Zion National Park "South Gate Entrance Remove and Construct Fee Buildings". The Scope of Work includes Removing existing fee stations and providing temporary modular stations during the construction period and constructing four new fee stations with an overhead canopy. The sitework consists of new utilities, new concrete and asphalt lanes, landscaping and expanded incoming and outgoing traffic lanes.

Replacement and repair of the Retardant Apron Pavement at the Grand Junction Air Center for the BLM Fire Program. The work included the Full depth removal of areas of existing asphalt and concrete pavements, Over-excavation and haul off site of unsuitable subgrade soils, Import and placement of suitable subgrade soils, Reconstruction of concrete and asphalt pavement sections, Associated drainage, sediment controls and other incidental work items Mill and replace upper 3.5-inches of areas of existing asphalt pavement. Bill has managed many projects for the BLM throughout Colorado, putting together to cost estimates and writing the proposals along with managing the performance of the contracts.

Direct award contract with the United States Air Force Academy in Colorado Springs, Colorado. The purpose of this project was to provide services to perform asbestos abatement in the Mitchell Hall ceiling plenum that meets the intent of CCR 8 and provide oversight of the Spill Response Cleanup as the Building Owner Representative.

"Given what I know today about the contractor's ability to perform in accordance with this contract or order's most significant requirements, I would recommend them for similar requirements in the future."

- Aaron Vollbracht Contracting Officer -

Design/Build Fabric Structure contract for the Department of Interior Fish and Wildlife Services at the Fish Hatchery in Hotchkiss, Colorado. The first day on-site we began excavation for the continuous footings and foundation walls, as specified and designed; however, we ran into two main drainage 3' pipes running North/South on the inside of both the East and West foundation walls and through the foundation on the North and South walls. We issued a stop work request and demobilized that same day. We immediately went to work redesigning the footings and foundations on the North and South walls to include concrete columns instead of continuous concrete. We were able to complete this project on time and without requesting additions funds.

"This letter of reference is for Bill Mounga an employee of M Construction in Orem, Utah. Mr. Mounga was the project manager for a railroad upgrade project at the Tooele Army Depot in Tooele, Utah. Mr. Mounga was tasked with coordinating work between the railroad subcontractor for their company and a railroad contractor for the Army. Each firm had specific work assigned and M Construction was faced with many time issues as the Army contractor appeared to be working on a time and materials type contract. M Construction had to perform their part of the work after the Army Contractor had completed their part. As "time" was not a concern for the Army Contractor. Mr. Mounga did a very good job in coordination as their subcontractor was aggressive and worked to complete on schedule."

- Marjorie C. Rosenquist Contracting Officer -

Supply and install an engineered prefabricated steel truss equestrian/pedestrian bridge at previous bridge location complete with transition to trail. Bridge span was approximately 74-feet long. The existing bridge failed due to snow load in the spring of 2023 and was demolished by the National Park Service. The removed bridge remnants were stored on site for removal under this contract. Work also included repair and preparation of Stone Abutments: Replacement of the bridge required the utilization and repair of the historic rock/stone abutments for their intended use to support the new bridge deck. This includes the use of mortared stone where applicable. There were dozens of helicopter trips to and from the project site to haul material including the 74 foot bridge.

This project consisted of an exterior restoration of an estate with significant deterioration and wood rot.  The site was in a remote mountain community that receives 300 inches of rain per year.  Due to the extreme climate, consistent rainfall, and the Hawaii UV exposure, the 100% untreated wood significantly deteriorated.  The wood had been left untreated for 15 years since the build date.  Fortunately, much of the lumber used for the original build was South American hardwood (referred to as “ipe” on the islands).  Ipe is rated for 70 years when left untreated.  As a result, the initial rot repairs targeted the non-ipe lumber such as the beams and framing under the wrap around 2000 square foot balcony deck.  Several beams were not salvageable and were thus replaced.  The deck itself is a pass-through deck with ipe decking, thus the framing under the deck is vulnerable to moisture exposure.  As a result, the tops of the new beams were waterproofed and received copper flashings while the exposed portions were treated with UV and water resistant stain that will need to be re-applied at 2 year intervals.

This project includes the renovation of two historic guard station buildings, construction of a garage, site work as shown in the drawings and noted in the specifications. There is base rough in electrical work involved. The work shall include all renovations shown for Dwelling #1 as shown in the plans and noted in the specs including but not limited to: selective demolition, structural repair, siding replacement, removal and construction of an accessible ramp, preparation and painting of siding, trim, fascia, decking, rafters and columns, removal and replacement/ reinstallation of exposed fastener metal roofing, weather barriers, flashing, insulation, replacement of interior cabinetry, finishes, interior painting, replacement of sink. We also installed a complete solar panel system, as an 8(a) negotiated contract, while we worked on this project.