT PAUL, MN, 55101-1323, USA

Organization / AgencyDepartment Of Defense → W07V Endist St Paul

Office AddressSAINT PAUL, MN, 55101-1323, USA

Contacts

Terry ZenkerContract Specialist

contact@example.gov

+1 (555) 000-0000

Full Description

1. Contractor shall provide all plant, labor, and material to inspect all high mast lighting poles at Locks 1 through 10 in the St. Paul District. High mast lighting is up to 100 feet above ground level at some locations. These facilities are located along the Mississippi River from Minneapolis, Minnesota to Guttenberg, Iowa. a. Safety - Contractor shall be responsible for following all applicable state and federal safety laws and regulations as well as special provisions found in USACE EM 385-1-1, Safety and Health Requirements Manual. b. Uniform - All contractor personnel shall wear an appropriate work uniform consisting of full length trousers, steel toe (or equivalent) safety shoes, and at a minimum a short-sleeved shirt. PPE such as hard hat, work gloves, hearing protection, and eye protection shall be worn as required. 2. Inspection shall consist of visually inspecting the luminary poles, their base plates, anchorage, and foundation. The coding guide from FHWA NHI 05-036, - Guidelines for the Installation, Maintenance and Repair of Structural Supports for Signs, Luminaries and Traffic Signals published in March 2005 shall be used to assign a condition state to each element inspected. Specific inspection techniques shall be required as listed below: a. Ultrasonic Testing (UT) of all anchor bars. The inspector shall determine the length of the partially embedded bars and inspect for cracks or other defects in accordance with AWS D1.1. Government personnel will remove paint from the ends of the anchor rods in order to facilitate UT testing. Government personnel will perform touch up painting. b. Magnetic Particle Testing (MT) of weldments joining the pole to the base plate. Government personnel will remove the paint from this area and provide touch up painting after testing is complete as required. c. Pole wall thickness measurements shall be taken on all sides no more than one foot above the base plate or anchorage location. d. Anchor nuts shall be tested with a torque wrench for tightness by attempting to further tighten each nut. If nuts do not turn when 125 foot pounds of torque is applied, it will be considered a positive tightness test. e. Photographs. At a minimum one general photo of each light pole is required at the base. All significant defects shall be photo documented and included in the final report. f. Inspection of the interior of the pole for corrosion. The access door for the luminary raising/lowering system shall be removed and the interior of the pole shall be inspected for corrosion at each light pole. Sufficient illumination must be supplied to allow for a visual inspection. 3. Hands on inspection of elements over 8 feet above ground level will not be required. Inspection of elements greater than 8 feet above ground level shall be inspected by using optics with at least a ten times magnification factor. (Binoculars or spotting scope with greater than 10X magnification are acceptable). 4. Personnel Requirements. Inspection teams shall be led by a qualified inspection team leader. The inspection team leader shall be present for the entire duration of inspection work. If the inspection team leader must leave the site, inspection activities shall cease until he/she returns. a. Inspection Team Leader - Required to have passed the two week FHWA course for inspection of in service bridges and shall have at least five years of relevant bridge inspection experience. b. Inspector - Required to have passed the two week FHWA course for inspection of in service bridges. c. Non-destructive Testing Technicians - Shall be certified as a CWI Level II or greater. It is acceptable to have a CWI Level I working under the direct supervision of a CWI Level II. 5. Inspection Locations/Contact Information: Location Lockmaster Grid/Address/Phone Number of Poles Lock and Dam 1 Michael DeRusha +1 (555) 000-0000 5000 West River Parkway, Minneapolis, Minnesota 55414-1681 15TVK8400773493 +1 (555) 000-0000 2 Poles w/8 bolts ea Lock and Dam 2 Brian Gray +1 (555) 000-0000 1350 Dam Road, Hastings, Minnesota 55033-1145 15TWK1036256285 +1 (555) 000-0000 1 Pole w/4 bolts ea 2 Poles w/8 bolts ea Lock and Dam 3 Timothy Tabery +1 (555) 000-0000 4330 E Co Rd 18, Welch, Minnesota 55089 15TWK3088739687 +1 (555) 000-0000 1 Pole w/4 bolts ea 2 Poles w/8 bolts ea Lock and Dam 4 Judith Denzer +1 (555) 000-0000 P.O. Box 325, Alma, Wisconsin 54610-4421 15TWK8618608674 +1 (555) 000-0000 1 Pole w/4 bolts ea 2 Poles w/8 bolts ea Lock and Dam 5 Kriss Zeller +1 (555) 000-0000 12554 Highway 61, Minneiska, Minnesota 55959-9756 15TWJ9493590344 +1 (555) 000-0000 1 Pole w/4 bolts ea 2 Poles w/8 bolts ea Lock and Dam 5A Joseph Heffner +1 (555) 000-0000 W679 State Hwy 35, Fountain City, Wisconsin 54629-7214 15TXJ0641182475 +1 (555) 000-0000 3 Poles w/8 bolts ea Lock and Dam 6 Rojean Heyer +1 (555) 000-0000 W24055 Lock and Dam Rd, Trempealeau, Wisconsin 54661-0406 15TXJ2527273095 +1 (555) 000-0000 3 Poles w/8 bolts ea Lock and Dam 7 Delene Moser +1 (555) 000-0000 33018 Highway 61, La Crescent, Minnesota 55947-9538 15TXJ3578658363 +1 (555) 000-0000 3 Poles w/8 bolts ea Lock and Dam 8 Jane Mathison +1 (555) 000-0000 4405 Highway 35, Genoa, Wisconsin 54632-0265 15TXJ4296125722 +1 (555) 000-0000 1 Pole w/4 bolts ea 2 Poles w/8 bolts ea Lock and Dam 9 Brian Sipos +1 (555) 000-0000 24545 State Highway 35, Eastman, Wisconsin 54656-7150 15TXH5445686083 +1 (555) 000-0000 1 Pole w/6 bolts ea 2 Poles w/8 bolts ea Lock and Dam 10 Samuel Mathiowetz +1 (555) 000-0000 5 Lock and Dam Lane, Guttenberg, Iowa 52052-0849 15TXH5573338806 +1 (555) 000-0000 1 Poles w/8 bolts ea 2 Poles w/8 bolts ea Note: Grid coordinates are given in MGRS/NGRS. This system is compatible with Google Earth and most GPS receivers. Physical address is for mailing address and may not direct to the Lock and Dam proper. a. The high mast light poles are located on the lock land walls and intermediate walls. The top of the miter gates serve as access to intermediate walls. The lock chambers are 110 feet wide. b. Also note that Lock 5A is located in the middle of the channel and you must cross the dam service bridge in order to get to the lock. 6. Coordination. Contractors shall be responsible for coordinating with the lockmasters at least five calendar days prior to inspection. The contractor shall not be permitted to conduct inspection work on Federal holidays or before 7:30 a.m. or after 4:00 p.m. Monday through Friday. 7. Reporting. A separate report shall be created for each lock. Reports shall be sealed by a professional registered engineer in a U.S. state or territory. Reports shall be submitted in .pdf format. Reports shall consist of a cover page, table of contents, executive summary, element rating reports (1 per pole), photos, and NDT reports. The high mast light poles shall be given descriptive names according to their location, for example Lock 5 Upstream Land Wall, or Lock 5 Middle Intermediate Wall. 8. Schedule. Contractor shall complete all field inspection work within 60 calendar days after contract award. The draft report shall be provided for review no later than 90 calendar days after contract award. The government shall provide comments no later than 15 calendar days after receipt of the draft report. Comments shall be incorporated and the final report shall be submitted no later than 120 calendar days after contract award. 9. Submittals. All submittals shall be in a .pdf electronic format. All personnel certifications and equipment description/calibration data shall be submitted no later than 10 working days prior to the start of the first inspection. a. Bridge Inspection Course Certificates for the team leader and inspectors b. Inspection Team Leader's Resume documenting five years of relevant experience c. NDT Technician Credentials - Indicating certification as a CWI Level II or greater d. NDT Technicians Proof of Visual Acuity - Results from an optometrist showing technician has 20/20 vision or corrected to 20/20. e. Ultrasonic Testing Machine Description - catalog cut showing make and model of apparatus. Also, proof of last calibration test must be provided. f. Thickness Measuring Device Description - if different from the UT machine, a catalog cut and proof of calibration for the thickness measuring device shall be provided. g. Magnetic Particle Apparatus Description - catalog cut showing make and model of apparatus h. Optical Sighting Device Description - catalog cut showing make and model of binoculars or spotting scope i. Torque Wrench Description - a catalog cut showing make and model of torque wrench and the most recent calibration results. j. Draft Reports - shall be submitted in .pdf format in accordance with paragraph 8. Schedule. k. Final Reports - shall be submitted in .pdf format in accordance with paragraph 8. Schedule. l. Non Destructive Testing Reports - reports for UT and MT testing shall be included as an appendix to the draft and final reports. 10. Reference Drawings. Sample reference drawings for two typical locations are attached to this scope of work. 11. Report Form. The element level report form is attached to this scope of work. 12. Technical Point of Contact. To be released upon award.