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Home My WebLink AboutRESPONSE - RFP - 8106 UTILITY INFRASTRUCTURE CONSTRUCTION SERVICES FOR WATER, WASTEWATER, AND STORMWATER FACILITIES CAPITAL IMPROVEMENTSBTC GENERAL CONTRACTORS HENDERSON, COLORADO Cl'l'Y OF FORT COLLINS REQUEST FOR PROPOSAL 8106 UTILITY INFRASTRUCTURE CONSTRUCTION SERVICES FOR WATER, WASTEWATER AND STORMWATER FACILITIES CAPITAL IMPROVEMENTS BT Construction, Inc. 9885 Emporia Street • Henderson, CO 80640 Phone 303-469-0199 • Fax 303-466-8309 City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services ~ :-::-arrencllles#A l>Mllonof 8TConslnlcdon- ii' for Water, Wastewater, and Stormwater Facilities Capital Improvements PROPOSAL SUBMITTAL TABLE OF CONTENTS Table of Contents o EXHIBIT A-PROPOSAL ACKOWLEDGEMENT o SECTION A - EXECUTIVE SUMMARY o SECTfON B - CONTRACTOR INFORMATION AND EXPERIENCE o SECTION C - SfMILAR PROJECTS o SECTION D - GENERAL COMPANY RESOURCES o SECTION E - PARTNERING EXPERIENCE o SECTION F - SAFETY RECORD o SECTION G - CONSTRUCTION COST FACTORS o SECTION H - PROJECT BUDGET & COST CONTROLS o SECTION I - PERSONNEL & OWNED EQUIPMENT RATES o SECTION J - CONFIDENTIAL FINANCIAL STATEMENT-Under Separate Cover o SECTION K-BONDING COMPANY o SECTION L - CONSTRUCTION SEQUENCING AND SCHEDULING o SECTION M - QUALITY ASSURANCE/QUALITY CONTROL o SECTION N - CUENT REFERENCES 0 SECTION 0 - AGREEMENT - No Exceptions Taken o SECTION P- SUSTAINABfLITYfrBL METHODOLOGY o SECTION Q -ADDITIONAL INFORMATION BTC ---- GENERAlCONT~ACTORS ~ ENDERSON,COLOffAOO City of Fort Collins Request for Proposal (RFP) 8106 Utillty Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION A-EXECUTIVE SUMMARY BT Construction/BTrenchless (BTC) is pleased to offer our services to the City of Fort Collins for water, wastewater and stormwater facilities capital improvements through the Alternative Product Delivery System. BT Construction, Inc. prides itself on being a group of professionals who bring years of experience and an innovative spirit to a team. We are a closely held company where the leadership is deeply involved with the daily activities of the company. The owners and managers make themselves available to the staff and customers, lending their expertise in solving construction issues. The information contained in the attached RFP response is intended to show the diverse nature of our construction company. The types of work that we do regularly with our own forces include but is not limited to: all types and sizes of water and sewer pipelines, boring, tunneling and pipe jacking, pipe bursting and slip lining, emergency repairs, concrete structures, traffic control, and non-destructive utility location. We are a complete, one-source civil/utility contractor. It would be our desire to provide all five of the major services requested in the RFP with our own forces: 1. Large diameter stormwater installations 2. General water, wastewater and stormwater system and improvements and rehabilitation 3. Trenchless technology projects 4. Treatment plant yard piping improvements 5. Emergency repair of large diameter water and wastewater pipe breaks. BTC owns a large fleet of well-maintained equipment that is available for use on City of Fort Collins projects. In addition to our equipment, we have twelve experienced and highly qualified pipe and trenchless crews available to meet the demands of upcoming projects. We do the majority of maintenance and repairs on our equipment in our shop, located adjacent to our offices in Henderson, Colorado, so that equipment repairs can be prioritized and downtime minimized. We have a high level of accessibility/availability and a proven track record of completing quality projects in a timely manner. BTC is the largest trenchless contractor in Colorado and boast a wide array of experience providing innovative solutions to problems that can't otherwise be solved using conventional open-cut methods. We have pipe burst thousands of feet of watertine and know how to minimize the impact of construction to local residents BTC has completed numerous design/build and alternative delivery projects in the past several years and we are currently working with the City of Fort Collins on two trenchless technology projects. Our company takes great pride in our ability to work closely with engineers and owners during the life of a project- from design to completion. We look forward to dedicating ourselves to the successful completion of upcoming projects and continuing our 34 year relationship with the City of Fort Collins. City of Fort Col/Ins ~ Request for Proposal (RFPJ -=-srrenellles~ A Division cl BT Ccnslnlcflon- 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION B-CONTRACTOR INFORMATION AND EXPERIENCE 1. The Primary Contact for BT Construction/BTrenchless is: Dave Emm Sr. Estimating Manager (303) 469-0199 Dave.Emm@BTConstruction.com 9885 Emporia St. Henderson, CO 80640 2a. Key Project Staffing- Organizational Chart Fl Collins RFP 8106 UtililY lnfrastructunt Construction Services BT Constructlon/BTrenchless Proposed Project Organization Chart Executive Sponmr Robert ·suck• Bergstrom President VP Management ----- VP Operations Harper Daniell Dan Crawford Project Level Sr. Estimating Mgr. Project Manager General Superintendent Safety Oflicer Daw Emm John Beckos Eric Peterson Marco Johnson Project Engineer Trenchless Supt. Trenchlesa Supt. Shawn August Ma11< Wellensiek Don Meyer Subcontractors: Western States Reclamation - Erosion Control, Seeding, Restoration Le Blanc Construction - Concrete Structures Triple M Coinstructlon - Concrete Flatwork Coulson Exc81o8tlng -Asphalt Pai.Ang OU.. as determined by the speciic project requirements Traffic Supen.isor Linda Kingery BTC City of Fort Collins Request for Proposal (RFP) CEN(RAL CONTRACTORS HENDERSON. COLORADO 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements 2b. Job Descriptions Sr. Estimating Manager Under the direction of Executive Vice President, Estimating Manager will coordinate with the VP of Business Development to manage the estimating workload as well as management of the Trenchless estimating department. Specific duties and responsibilities: • Attend pre-bids, visit jobsite and meet with BT personnel to review plans • Takeoff quantities, request quotes from subs and suppliers, build worksheets and hard dollar estimate • Review historical cost reports on similar projects and prepare historical job folders containing information pertinent to future bids • Review trenchless department estimates prior to submission to ensure accuracy regarding methods, crews, productions, rates, proposal inclusions/exclusions, markup and competition • Perform constructability reviews and value analysis • Support Business Development activities Project Manager Under the direction of the VP Operations Manager, Project manager will oversee all phases of the construction project, including coordinating of workers, materials and equipment to ensure that all specifications are being followed and that work is proceeding on schedule and within budgets. Specific duties and responsibilities: • Responsible for proper administration of contract including pre-construction, construction and post construction • Scheduling Foreman, Project Coordinators, Safety, Traffic control, Superintendents • Coordinating Subcontractors and suppliers • Tracking project cost, pay applications as well as coordinating job site visits, weekly owner meetings • Responsible for project close-out including final billings, punch-list completion and kick·finish meetings • Submittal review, RFl's, Subcontracts and Purchase Orders • Update monthly the management team on progress and costs to complete budgets GE -BTC NERA -LCO -NTAACTORS - M CNDER~ON CO•OR~OO City of Fort Collins Request for Proposal (RFP) ':-:BTrenc111esa- A Division o18TConlltllctlon- 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements Superintendent .. Open Cut This position under the direction of the VP Operations coordinates all site activities and supervises all field personnel as required to successfully complete the project on schedule and within budget. Specific duties and responsibilities: • Responsible for overall operations at the job site including meeting schedules and budgets • Partners with the Project Manager regarding labor, equipment, subcontractors, material suppliers, and schedules to achieve safety, efficiency and cost effectiveness. • Works with the Supervisors to ensure that the crew is working safely and efficiently • Ensures all company employees and contractors are adhering to the company safety policy • Maintains positive relationships with customers, contractors, suppliers and other employees • Wori<s with inspectors on the standard requirements of the site in terms of licenses and safety Superintendent .. Trench less This position under the direction of the VP Operations coordinates all site activities and supervises all field personnel as required to successfully complete the project on schedule and within budget. Specific duties and responsibilities: • Responsible for overall operations at the job site including meeting schedules and budgets • Partners with the Project Manager regarding labor, equipment, subcontractors, material suppliers, and schedules to achieve safety, efficiency and cost effectiveness. • Wori<s with the Supervisors to ensure that the crew is wori<ing safely and efficiently and assists with the day to day activities associated with the bore • Ensures that the proper equipment is sent to the job site and call in locates • Ensures all company employees and contractors are adhering to the company safety policy • Maintains positive relationships with customers, contractors, suppliers and other employees • Wori<s with inspectors on the standard requirements of the site in terms of licenses and safety Project Engineer Under the direction of the VP Operations Manager, Project Engineer will assist the Project Manager in all phases of the construction project, including coordinating of workers, materials and equipment to ensure that all specifications are being followed and that wor1< is proceeding on schedule and within budgets. Specific duties and responsibilities: • Responsible for proper administration of contract including pre-construction, construction and post construction • Scheduling Foreman, Project Coordinators, Safety, Traffic control, Superintendents • Coordinating Subcontractors and suppliers • Tracking project cost, pay applications as well as coordinating job site visits, weekly owner meetings • Responsible for project close-out including final billings, punch-list completion and kick-finish meetings • Submittal review, RFl's, Subcontracts and Purchase Orders BTC City of Fort Collins ---- Request for Proposal (RFP) GENERAL CONTRACTORS HCNOERSON, COLOR~OO 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwater Facilities Capital Improvements 2c. Key Positions Dave Emm·Sr. Estimating Manager Mr. Emm is has been providing cost effective and constructability solutions to owners and engineers for over thirty years. He obtained his Bachelor of Science degree in Accounting with an emphasis in management from the University of Colorado. To say that Dave is meticulous with his analysis of projects would be an underestimating his attention to detail. Project Manager-John Beckos Mr. Beckos has a Civil Engineering degree from Worcester Polytechnic Institute and also, brings a decade of practical field experience to the table. John hails from the east coast (but, don't hold that against him) looks like his love of skiing and the beautiful Rocky Mountains have brought him to Colorado to stay. Detail oriented and passionate about excellence in his work and play. Superintendent-Open Cut - Eric Peterson Mr. Peterson has nearly 30 years experience in Utility Infrastructure Construction on a variety of projects along the Front Range of Colorado. As General Superintendent for BTC's open-cut division, Eric's thoughtful demeanor and problem-solving skills add a quiet calm to any cooperative pursuit. Project Experience • NECCO Phase 3 Twin 48" Culverts • Fossil Creek Pedestrian Trail Underpass • Little Dry Creek Tunnels • Loveland 2014 Waterline • Broomfield Waterlines (2006- 2009) • • • • • Project Experience NECCO Phase 3 Twin 48" Culverts Fossil Creek Pedestrian Trail Underpass SWG/Olsson Sand Creek Parallel interceptor Repairs Chilled Water Line at Baker Hall Project Experience • Sand Creek Parallel interceptor Repairs • Tollgate Interceptor North • South Boulder Diversion Conduit Siphon No.5 • Erle Raw Intake & Discharge City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements Superintendent-Trenchless (Auger Bores) - Mark Wellensiek Mr. Wellensiek has been involved in trenchless technology for nearly three decades. Mark has been boring for thirty years yet, there is never a dull moment with Mark around. His dynamic, no-nonsense approach assures things get done and get done right. A dedicated, trusted professional - the go-to guy for auger boring in Colorado. Superintendent-Trenchless (Tunneling) - Don Meyer Mr. Meyer has been with BT Construction, Inc. for over twenty years. Don has successfully navigated through some of the regions' most difficult soil conditions. Don's extensive practical knowledge of trenchless technology and the appropriate applications provides his business partners with an unmatched constructability resource. Project Engineer-Shawn August Mr. August has developed a comprehensive set of skills during his eight years at BTC. Shawn's broad experience includes: Boring Operator, Project Controls, Estimating and Project Manager. His unfailing determination to expand has given him the opportunity to shine in multiple arenas. Project Experience • NECCO Phase 3 Twin 48" Culverts • Fossil Creek Pedestrian Trail Underpass • Little Dry Creek Tunnels • RTD- Eagle P3 • Denver Union Station Bores Project Experience • NECCO Phase 3 Twin 48" Culverts • Fossil Creek Pedestrian Trail Underpass • Kenwood Outfall Storm Sewer • Little Dry Creek Tunnels • Tollgate Interceptor North • Prairie Water Segment G Project Experience • Leyden Ranch Regional Pond • Xcel Steam Repairs • AHEC-5th Street Duct Bank • Loveland 2014 Waterline City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwster Facilities Capital Improvements 2d. Contract and Cost Issue Negotiation John Beckos as Project Manager has the authority to negotiate all contracts and cost issues on projects to be issued under this RFP on behalf of BT Construction/BTrenchless. 3. Availability While each of the key team members listed above are currently working on various projects in the area, our plan is to make them available as each project under this RFP is issued. Currently John Beckes and Mark Welfensiek are working on the NECCO Phase 3 for the City, but this project will be wrapped up within the next few weeks. Additionally, we anticipate that this group wiU have the capability to handle more than one project for the City at a time. Since each project will be in various stages of design, pricing and construction, their level of involvement will allow them to participate in multiple projects. Our expectation is that we will have most of our key team members dedicated full-time to the work for the City over the course of the next few years. BTC is also sufficiently staffed such that we have the capacity to add personnel to this work should additional support be necessary. 4. Subcontractors We anticipate using subcontractors for restoration, concrete structures, concrete flatwork and asphalt paving. We have a long history with each of the subcontractors that we have proposed as potential team members. Specifically our most recent work history together is: Western States Reclamation - Westminster Zone 4 project, Subcontract Total $56,647 for Erosion Control and Landscape Restoration Le Blanc Construction - Kenwood Outfall Phase 2 project, Subcontract Total $67,970 for Concrete Structures Triple M Construction - Broomfield 2015 Waterline project, Subcontract Total $16.442 for Concrete Flatwork Coulson Excavating - Loveland 2014 Waterline project, Subcontract Total $201, 721 for Asphalt Paving City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements Additional Available Subcontractors Other Subcontractors and Suppliers with whom we have established working relationships that we would propose for appropriate work items: Paving Landscaping Connell Resources LMI landscapes Lafarge West Smith Environmental EZ Excavatino Concrete Traffic Control Bestwav Concrete Advanced Traffic Lafarae West Loveland Ready-Mix Flatwork Trucking Hoff Construction Ward Construction Jake Kauffman & Son HOD Erosion Global Underaround LMf Landscapes Pinnacle Development Smith Environmental CMS Testing Electrical Major& Sons FiberTech American Pipeline Welding Survey Mountain Man Washburn Land Survevors Kina Survevors Drllllng Flashfill Anderson Drilling Flashfill Services City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION C-SJMILAR EXPERIENCE 1. BT Construction/BTrenchless has experience in and is submitting on the following services for this RFP: a. Specialized Trenchless Technologies - Pipe Bursting, Boring, Pipe Lining in-house, Horizontal Directional Drilling and CIPP subcontracted. b. Construction Services for Large Diameter (>60") Stormwater projects and Large Diameter (>20") Water/Wastewater projects. c. Construction Services for General System Improvements to the 8" to 20" Water, Wastewater and Stormwater projects. d. Treatment Plant Yard Piping improvements e. Provide timely Emergency Response to Large Diameter Water/Wastewater main breaks. f. Provide Construction Earthwork, Paving and Flatwork services through subcontracting. 2. BT Construction/BTrenchless Listing of Completed Projects in the Last 5 Years is attached. See "Major Completed Projects" 3. Attached are the following detailed project descriptions submitted as similar work with key members of our proposed team. See "Similar Projects" NECCO Phase 3 • 48" Culverts City of Ft. Collins Fossil Creek Pedestrian Underpass Design City of Ft. Collins Kenwood Outfall Storm Sewer Phase 2 Urban Drainage/Adams Cty. Sand Creek Parallel Interceptor Repairs Metro Wastewater Reclamation Little Orv Creek Tunnels Urban Drainage/Adams Cty. SWG/Olsson Desian Build Southwest Generation West Harvard Gulch Urban Drainage Dahlia Ponds 1-76 Tunnel Urban Drainaae Thornton Zone 4 - Construction Phase Citv of Thornton CU Boulder Chilled Water(@ Baker Hall University of Colorado I :i i93 GENERAL CONTRACTORS HENDER m1. COlORAOO BT Construction, Inc. MAJOR COMPLETED PROJECTS I ------ I I I Final Contract , Project Engineer Owner ' Amount ollgate Interceptor North warded Date: camp Dresser & Mckee, Inc. ~tty of Aurora 555 17th Street, Suite 1100 15151 E. Alameda Pkwy, STE 4'400 Denver CO 80202 urora CO 80012 3033832300 Jacque Wesley 7208594403 Swirvine Nyirenda $15,811,989.98 9885 Emporia Street Henderson, CO SOMO Office: (303) 469-0199 Fax: (303) 466-8309 Percent Complete 100% Scheduled/ I Actual Comoletion 1211 B/2012 Open-cut installation of approximately 10,000 linear feet of 42" Hobas gravify&ewer interceptor and manholes, and c:Onatructlon of 2 new diversion structures. Approximately 5500 LF of 54" Permalok Tunnels, using microtunneling (MTBM-5 tunnels@215', 233', 516',729', & 945') and Tunnel Boring Machine (TBM- 3 tunnels@510', 660', & 1070') methods with tunnel shafts ranging In depth from 20 to 40 FT. Widely varying soils conditions were encountered throughout the project, from running sands, gravels, cobbles, boulders to claystone. Project also lnduded 3 crossings of Tollgate Creek, and Sable Ditch. As the project commenced, BTC proposed multiple money-saving redesign options for the City's consideration. Downsizing of casing pipe on several runs, allowed for alternate installation methods (resulting in cost savinos for owner). CooDeratiV9 redeslon. as the project progressed, allowed the project team to effective Iv and efficientlv address challenaes as they arose. East Sprat Platte Reservoir RJH Consultants, Inc. ~ity of Thornton 9800 Mt. Pyranid Court, Suite 330 500 Civic Center Orive Englewood CO 80112 Thornton CO 802294326 30322~11 Adam Prochaska 7209n6272 Eduardo Moreno !Awarded Cate: $5,496,929.16 100% 0911812009 Started 1/5/09, 9/3/09 anticipated completion date. The project generally Includes: Excavation and regrading to provide stable reservoir side slope; Constructing a 675 lF (44w under Platte River) Interconnect pipeline between East Sprat and West Sprat Platte Reservoirs using microtunneling methods and constructing intake •nd outlet structures; Constructing an emergency overftow strudure and pipeline; Placing engineered fill In the North Pond; Modifying the existing riprap spillwly; Modifying the existing groundwater drain pump outfall; Completing construction of Phase II of the Tiger's dam to Ea&l Sprat Platte Reservoir interconnect pipline at 25' depth requiring sheet piling for shoring and stilling basin structure; •nd Constructing temporary and permanent access roads. All drives completed ac:curately wtth tolerances wHhln 0.5 Inches. Change orders are for additional work added to the contract with time extensions granted. Proiect comoleted on time. Thornton Zone 4 - Construction Phase J&T Consulting, Inc. City of Thornton $5,528,512.82 100% 06/1512010 1400 W. 122nd Ave. - Suite 120 9500 Civic Center Drive !Awarded Cate: Westminster CO 80234 Thornton CO 80229 3034570735 Jason Murray or To 3035387332 Jim Jensen The Design Build Institute of America (OBIA) awarded BT Construction, Inc. (BTC) the 2010 Design-Build Award of Excellence for the Best Project in the Water/Waste Waler Project Under $15 million category for the Zone Four 24• Interconnect Waterline Project. BT Construction, Inc. and J& T Consulting were selected as the design build team for the new 24" PVC watertine from Ura Lane & 103rd Avenue to 85th & Zuni Street. The approximately 15,000 If of watertlne was safely installed with no installation leaks, no failure In water quality tests or of any of the pressure tests Project Engineer Owner High Street Outfall Project WH Pacific, Inc. City and County of Denver 1536 Cole Blvd. Suite 150 2000 West 3rd Ave. Lakewood CO 80401 Denver CO 80223 3034585550 Michael Galuzzl 3034463456 Dave Shaw !Awarded Date: Final Contract Amount $4,862,902.40 Percent Scheduled/ Complete [ Actual Completion 100% 02/1112015 Twin 96" ID Hobas Micro Tunnel Storm Sewer Bores, 400 LF each at 15' OC separation-crossing under UPRR rail yard with a total of 16 sets Of tracks. Jacking pit of 48' x40' with a depth of 27 ft deep. Recievlng pit of 36' x 40' with a depth of 26 ft deep. Soil is silty sand with small cobbles, containing lead contamination. Two Transition structures were built, cast in plaoe concrete, to tie Into an existing 10ft x 10ft box culvert. On the down stream side of the second structure. 155Ifof12ft x 8ft box culvert wn Installed via open cut method for future connection. !Asbury Outfall Tslouvaras Simmons Holderness City and County of Denver $3,947 ,968.1 1 100% 05/09/2014 5690 OTC Blvd. Suite 345 W 2000 W. 3rd Ave Greenwood Vlllag CO 80111 Denver CO 80223 3037716200 Harry strasser 3034463642 Chuck Hart !Awarded Date: Storm sewer Installation to Include 1449 LF C>f8'x4' RCBC, multiple manholes and inlets including 5-Type B & 2-Type P manholes, and outfall structure. Project also lndudes 481 LF of 54" Microtunnel under highway 85, as well as 7 rail road tracks for BNSF, UPRR, and RTD. Redesign of tunnel method to hand tunneling waa to accommodate railroads UPRR, BNSF, and RTD Light Rall tracks, resulting in substantial savings to the owner. Project site constraint. included substantial groundwater contamination remediation, and multiple pennltting agenclee includlng BNSF, UPRR, RTD and COOT. Tunnel was In standlnD sands and aravels. with lavera of clay. Little Ory Creek Tunnels Muller Engineering Company Urban Drainage & Flood Control District $3,767, 158.75 100% 06/01/2014 777 S. Wadsworth Blvd 2480 W. 26th Ave., Suite 1568 Lakewood co 80226 Denwr CO 80211-5304 3039884939 Christopher Kroege 3034556277 David Skuodaa IAwarded Date: (3) Design build tunnels under Hwy 287. (1) 280 LF of sanitary sewer 54" mlcrotunnel steel casing with 38" PVC c:an1er. (1) 300 LF sanitary sewer 30"-0BM Augern-tDD with 12• Fusible PVC carrier. (1} 280 LF of 129" RCP stonn sewer-TBM. Project Involved pennitting through BNSF Rall Road, COOT, and Colorado Department of Health. Project site constrainta inctuded substantial groundwater contamination remediation, and multiple permitting agencies. Tunnels were in dlfflcult ground conditions, such as cobblea, gravels, running sands, and fills. Miscellaneous open cut work also included 129" RCP stonn sewer. (2) creek crossings, and 500 LF of 10" and e· PVC waterlines. Construct Dunes Reservoir Outlet Works Muller Engineering Denver Water Board $3,543, 142.44 100% 09/0112012 777 S. Wadsworth Blvd., Suite 4-100 1600 West 12th Avenue Lakewood co 80226 Denver co 80204 3039884939 John Hamilton 3036286309 Greg GuMey Awarded Date: Construction of a relnforoed concrete outlet tower, a 42-lnch diameter pipe, and-appurtenant facilities Jn and adjacent to an existing earth-filled dam, Commerce City and Adams County, Colorado. The loro!ect includes approxlmatew 1693 linear feet of 42-inch preasum pipe and various appurtenant structures. Tuesday, May 05, 2015 Pa~e 2 of18 Project Engineer owner Final Contract I Percent Scheduled/ Amount I Complete Actual Completion South Boulder Diversion Conduit Siphon No. 5 Replacement Denver Water Denver Water Board $3,456,246.18 100% 0511512011 1600 West 12th Avenue 1600 West 12th Avenue Awarded Date: Denver co 80204 Denver co 80204 3036286200 Steve Reum 3036286000 Jeff Slankard Remove and replace approx. 2,900 linear feet of 84-inch diameter steel pipe with polyurethane coating and lining. Including new blow-off structures, new vehicle bridge and demolition of existing above ground steel pipe through Boulder County Open Space. Project include additional work with 3 Amendments to the original contract: C/0#1- Conduit 25: Install 16 If of owner furnished so· cement- mortar coated and lined steel pipe w/ 24" access including built up ends; 1 T Insulated gate valve, valve box, and 12· blind flange. Internal 60" diameter Internal Joint seal&, two on the new pipe tie-Ins and four on the existing joints. C/0#2- Conduit 65: Demo/ removal ofthe existing 24" Pre-streNed Concrete Cylinder Pipe (PCCP) and e· cement asbestos (CA) distribution pipe; demo/removal of the 6" and 16" gate valves; 24" cement-mortar llned and coated steel pipe with 16" and 6' ouUet and a 24' access manhole; 24" diameter internal pipe joint seals, two on the new pipe tie-in and four on the existing joints; field welding for PCCP to steel pipe joints; repair cement.mortar lining for smooth transitions between new and existing; installation of electrical power from existing point of termination above the new 16" ouUel to the electrical pole. C/0#3- additionally supplied 36" Air Vents. Total of 12 Internal Joints seals installed on this project. Contract Completion Time: 283 days. Actual Completion Time: 168 days, CU Distribution System Phase 1 Lutz, Dally end Brain University of Colorado, Administrative Ce $4,890,839.00 100% 6/1512013 6400 Glenwood Street, Building 4, Suite 914 Broadway Awarded Date: Overland Perk KS 66202 Boulder co 80309 3034928731 Katherine Dunklau Installation of chilled water service and retum lines on the University of Colorado-Boulder campus. Approximately 1377LFof 16", 658LFof14", 4426 LF of 12", 54 LF of 8", and 1877 LF of S" TR FLEX IPiDe installed. Methods used incfuded oDen cut and HOD. HOO was used to Install 1680LF of 18" and 1800LF of 26'' HOPE. Westminster Southern Zone 1 Pipeline Bums and McDonnell City of Westminster $2,832,988.02 100% 0312712010 9785 Maroon Circle 4800 West 92nd Ave. Awarded Date: Centennial co 80112 Westminster co 80031 303n19292 Mark Llchtwardt 3036582179 Dan Strietelmeier Install approx 5150 LF of 36" Potable Ductile Iron Pipe also inst.ailed 5140 LF of 30" Potable Ductile Iron Pipe. Thia also included all appurtenances and connections to the existing system. This wort. was Dreformed in the streets and In groundwater. Thia Proiect wu completed on time even with additional work oer the OWner'a reQuest Conduit 74- Moline to Peoria Contract NO. OTC- Denver Water Denver Transit Constructors $2,743,277.00 100% 06/1512013 S-0098 1600 12th Ave 10035 E. 48th Ave !Awarded Date: Denver co 80204 Denver co 80239 7208404289 Vince Gaiter 7202097150 John Beckos GBM Hammer -37th Ave & Nome Street Denver Co. Bored 90' for Installation of 60" Casing under the UPRR Railroad Tracks, GBM Hammer- 37th Ave & Paris street Denver, Co. Bored 11 O' for Installation of 60" Casing under the UPRR Railroad Tracks, GBM Hammer- Smith Rd & Moline street Denver Co Bored 160' for i.nstallation of 60" Casing under the UPRR Railroad Tracks. Installed 250 ft of 42" steel Water Line as Ooen Cut trench. Aurora 2011 Waterline Replacement City of Aurora Public Works City of Aurora $2,816,645.89 100% 0512512012 15151 E. Alameda Pkwy. 15151 E. Alameda Pkwy. !Awarded Date: Aurora co 80012 ~urora co 80012 3037397316 Brad Richardson 7208594302 Joe Kleiner Replace existing 8" & 8" cast Iron waterline, construct and connect to the new commercial and residential service waterlines and appurtenances. Approximately 24,000 linear feet of new 8" & 12" PVC waterlines by open cut and static plce burst. includina valves, fittings, and fire hvdrants at various locations in the City of Aurora. 12 000 LF was Installed uslna the niDA burst method. Tuesday, May 05, 2015 Paf{e 3of18 Project Engineer Owner Iowa Avenue Extension Phase 1 Denver Wastewater Denver Wastewater 2000 W. 3rd Ave. 2000 W. 3rd Ave. iAwarded Date: Denver CO 80223 Denver CO 80223 3034463617 Jason Wennen 3034463617 Brian Uhemik Final Contract Amount $2,590,737.99 Percent Scheduled/ Complete Actual Completion 1 100% 10/1512013 Storm sewer open cut project. New storm sewer starting at Iowa Just east of Broadway, then east in Iowa to Logan, then south in Logan to Asbury. Project consists of approximately 4,000 LF of 54"-60" RCP storm pipe, new storm laterals and Inlets, asphalt paving and some concrete paving including new handicap ramps at eight (8) intersections. Temporary water service was Installed for the 2000 If along Logan during storm sewer construction due to waterline conflicts. OTC Wheat Ridge Vision Land Consultants Inc Denver Transit Constructors $2,099,414.53 100% 05/0912014 603 Park Point Drive, Suite 100 1670 Broadway Suite 3400 Golden CO 80401 Denver CO 80202 3036747355 Bradley Reiner 7206129465 Martin Miller !Awarded Date: Ridge Rd at Miller St: bore under the BNSF RR Tracks to Install 271f of 30" Steel Casing between MH2& MH3, Install 18" PVC. Miller St: bore uncler-ttie BNSF RR Tracks to install 1811f of 30" Steel Casing between MH4&MH5 also Install 18" PVC. Juchem Cltch:Dig pits Install 81 If of 48" Steel Casing and restoration of Ridge Rd and Juchem Ditch. Parfet St: bore under BNSF RR Tracks to install 801f of 54" Steel Casing along with installation of new manholes & Inlets. Quall St: 2 bores under the BNSF RR tracks to install 791f of 54" steel casing on both, inatall 831f of 36" PVC and 2 5' Type R Inlets. Robb St: bore under BNSF RR tracks to install 871f of 36" ateei casing and Install 871f of 24" PVC, casing spacers 1-Type R inlet and 1-Type C Inlet, 31 If of 18• RCP. Simms St: bore inder the BNSF RR Tracks to install 851f of 48" steel casing & 881f of 30" PVC. Fulton Ditch Pipeline GEi Consultants Denver Water Board $2,328,634.50 100% 7 13012010 6950 South Potomac Street, Suite 300 1600 West 12th Ave Awarded Date: Centennial co 80112 Denver co 80204 3036620100 Paul Eggers 3036286000 Dan Batt Furnish and Install 857 LF of 54", 3842 LF of 48", and 1499 LF of 36" RCP along the Fulton Ditch on Brighton road and 112th Ave. Project includes a 6'x10' box culvert with multiple concrete rundowns. Hvdrooate's to be Installed at 3 different locations and stuctures. Slide rail shorinll svatem utllitzed for deeD excavations. Contract ComDletlon Time: 244 dava. Actual Comcletlon Time: 166 davs. Dahlia Ponds 1-76 Tunnels ICON Engineering Urban Drainage & Flood Control District $2,176, 104.44 100% 07/1512011 8100 S. Akron Street, Suite 300 2480 W. 26th Ave., Suite 156B Awarded Date: Centennial co 80112 Denver co 80211-5304 3032210802 Brian LeDoux 30345se2n Barbara Chongtou Design Assist/Build (Altematlve Delivery Method) of 260 LF of 54" Microtunnel under 1-76, 125 LF of 42" steel pipe open cut, 32 LF of 60 RCP, 70 LF of 54" steel open cut. Including junction structure and pond outlet structure and appurtenances . Rescue &4" diameter 30 ft deep 60 LF long hand tunnel from previous tunnel attempt (Not by BTC), including completion of tunnel, tie in of the previous attemDt. arout. and weld connection. Stapleton Fiiing 45 URS Park Creek Metropolitan District $2, 129, 714.00 100% 0712512014 8184 E. Tufts Ave. 7350 E. 29th Ave. Ste 300 Awarded Date: Denver co 80237 Denver co 80238 NIA NIA Microtunnei bore installation of 500-feet of 54" Permalok with 36" Hobas carrier under 1-270. Prolect Included 253-feet of 36" RCP ooen cut and reauired dewaterlna. Tuesday, May 05, 2015 Pa!!,e 4of18 I Project I Engineer I Owner rnal Contract ' Percent Scheduled/ Amount Complete Actual Completion - Xoel Niwot to Gunbarrel 230kV Xcel Energy IXcel Energy $2,565,470.88 100% 09/1312011 1800 Larimer St, Suite 500 1800 Larimer St, Suite 500 Awarded Date: Denver co 80202 Denver co 80202 3035717241 Bob Anderson 3035717241 Bob Anderson Aoorox 12 094 feet of 230kV underground Dower tranemi11ion line. Project consists ooen cut 5 vaults and 4 bores. All bores a111 for 30" caslna and the lenath1 are are 240' 390' 240' and 150'. Denver 2010 General Storm Jacobs Enngtneerlng Denver Wastewater $1,859,013.45 100% 1213012011 707 17th Street, Suite 2300 2000 W. 3rd Ave. ~warded Date: Denver co 80202 Denver co 80223 3038205240 Hedi K. Anderson 3034463718 RlckZlmmat 7 locations: 1) 7th & Forest St: 674 If of 72" RCP, 31 If of 24" RCP, Inlets and Manholes, Removal of existing manholes and 798 If of 72" RCP to be abandoned. 2) Vale Dr & Glencoe Sl:122 If of 30" RCP, 612 If of24" RCPlnlets, Manholes and Rip Rap Outlet Structure. 3) $.Roslyn St. & E. Gunnison Pl.:Dralnage Swale Improvements. 4} Colorado Blvd. & 52nd Ave.: 516 tf of24" RCP, 79Ifof15" RCP, Inlets and Manhales. 5) Hamllton Pl. & Winona Ct.: 238 If of 24" RCP, 653 If of 18" RCP, 134 If of 15" RCP, Inlets and Manholes. 6} Alcott St & 45th Ave.: 1021 If of 42" RCP, 651 If of 36" RCP, 16 If of24" RCP 129Ifof18" RCP, 126Ifof15" RCP Inlets and Manholes. 7l Bible Par1< near Pontiac St & Bucknell Pl.: 632 If of 30" RCP Connect to exlsitlna Manhole and install new Manhole. DIA Tech Center Fiiing 1 & 2 Engineering Partners, Inc. DIATC Metropolitan District $1 ,846,563.57 100% 11127/2013 1950 W. Littleton Blvd., Suite 1 09 ~50 E. 17th Ave., Suite 400 Awatt*i Date: Littleton co 80120 Denver co 80203 3037034444 Scott Pease Chrie Thompson Constructing Infrastructure Including over lot grading: 3787-lf of 8 and 12-lnch PVC sanitary sewer; 4889-lf of 6, 8 and 12-lnch PVC water; 504-lf of 18, 24, and 4~1nch RCP storm water system; 3200..ff of 4 and 15-lnch PVC conduit: roads curb and autter: final aradlna: and related lmorovements. Meadowlarl< Burns and McDonnell City of Westminster $1,523,014.38 100% 0510912011 9785 Maroon Circle 4800 West 92nd Avenue ~warded Date: Centennial co 80112 Westminster co 80031 3037219292 Kate Ralchsteln 3036582179 Dan Strtetelmeirer n40 LF of potable water lines and their appurtenances Including. 3375Ifof12", 3545 If of 8", 340 If of 6" and 560 If of 4"PVC waterllnn, Valves, fire hydrant assemblies, blow-off assemblies, pressure reduclna valves. Fort Carson HDD/GBM Leo A Daly US Anny Corps of Engineers Omaha $2,243,431.66 100% 02/18/2010 8600 Indian Hills Drive 1616 Capitol Ave Awarded Date: Omaha NE 68114-4039 Omaha NE 68102 4203918111 Kyle Crouch 7195265448 Rob Giles Install 5094 LF of 24" & 22" HOPE. Install new manholes with cast-ln-olace concrete bases Tuesday, May 05, 2015 Pa~e 5of18 I Project Engineer Owner - Final Contract Percent 1 Scheduled/ Amount C 1 t Actual omp e e Completion , Conduit 302-30 inch Raw Water Line Denver Water Board Denver Water Board $1,748,998.98 100% 1112312010 1600West12th Ave 1eoo West 12th Avenue Awarded Date: Denver co 80204 Denver co 80204 3036286561 Lee Cesario 3036286000 Dou111 Raitt 220 LF of 24", 3,945 LF of 30", and 1,200 LF of 36" Steel Reuse Waterline with polyurethane coating and lining from East 47th Avenue and Peoria Street to East 56th Avenue and Peoria Street In the Cttv and Countv of Denver. Auaer Bored 130LF under 3 box culverts at East 49th Avenue and Peoria Street. Proled included verv extensive trafftc control. Conduit 94 Denver Water Board Denver Water Board $1 ,849,065.35 100% 07/24/2010 1600 West 12th Avenue 1600 W 12th Avenue ~warded Date: Denver co 80204 Denver co 80204 3036286000 Matt Turney 3036286000 Kjell Moe Remove and Replaoe 2,280 LF of existing 66" prestressed concrete cylinder pipe and Install new 72" carbon steel pipe on 56th Avenue from 1·25 to Washington Street. Substantlally completed 12/1812009. Paving completed Spring 2010. BTC contracted to n1pair North Washington Waterline In April of 2010 total contract addition of $74,607.00. Project was completed on time with no claims or dlsPUtes. Contract Completion Time: 168 davs. Actual Competton Time: 73 davs. Aooroxlmatetv 75% of the work was comoleted with our own forces. Contract davs to comnlete: 168. 201380 Baranmor Ditch Improvements ICON Engineering, Inc. City of Aurora $1,468,840.89 100% 06/0612014 8100 s. Akron St. Ste. 300 15151 E. Alameda Pkwy. Awarded Date: Centennial co 80112 !Aurora co 80012 NIA 3037397388 Clint Weisz Three (3) 240 LF 78" closed faced TBM's under UPRR and Smith Road. The bores were Ins than 2' In separation. They were in non-cohesive sands with shallow cover (lea than 5'). Change orders were for chanaes in scoce both added and deleted. Parson&l2010 Sanitary Master Plan Denver Wastewater Denver Wastewater $1,472,036.26 100% 09'20/2012 2000 W. 3rd Ave 2000 W. 3rd Avenue ~warded Date: Denver co 80223 Denver co 80223 3034463841 Wayneaueny 7208S52669 Karl Brekke Job consists of three sites within Denver. The Arizona site consists of 2052 LF of 15" SOR 35 PVC, 229 LF of 18" RCP, 10 manholes, 54 services, 1 single type 16, and 20835 SF offlatwork. The Colorado site consists of: 230 LF of 24" bore, 25 LF of 1 O" SOR 35, 123 LF of 12" SOR 35, 3 EA 4' type A manholes, 20 LF of 8" SOR 35, and 170 SF of concrete flatwork. The Wewatta site consists of: 29LFof15" SOR 35 3 manholes, 1600 SF of concrete flatwork, 197 LF 24" bore. Tuesday, May 05, 2015 PaJ?e 6of18 Final Contract I Percent Scheduled/ Project Engineer Owner Amount I Complete Actual Completion OTC DUS Bores Fluor/HOR Denver Transit Constructors $1,422,042.90 100% 10/3112014 303 E 17th Ave #700 10035 East 40th Ave Suite 400 Awarded Date: Denver co 80202 Denver co 80239 NIA 7203131795 Dale Kochevar The projed consists of a total of six bores to provide power and communication for the Denver Union Station switching station. The project was divided Into two parts. The EC (eastern corridor) consisted of three bores and the NWES (northwest electrified segment) also Included three bores. The three NWES bores Included one one 42" Hobas f9eder bore (10--4" conduits In the casing), one 24" Hobas retum bore (6-4" conduits In the casing), and one 24" ateel communications bore (8- 4" conduits In cuing). All NWES bores were 180' In length and crossed the BNSF t111cks. The three EC bores Included one 42" Hobas feeder bore (18- 4" conduits In the casing), one 24" Hobas retum bore (6- 4" conduits In the casing), and one 24" steel communications c.slng (8- 4" conduits In the casing all bores via Auger Bore Method. All EC bores were 151' ln length and crossed the UPRR traeks. The Installation of the Hobas pipe was accomplished by using sacrtflcal steel casing to Install the bore. The Hobas pipe was then Installed and the steel casing was removed. NWES Bores Includes (3) casings with one feeder caslng(10- 4" conduits In the casing) one return casing (4· 4" conduits In the casing), and a communication casing (8- 2" conduits In the casing) EC Bores Include three casings with one f9eder casing (16-4" conduits ln the casing) one return casing '4- 4" conduits In the casinal and a communications casina (two 4" and six 2" conduits In the casina) Method of GBM Auaer Borfna on all (6) Bores. CU Boulder -CAMP· 18th & Colorado to Norlln Martfn/Marttn Conautlng University of Colorado $1,747,328.91 100% 0113112014 12499 W. Colfax Ave 1540 3oth street. 3rd Floor Awarded Date: Lakewood co 80215 Boulder co 80309 3034921998 Chelsea Clark-Supl 3037355410 Andy Jordan lnstallallon of6" Chilled Water Ploe from 18th and Colorado to Nortln. Xcel Five Points (Callfomla & North Substation) Power Engineers, Inc. Xcel Energy $1,485,800.24 100% 10120/2011 3900 S. Wadsworth Blvd. 1550 15th Street !Awarded Date: Lakewood co 80235 Denver co 80202 3037168900 3035717647 Darrell Sabatka Subcontracted forW.A. Chester to excavate/shore/backfllVpave for installation of electrical transml&Sion line. BTs scope of work was to excavate/shorelbackfllVpave 4,500 LF at North llne and 4,430 LF at California line. Work a.lso Included one auger bore. The Callfomia bore, located at 24th and Welton, consisted of 270 LF of 16" .375" wall and 6" HPFF (high pressure fluid fllled) steel carrier .Dice. Chanae Orders were for chanaes In scoDe. PRPA· Weld County Rural Black and Veatch Platte River Power Authortty $1,223,622.96 100% 0511512010 200 E. Horaetooth Rd. Awarded Date: co Fort Collins co 80525 9702264000 Brian H Moeck 34" OD Hobas Conduit for transmission line infrastructure In Longmont for PRPA. 100' on E County line Road, 160' on Hwy 66, 100' on Highland Ditch, 65' on CR 34, 45' on CR34 Irrigation Supply Ditch 110' on Starbird Lateral. Tuesday, May 05, 2015 PaRe 7of18 Project Engineer Owner Final Contract Percent I Scheduled/ Amount C I t Actual omp e e I Completion P-3 East Corridor Sanitary Flor/HOR Denver Transit Constructors $1,208,417.64 100% 08/3112012 303 E. 17th Ave# 700 1670 Broadway Street Awarded Date: Denver co 80203 Denver co 80202 3038611300 7203343583 John Beckos Denver Wastewater Utility Relocations for new light rail. lnstalllng water and sewer lines in multiple locatlons. Pipe sizes vary from 8" to 36". EC-9-SS (Jackson and Smith Rd): 163 ft Bore with 20" Steel Casing under the UPRR (Completed 5-11-2012). EC-3-13-SS-Smith Rd and Sundown St: 190ft Bore with 20" Steel casing under the UPRR (Completed 3-27-2012). EC-7-SS Madison and 42nd: 154 ft Bore with 20" Steel Casing, under the UPRR bypass pumping of existing sanitary llne (Completed 9-13-2011). PRPA Longmont Segment Black and Veatch Platte River Power Authortty $1 ,070,999.50 100% 03/1512010 11401 Lamar Ave. 2000 E. Horsetooth Rd. Awarded Date: OVerland Park KS 66211 Fort Collins co 80525 9134587730 Larry Lochwood 9702295303 Mike Dahl BNSF RR Auger-125LF of 42.9" Hobas, SH287 Auger-167LF of 42.9" Hobas and Oligarchy Ditch Auger-250LF of 42.9' Hobas'. Original scheduled completlon: February 2010 extended by change order due to Hobas obstructions. 5th & Newport Denver Wastewater City and County of Denver $1,262,711 .00 100% 04/1812013 2000 West 3rd Ave 2000 West 3rd Ave ~warded Date: Denver co 80223 Denver co 80223 3034463628 Jason Wennen 30344e3628 Jason Wennen lnstalllna 488 If of 60" and 458 If of 72" RCP storm sewer alona with 163 If of 48"X76" HERCP. Proiect also Includes 9-TVDA B Manholes. 2-TvPe P and 10-Tr1.Dle TvM 16 Inlets. St. Anthony's Water Main Mclaughlin Water Engineers, LTD. Green Mountain Water and Sanitation DI $1,039,911.40 100% 11/1512010 2300 15th Street, Suite 220 13919 West Utah Avenue Awarded Date: Denver co 80202 Lakewood co 80228 3039643333 Ron Dvorak 3039851581 Dave Hartkopf lnsta!latlon of approx 4927ffof16 In PVC and DIP, 1363Ifof14 & 12" PVC and DIP, 303 If of 8 & 6" PVC and DIP water main. Bore approx 100Ifof16" DIP In 30" casing and 100of12" DIP In 24" water main under W. Alameda Pkwy (State Hwy 26). Installation of approx 150 If of 8" PVC sewer main and 2 manholes. Associated valves, fire hydrants, connections to existing system, reconnection of exlstlna water services, and asphalt replacement. Arvada 2010 Phase 1 City of Arvada City of Arvada $970,300.1 3 100% 10/0612010 8101 Ralston Rd. 8101 Ralston Road Awarded Date: Arvada co 80001-8101 Arvada co 80001-8101 Patrick Dougherty 7208987644 Tlmothy R. Hoos, BT Construction was contracted by City of Arvada to Furnish and Install 5,400 LF of 14" PVC Waterline, 1,500LF of 14"HDPE Waterline, 2,200LF of 8" PVC Waterline, 13EA Fire Hydrant Assembly, 9EA Butterfly Valve and Box, 10EA 8'' Gate Valve and Box and 65EA Reconnect Water Service. Horizontal Directional Drill shot under box culvert. Miscellaneous Items were Included as well, I.e. connections to exlstlna facilities (exlstlna lines • asbestos cement oioe). traffic control water main fittinas and other armurtenanoes. Tuesday, May 05, 2015 Pal!,e 8of18 I Project Engineer I , Owner Final Amount Contract Percent Sched1 I Complete c~~=~on iTanabe Reservlor MWH Denver Water Board $846,000.00 100% 11/1212014 1801 California St. Suite 2900 1600 W. 12th Ave !Awarded Cate: Denver co 80202 Denver co 80204 3032912235 Aaron Bums 3036286691 Daniel Batt Install 498 LF of 48" ID Permalocl< casing and 30"1D carrier utilizing the TBM method. We are a subcontractor to T. Lowell. Work la for Denver Water. Sheridan Storm Bores - OTC Fluor/HOR Denver Transit Constructors $798,212.48 100% 0111512015 303 E. 17th Ave # 700 10035 East 40th Ave Suite 400 Awarded Date: Denver co 80202 Denver co 80239 NIA 7203343583 Jesse Gross Installation of 42" Steel Casino for (3) Different Bores In one Pit all bores are 1781f In lenoth aolna under the BNSF Railroad Tracks. Denver Water· Smith Rd and Syracuse St/E. 40th & Blake Denver Water Board Denver Water Board $385,695.78 100% 0811512014 St. 1600 W. 12th Avenue 1600 W. 12th Avenue !Awarded Cate: Denver co 80204 Denver co 80204 3036286614 Jim Light 3036286614 Jim Light Final scope of work included GBM installation of 210 LF of 24" steel ca91ng for 12" main at Smith Road and Syracuse and GBM. Deductive change order was to remove the bore that was original contracted at E. 40th Street and Blake St.reel Cdeletlna 420 LF of 36" casing for 20"). Conduit 302 Smith Road Bore Denver Water Board Denver Water $784, 784.18 100% 08/0512012 1600 West 12th Ave. 1600 West 12th Ave. Awarded Date: Denver co 80204 Denver co 80204 3036286596 Jeremy Ross Doug Raitt Hand Tunnel 107' of 54~ steel casing. Existing casing was Incorrectly Installed by a previous tunneling subcontractor. Our ClflW removed the old casing as the new casing was being Installed. Change orders were for addltlonal work reauested bY the GC-Revnolds. Shop Creek Aurora PB Americas City of Aurora $739, 111 .80 100% 0511712010 555 17th Street Suite 500 14707 East 2nd Avenue Awarded Date: Denver co 80202 !Aurora co 80011 3033905844 Colin Haggerty 7208594337 Clint Weisz Replacement of approx. 1240 LF of existing cotTUgaled metal pipe and rehabilitation of 166 LF of 54" CMP. Replacement of the existing CMP will consist of 160 LF of 54" CMP being replaced with 66" RCP and 1080 LF of 72" CMP storm sewer replaced with 72" RCP. 166 LF of 54" CMP will remain In place and be rehabilitated using CIPP. Tuesday, May 05, 2015 Pa~e 9of18 I - Engineer I 1 Final Contract Percent Scheduled/ Project l Owner Amount Complete Actual Comoletion South Dakota 1-90 TBM Ferber Engineering US Army Corps of Engineers $736,871.00 100% 04115/2010 729 East Watertown St. 631 Saint Anne St. Suite 101 !Awarded Date: Rapid City SD 57701 Rapid City SD 57701 John Van Beek 6059232983 Steve Hasner 560 LF of 54" TBM undemeath 1-90 West of Lacrosse St. One Box Manhole and waterline connections. OH'ficult condltlona (deep, stickv mud). Enalneer involvement minimal. CU Boulder Chilled Water Line @ Baker Hail (CP 1682n) Martin/Martin UnMnlty of Colorado $1 ,005,279.19 100% 0311012013 12499 W Colfax Ave 1540 30th Street, 3rd Floor !Awarded Date: Lakewood co 80215 Boulder co 80309 3034316100 Bill Willis 3037355410 Andrew Jordan Design/Build and Reolace 1320 LF of 20" TR Flex and 500 LF of 8" TR Flex Chilled Water Ploe at Baker Hall. 6th Avenue Hudson to Eudora City and County of Denver City & County of Denver $728,942.00 100% 0413012010 2000 W. 3rd Ave. 201 W. Colfax Ave. !Awarded Date: Denver co 80223 Denver co 80202 3034463628 Michael Flick 3034663628 Michael Flick storm sewer ln eastbound lane of E 6th Ave Parkway. -1800 If of as• & 42" RCP mainline: 91>recast MH'a; 8 ·Type B Manholn ; 13 - Inlets; misc. ftatwork, aod and sprinkler restoration; trench paving and overlay DTC-51" Pena TBM HOR Engineering Denver Transit Constructors $674,740.00 100% 1012612012 303East17th Ave 1670 Broadway, Suite 3400 Awarded Date: Denver co 80203 Denver co 80202 Unknow 7202097150 John Beckoa 459 LF TBM of 51" OD Hobas Direct Jack Storm Sewer at DIA under Pena Blvd. Jacking pit depth over 20' receivina Dit depth at 30' utilizing slide rall shorlna In clay flll material with no aroundwater. Loveland BNSF Railroad URS Seven Lakes Reservoir Company $656,800.00 100% 0212912012 8181 East Tufts Ave 808 23rd Avenue ~warded Date: Denver co 80237 Greeley co 80631 3037943884 Chad Gillan 9703520495 Ron Brinkman Installed one (1) 84" diameter x 1• thick x 115 LF Tunnel using the TBM (Tunnel Boring Machine) method underneath the BSNF Rall Road at W. 33rd St. and Sheridan Ave, Loveland, CO. Tunnel excavation was advanced utilizing an 94• diameter open face quad carbide bar rock head. Tunnel spoil was nsmoved via dirt bucket haul system and dipoaed of off-site. Exterior annual voids were fllled with contact grout via grout port& In the casing with a low pressure grout system. Tunnel shafts were excavated to 20' and shored with trench boxes. Project also Included 105 LF of (1) 84 • diameter x 1· thick steel pipe using Open cut methods, and constructing an Intake and outfall concrete structures with Miscellaneous appurtenances. Also performed high pressure jetting and cleaning of existing culvert& to remove debris to allow for additional caoacltv for Seven Lakes water wav. Tuesday, May 05, 2015 Paf{e 10of18 Final Contract ' - Project Engineer Owner Percent Scheduled/ Amount C I t Actual omp e e I Completion Vehicle Vault Country Club (Ph 1) Town of Parker Castle Brae Development $660,993.33 100% 06/0712014 20120 E. Mainstreet 7342 S. Alton Way STE 7 A Awarded Date: Parker co 80134 Centennial co 80112 3038409546 Jacob James 3037575515 Tom Kahn Install Watertlnes, Sanitary Sewer lines, and Storm Drain lines for Kahn Construction for the Vehicle Vault Country Club project In Parker, Colorado. This project Is phased Into 3 sections and we wlll be performing the work for Phase 1 only, which Includes utilities to 4 separate buildings. There 18 approximately: 700 LF of s• PVC sewer with manholes, services, and sand/oil Interceptors; 1,900 LF of 8" PVC water with services and fire hydrants· 2 400 LF of RCP for storm ranalng In size from 18" to 30" with manholes Inlets and roof/area drain lines. IWettminster Reclaimed Water Improvements HOR Engineering City ofWettminster $635,556.30 100% 07119'2011 303 E. 17th Ave .• Suite 700 4800 W. 92nd Ave. Denver CO 80203 Westminster CO 80031 3037641520 Matt Gough 3036582174 Stephanie Bleiker !Awarded Date: Furnish and Install new reclaimed water line and fixturesat various locations for the City of Westminster. 112th and Vraln Street location Includes 8" pipe work, blowoff, and abandon existing. 108th and Wadsworth location Includes vault work, 2• blowoff hydrant. 112th and Legacy Ridge Parkway location Includes 2" blowoff hydrant. 112th and St. Vraln location Includes vault work and 30" BFV. 110th and Meade Court location includet vault work, GV, and 18 LF of water tine. 112th and Clay Street location Includes vault work and air valves. 112th and Peco• location Includes vault work and 30" BFV. Ryan Elementary location Includes a meter vault. ShelWOOd Park location lncludee a meter vault. 118th and Sheridan location Includes 4" PVC waterline, fittings, HOO shot, and 3" meter/Irrigation connects. 112th and Sheridan location includes 4" PVC waterline, meter work, and meter abandonment. 132nd and Huron location lnclud&8 3 20" bores at 48', 51 ', and 123"; 801 LF of 8" PVC waterline, vault, and meter/irrigation work. 110th and Legacy location Includes meter/irrigation wolt(. Lastly, 121 st and Mariposa location Includes meter/Irrigation work. Completion date: 711 912011. Change Order #1 was for change in scope and under runs. !West Harvard Gulch COM Urban Drainage & Flood Control District $1 , 153,605.30 100% 3 /18/2013 55517th Street, Suite 1100 2480 W. 26th Ave., Suite 1568 !Awarded Date: Denver CO 80202 Denver CO 80211-5304 3033832300 Travis Bogan 3034556277 Barbara Chongtou Design-Build (Alternative Delivery Method) with UDFCD Including extensive preliminary Investigations and engineering to develop best method of Installation. Extremely tight site, deep excavation, and installation under the BNSF RR, required thoughtful phasing and stringent safety precautions. Installation of an 88 foot long Pedestrian Tunnel (12 ft x 9 ft Box Culvert) undemeath BNSF RR Tracks. Project also Included relocatlon of existing Water and Sanitary Sewer Lines that were In confllct with the proposed Tunnel location. Xcel - Smith Road & Ulster - Twin 30" GBM Xcel Energy Xcel Energy $605,300.00 100% 911212014 5460 W. 60th Ave. 5460 W.60th Ave ~warded Date: Arvada co 80003 Mada co 80003 3034253807 Hana Koci 3034253807 Hana Koci Twin 30" GBM Auoer Bores 400' In lenath for each one Loveland West 1st Street Pipe Burst Project No. Colorado Civil Group City of Loveland $636,266.77 100% 06/10/2014 W1312C 1413 W. 29th St 200 North Wilton Awarded Date: Loveland co 80538 Loveland co 80538 9702780029 Chris Messersmith 9709623750 Craig Weinland Prolect Includes reolacement of annrox. 2200 ft of existlna 16" DIP with 16" PVC in West 1st Street from Liiv Drive to Tvler Ave via oioe burstlna method. Tuesday, May 05, 2015 Page 11of18 l Final Contract Percent Scheduled/ Project I Engineer Owner Amount Complete Actual Completion Aurora-OTC Flor/HOR Denver Transit Constructors $1,004,649.97 100% 0713112012 303 E. 17th Ave 1670 Broadway Suite 2700 Awarded Data: Denver co 80203 Denver co 80202 3038611300 3038616882 Brett Marsolais City of Aurora Wat.r & Sanitary Sewer Relocations -Removal and Abandonment of waterllna services along Smith Rd starting In Denver on Peoria Street and finishing on Chambers Rd In Aurora Colorado. Chanae orders are for addltlonal work and changes In scope. lost Creek Waterline Short Elliot Hendrickson Inc front Range Resouroes, LLC $510,483.42 100% 0712912013 390 Union Blvd Suite 630 5025 Ovemm Drive Awarded Data: Lakewood co 80228 FT Collins co 80526 3035865800 Matthew Benak 9704725392 Auger Bores in different locations for installation of waterline. Bore No. 15- 115 ft of 24 •Cuing with 16" Carrier Pipe, Bore No. 14 114 ft of 24" Casing with 16" Carrier Pipe, Bore No. 13-212 ft of 24" casing with 16" Carrier Pipe, Bore No.12· 79 If of 24" Casing with 16" Carrier Pipe, Bore No. 11-40 If of 24" Casing with 16" Carrier Pipe, Bore No. 9- 60 If of 24" Casing with 16" Carrier Pipe, Bore No. 6- 111 If of 24" Casing wl1h 16" camer Pipe, Bore No. 6- 1351f of 24" Casing with 16" Carrier Pipe, Bore No. 4-1411f of 24" Casing with 16" carrier Pipe, Bore No. 3 91Ifof24" casing with 16" Carrier Ploe Bore No. 2 721f of 24" Casina with 16" Carrier PiM Bore No. 1 661f of 24" Casina with 16" Carrier Ploe. United Airlines Fire Water StOl'age Tank FSB United Airlines $529,091 .00 100% 6 /1512010 5801 Broadway Ext. Ste. 500 PO Box86100 Awarded Date: Oklahoma City OK 73118 Chicago IL 60666 4056402931 William Frankfurt Installation Fire Water Line/ 200LF of 42" DIP 180LF of 12" DIP 20LF of 6" carbon steel with altitude valve and vaults. Tennyson St Bore - OTC Fluor/HOR Denver Transit Constructors $519,802.45 100% 11131/2013 303 E. 17th Ave# 100 10035 E. 40th Ave# 400 iAwarded Date: Denver co 80202 Denver co 80239 NIA 3035051904 Agustin Salinas Hand Tunnel 121ft of 60 Inch Hobas Pioe under Tennvson Streat for Storm Denver Transit Constructors via Hand Tunnelina Method. In Iha Cttv of ANada Erie AUi Bores Unknown Town of Erle $431,320.85 100% 3 /1512010 645 Holbrook St. !Awarded Date: co Erle co 80516 Unknown Elaht 54" Auaer Bores ranalna from 20 feet lo 115 feet In lanoth. Chanae orders were for chanaas In scoce. Tuesday, May 05, 2015 Paf{e 12of18 I I Final Contract Percent Scheduled/ I Project Engineer Owner I Amount Complete Actual I Com letion - Thornton Zone 4-Deslgn J&T Consulting, Inc. City ofThomton $534,063.41 100% 06/1512010 1400 W. t22nd Ave. -Suite 120 9500 Civic Center Drive Awarded Date: Westminster co 80234 Thornton co 80229 3034570735 Jason Murry or Tod 3035387380 Jim Jensen Preliminarv Dhase of Deslan Build aaoroximatelv 15 000 tf •new 24" PVC waterline from Ure Lene & 103rd Ave. to 85th & Zuni. Skylake Ranch Lift Station Olsson Associates City of Thornton $478,737.32 100% 10/10/2010 143 Union Blvd. Suite 700 12450 Washington St Awarded Date: Lakewood co 80228 Thornton co 80241 7209626072 Brad Simon 7209776274 Jason Pierce Installation of new factory bullt triplex lilt station in 10x15 p111cast vault. Reroute sewer (651f) and add 3 new manholes; reconnect to force main; removal some electrtcal components and relocate others· and remove existing wetwell and pumps. NWES Storm Bores OTC Fluor/HOR Denver Transit Constructors $472,087.88 100% 09/1512014 303 E. 17th Ave # 700 10035 East 40th Ave Suite 400 !Awarded Date: Denver co 80202 Denver co 80239 N/A 7203343583 Jesse Gross NWES 2.09 Bore- Install 62 LF of 36" St.eel casing Under the BNSF Railroad - casing Only : NWES 2. 10 Bore Install 71 LF of 36" Steel Casing Under the BNSF Railroad - casing Only: NWES 2.06 Bore Install 56 LF of 36" Steel Casing under the BNSF Railroad- Casing Only: NWES 2.03 Bore Install 64 LF of 36" Steel Ceelng under the BNSF Railroad- Casing Only. NWES 2.07 Bore Install 54 LF of 36~ Steel Ceslna under the BNSF Railroad- Casina only: NWES 2.08 Install 68 LF of 36" Steel Casing under the BNSF Railroad. All Bo111s are via Au-r Bore Method for Denver Transit Constructors. OTC-Conduit 94 90" Casing Flor/HOR Denver Transit Constructors $492,036.57 100% 04/0512012 303 E. 17th Ave 1670 Broadway Street Awarded Date: Denver co 80203 Denver co 80202 3036611300 7203343583 John Beckes Installation of 90" SPiit steel caslna Installed around exisUna 72" steel water llne conduit at Uoan and Broadway In Denver Colorado. CSU Sanitary Improvements Phase II Dltesco Colorado State University $554,012.75 100% 10/2012010 1315 Oakridge Drive, Suite 120 251 Ediaon ~warded Date: Fort Collins co 80525 Fort Collins co 8052~30 9702174597 Christian Cece 9704910306 Tracy Abel Installing new sewer meln systems by horizontal directional drilling methods, auger bortng methods, and open pipe work. Cleenout facllltles were Installed as Mii as new sanitary manholes in multiple locations on campus. The work Included the following general Items: 1) Installation of 450 LF of 6" HOPE sewer main by HOD methods at the Morgan Library 2) S&Nlce Clean outs installed at each end point of dlrectlonal drill pipe Installation 3) At Pitkin Street and Mason Stl1let approximately 75 LF auger bore to install 24" steel casing pipe In which 15• PVC carrier pipe was Installed 4) Manholes to be Installed on each side of manhole for connections to existing 5) Removed and replaoed manholes at Mason and the Heat Plant 6) Inside heat plant, removal of existing and replacement of new sewer main with ductile Iron pipe 7) At the Education Building, 177 LF of pipe bursting of a• Certa-flow sewer main 8) At the Weber Building, installation of 79 LF of 6° PVC as well as manhole for new sewer main. Work on camous reauired excellent coordination of oedeatrtan traffic and Unlversitv schedule. Tuesday, May 05, 2015 Pal{e 13 of18 I Project I Engineer -1 Owner Wildcat Castle Rock Bol8s URS 8181 E. Tufts Ave. !Awarded Date: Denver CO 80237 3036942770 Unknown ff own of Castle Rock 175 Kellogg Ct. Castle Rock CO 80916 Unknown Final Contract Amount $428,593.00 Percent I Scheduled/ Complete Actual Completion 100% 0112-412013 BTrenchless worked as a subcontractor for Wildcat Construction Co., Inc. lnstallfng a total of 6 Bores. Five Auger bores (runs of 440' of 24" steel casing, 120' of 2411 steel casing, 131' of 3011 steel casing, 112' of 3611 steel casing, and 112' of 30• steel casing) and one 312' GBM bore with 24" steel casing for the Castle Rock Transmission Pipellnn Project. Bores were completed at various times to meet the needs/schedule of GC. Chambers Reservoir CDMSmlth 555 17th Street, Suite 1100 !Awarded Date: Denver CO 80202 3033832300 Thomas Mercer Auger bol'8 440 LF of 42" steel caslna under E-470 with with 24" PVC carrier oloe. Price Park lntegra Engineering 1095 S. Monaco Partcway ~warded Date: Denver co 80224 3039510615 Cart Bundschuh fArap1hoe County Water and Wastewater 13031 E. Caley Ave Centennial CO 80111 3037904830 Patric Reed City of Longmont 11 oo s. Sherman Street Longmont co 80501 3036518367 Jon Robb Phase 1-Cross Connection of existing 2011 and 22" steel waterlines, new combined Air Vac Vault, and new blow off manhole. $535,730.00 100% 10/1112013 $462,593.36 100% 04/30/2010 Phase 2-140 If of 24" DIP waterline, 3 steel connections, precaat vault with magnetic flow meter and SCAOA control, blow off manhole, and existing system abandonment. Original scheduled completion: Aoril 2010. Hampden Avenue and Fitzsimons Lift Stations Removal Dewberry-Goodklnd, Inc. City of Aurora $364,800.00 100% 1112412011 1095 s. Monaco Pkwy. 14707 E. 2nd Ave. Awarded Date: Denver co 80224 Aurora co 80011 3039510628 Dave Butler, P.E. 7208594324 Vem Adam, P.E. Demolish two existing abandoned lift stations located at Hampden Avenue near East Tollgate Creek and near Fitzsimons Golf Course off Montview Boulevard and Quentin Street. The work for the Fitzsimons Lift Station demollshlng also includn reconstruction of Montview Boulevard along the street frontage caused by a main th•t damaged the street pavement. Original estimated completion date scheduled for 1112412011 with contract final comoletlon of 21312012. Actual comoletion was 11124111. SAC-2010-Adams City Area Water and Service Line Muller Engineering Co, Inc. South Adams County Water & Sanitation $399,253.39 100% 10/1512010 Replacements 777 S. Wadsworth Blvd, Ste. 4-100 6595 E. 7oth Ave. Awarded Date: Lakewood co 80226 Commerce City CO 80037 - Project Engineer Owner Final Contract Percent Scheduled/ Amount Complete Actual Completion SAC-2009-72nd and Fairfax Black and Veatch South Adams County Water & Sanitation $550,081 .50 100% 08/2312010 6300 South Syracuse Way. Ste. 300 6595 E. 7oth Ave. Awarded Date: Centennial co 80111 Commerce City CO 80022 Brian Jessee 3032882646 Jim Pankonln The Installation of 95' of 48" Casino with a Hammer Bore under the Union Pacific Rall Road. We hammered around an exlstlno 24" CMP/ Cast Iron PIMi Successfully. OTC-Arvada Bores Flor/HOR Denver Transit Constructors $1 , 160,068.94 100% 03/06/2015 303 E. 17th Ave# 700 1670 Broadway, Suite 2700 ~warded Date: Denver co Denver co 80202 N/A 7206129465 Martin Miller Saulsbury Street water Bore. under BNSF Railroad Traclcs 71 ft of 18" Steel Casing, Completed Bore May 2012, Vance Street water Bore- under BNSF Railroad Tracks 81 ft of 20" Steel Casing, Completed bore May 2012.0ld Wadsworth water bore-under BNSF Railroad Tracks 72 ft,Alllson Street Bores 80 ft under the BNSF Railroad Traclcs for Installation of new water line, Grandview Ave bored 91 ft under the BNSF Railroad Tracks for installation of new water line On Garrison Street Bore 105 ft under the BNSF Railroad Tracks for inS1allatlon of new water line. Washington St Waterline Rehabilitation City of Thornton City of Thornton $395,978.24 100% 05/0412012 9500 Civic Center Drive 9500 Civic Center Drive Awarded Date: Thornton co 80229 Thornton co 80229 7209778277 AIAlva 12osn62.77 AIAlva Sllpline 1,650 LF of 16" Fusible PVC within existing 20" steel pipe, as well as temporary water service to Quail Ridge apartment complex. This project also required heavy traffic control at 104th Ave. and Washlnaton St. Change orders were for additional services l"IKIUested bv Cltv of Thomton. ~rgo Water & Sanitary Relocation HOR Engineering Denver Transit Constructors $438,588.59 100% 11/512012 303 E. 171h Ave # 700 1670 Broadway Suite 3400 Awarded Date: Denver co 80203 Denver co 80202 7203343583 Laura Harmon Sanitary Sev.ter Line Relocation (NWES-16-SS) Existing Line under Bypass as required, Demo and Removal of existing brick manhole In alley. Manhole is 10' Deep. Flowflll sanitary sewer line In alley. Cut and remove pavement,excavate,provide and install necessary trench boxes as required, install approximately 551 If of 12" sanitary sewer and approximately flve(5) manoles In W. 44th Ave and south down Jason Street Waterline relocation (NWES-OS-19-W) Fire Hydrant assembly and necessary appurtenances on W. 43rh Ave. Cut and Remove pavement, excavate, provide and install necessarv trench boxes as reauired install aDorox 403 LF of 12: water main and all annurtenanoes as reauired. Havana W&S 14" Slipline Havana Water and Sanitation District $350,000.00 100% 11/1312009 6399 Fiddlers Green Circle Ste. 102 Awarded Date: co Greenwood Villa CO 80111 3037794525 Mark Klee HOO. Change order to 63110, 63111 and 63835. Sllpllned 4500 LF of existing 16" DIP w/ 14" HOPE foroe main. Included preliminary investigation of existing llne's condition. Sliplinlng greatly reduoed traffic control and oubllc lmoact in a verv busv section of Belleview. Construction comoleted 11 /1312009. Final restoration to be comoleted Sprina 201 O with an estimated oomcletlon date of 413012010. Tuesday, May 05, 2015 Pa~e 15of18 - Project Engineer Final Contract I Percent Scheduled/ Owner Amount Complete Actual Completion - Joliet and Havana Hudlck Bores JR Engineering Commerce City Northern Infrastructure G $345,623.61 100% 0512612013 700 S. Alton Way Suite C100 7887 E. 60th Ave. ~warded Date: Centennial co 80112 Commerce City co 80022 Installation of 4 bores for Hudlck Excavating, Inc. on the Joliet Street Improvements project. 1-76 Bore Is 249 LF of 42" casing; Dayton Bore Is 80 LF of 42" casing; UPRR Bore Is 180 LF of 42" casing; end E. 1041t1 Ave. Bore Is gr LF of 30" caslna. 19th Street Steam Xcel Energy Services Inc. Xcel Energy $474,629.28 100% 0812612012 550 15th Street Ste. 200 1550 15th Street Awarded Date: Denver co 80202 Denver co 80202 3035717394 Gary Hubel 3035717394 Gary Hubel BT Construction contracted with Project Management Inc. to remove and replace approximately 354 LF of 16" steam main and a vault for Xcel Energy. An expansion joint was also relocated. Although we were contracted with PMI, we perfonned work directly for Xcel on addltlonal sites. Thia extra work accounts for 7 of 9 of the chanae orders. Or $113 226.65 of the $133564.28 In chanae orders on this lob. Wewatta St. 18th St. to 19th St. Steam Main Project Xcel Energy Services Inc. Xcel Energy $395,470.02 100% 0311612012 550 15th Street Ste. 200 1550 15th Street Awarded Date: Denver co 80202 Denver co 80202 3035717394 Gary Hubel 3035717394 Gary Hubel Install approximately 420 LF of 12" steam main, 2 vaults, and bore 30" casing. Extra work consisted of: 1) Repairing 2" condensate line at 16th St.; 2) Shrink wrap steam main under atorm sewer; 3) Abandon vault at Kiewit Parking Lot; 4) Remove and dispose of 48~ storm sewer: 5l Cao steam main and remove vault at Ice House and 18th St. HP Traffic Control Tower BPA Group Jefferson County Mountain Metro Airport $417,097.00 100% 11/1612009 10900 NE 4th St Ste. 2300 11755 Airport Way Awarded Date: Belle we WA 98004 Broomfield co 14259901044 Danny Leung Darren Odegard Site utilities for new Air Traffic Contol TCNler/ Base Bldg Rocky Mtn Airport (JEFFCO) Water: 6501f 8" PVC; 4501f of 8" Flreline; 4801f of 12" Domestic. Sanitary: 2301f of 4" Force Main 180 with above ground lift station; 1501f of6" PVC; 871fof 4" SDR26. Storm: 6701f of 10"·18" PVC; Pond Inlet, Catch Basins and Misc. Excavation for Communication Ducts (w/ hand holes), Telephone and Electric. Ortalnal scheduled comoletlon date: 512912009. Grange Hall Creek - OWB Conduit 81 Muller Engineering Urban Drainage & Flood Control District $328,204.00 100% 03/0512013 777 South Wadsworth Boulevard 2480 West 26th Ave, Suite 1568 ~warded Date: Lakewood co 80226 Denver co 80211 3039884939 Glenn Hamilton David Skuodas Removing approximately 180 LF of OWB Conduit 81 pipe and blowoff manhole. Installing approximately 180 LF of 48-lnch welded steel pipe (Conduit 81), S..inch blow off valve assembly, and 24-lnch access manhole assemblv between Washlnaton St. and Larson Dr. Tuesday, May 05, 2015 Pa~e 16of18 Project Engineer Owner Final Contract l Percent Scheduled/ 1 Amount Complete I Completion Actual. I SWG/Olsson Design Build Olsson Associates Southwest Generation $335,575.00 100% 0313112014 4690 Table Mountain Dr. Ste 200 2601 S. Platte River Dr. Golden CO 80403 Denver CO 80233 3032372072 Mary Stahl 3039220648 Anthony Speechley Awarded Date: Design/Build with Southwest Generation/Oleson Associates for construction of a condensation drain line from an active power plant, Including a control fault, Instrumentation, and outfall. Included 300 LF of above grade gravity fe<l 4" SCH 80 PVC drain line attacfled to an existing building that went underground near the corner of an existing foundation and tied Into underground e· piping. Mid-way through thee· piping, Installation of a precast conctete vault with twtn 6x6x6 tees to future piping upgrades. Downstream end of thee• plpetermlnated at a grouted rip rap rundown Into the South Platte River. The 230 LF of e· C900 PVC piping was lnat.alled through two Auger Bored 16" casings (80 LF & 120 LF} under RR tra<:ks on one side and under 5 . Platte River Ort.le on the other, between existing electric, water and sewer lines. Potholed windows were required. BTC assisted Owner with obtaining an easement from the CIC of Denver for the pipeline from the property edge to the South Platte River. Castle Pines HOD Tetra Tech 1576 Shannan Street, Suits 100 Denver Co 80203 3038255999 Nathan Martinson ~warded Date: HOD 1500LF OF 16" HOPE AND OPEN CUT 345LF OF GRAVITY SEWER Kenwood Outfall Icon Engineering, Inc. 8100 S. Akron Street, Suite 300 16.warded Date: Centennial co 80112 3032210802 Brian LeDoux City of Castle Pines North 7404 Yorkshire Orlve Castle Pines 3032423262 co 80108 Dan Schmick Urban Drainage & Flood Control District i2480 W. 26th Ave., Suite 1568 Denver co 80211-5304 3034556277 David Skuodas Pothole for Utllltes. HOD a hot test to determine method. Combination GBM and Hammer 158' of 60" steel casfllll under UPRR. Leyden Ranch Regional Pond Jefferson County Transportatlon/Englnee Jefferson County Transportatlon/Englnee 100 Jefferson County Pkwy, Suite 3500 100 Jefferson County Plwy, STE 3500 Awarded Date: Golden co 80419-3500 Golden co 80419-3500 3032718492 Dixie Shear 3032718492 Dixie Shear $301 ,460.00 100% 08/0212010 $335,515.27 100% 04/26f.!013 $329,620.12 100% 03121/2014 300 LF GBM Bore 12" Casing .375" Wall & Set Manhole. 300 LF GBM Bore 36" Casing .375 Wall. Change orders for engineering and Claystone encountered for 270' of the first pilot tube and 20 additional wor1dna davs. Henderson Mine Steffens and Associates Inc. Climax Molybdenum Company· Henders $359,687.95 100% 0113012012 19302 CR3 ~warded Date: Golden co 80403 Parshall 80 80468 3032161801 3035893221 Tyson Parrott Auaer bore 300 LF of 36" caslna for Climax Molvbdenum Comoanv - Henderson Ooeratlons for the Woods Creek Decant Closure Project. Tuesday, May 05, 2015 Paf!.e 17of18 - Project Engineer Owner Final Contract Percent Scheduled/ Amount C I t Actual omp e e I Completion Goosehaven Reservoir Mclaughlin Rincon City of Lafayette $317, 198.48 100% 06/0712012 2300 15th Street, Suite 220 1290 S. Public Road !Awarded Date: Denver co 80202 Lafayette co 80026 3039643333 Aaron K. Asquith 3038850616 Brad Dallam Install 1200 ft of 30" waterline for Goosehaven Reservoir with tie-Ins Sandown Horizontal Bol'9 HORJFluor Denver Transit Partners $333,5n.47 100% 11121/2013 303 E. 17th Ave# 700 10035 E. 40th Ave Suite 400 !Awarded Date: Denver co 80202 Denver co 80239 NIA 3038618881 Kevin Walsh Installation of (2) Auger Bore of 60 LF 24" & 42" to be Hobas casing and (1) Auger Bore of 60 LF to be steel casing and lnstalltlon and grouting of 4" conduits. Project la constructed within the UPRR ROW. The (3) casings Include a feeder casing (Sixteen 4" Conduits In the casing), a return casing (Six 4" Conduits In the casing}, end a communication casing (Eight 4" conduits In the casing). The feeder caslna and return casing are going to be Hobaa Plce. end the communication casing wlll be steel casing. Xcel T&M Repairs 2013 Xcel Energy Services Inc. Xcel Energy Services Inc. $600,937.50 100% 1213112013 550 15th Street Ste. 200 550 15th Street Ste. 200 Awarded Date: Denver co 80202 Denver co 80202 3035717394 Gary Hubel 303571739-4 Gary Hubel Project consists of steam line repairs at various locations In downtown denver. Project will be billed on a T&M basis. The sites are as follows: 1. 19th and Wynkoop-vault replacement 2. 13th and Glenarm-direct bury expansion joint replacement. 3. 13th a.nd Arapahoe-repair two steam leak•. 4. 13th and Arapahoe-replace vault AR13.1. 5. 18th and Arapahoe-replace condensate line. 6. Various sites-raise manholes and valve boxes that have been DBved over. Apple Blossom Open Cut - OTC Fluor/HOR Denver Transit Constructors $426, 195.93 100% 0313112014 NIA 10035 East 40th Ave Suite 400 Awarded Date: co Denver co 80239 3035051904 Agustin Sallnaa Open cut approx 500 ft for 18" sanitary sewer llne for Denver Transit Constructors. Time and Materiel Biiiing. Repair work needed to be complete due to sag In line per Westminster. Repair of Line due to Saaaina. Milwaukee Street Project-Denver Transit Fluor/HOR Denver Tran.sit Constructors $1 ,518,735.02 100% 03/3112012 303 E 17th Ave# 700 1670 Broadway Street ~warded Date: Denver co 80203 Denver co 80202 3038611300 7203343583 John Beckos Install 39' of 60" Steel Casing extension for Denver Water off of 42nd and Milwaukee Street under the UPRR Rellroad Tracks. This is the first of the utility relocation projects for the Eagle P3 Project. Keamey Street Bore EC-8-30-W Bore Length of 170 Ft with the lnstallatlon of 24" Steel Casing under the UPRR Rall road Tracks.Clayton Street Bore, bored 117 Ft end Installed Steel Casing under the UPRR Rallroed Track. Columbine Street Bore, bored 119 Ft and Installed of Steel Casino. Tuesday, May 05, 2015 Pal{e 18of18 I :II 193 GENERAL CONTRACTORS HENOERSON,COlORAOO BT Construction, Inc. SIMILAR PROJECTS 9885 Emporia Street Henderson, CO 80640 Office: (303) 469-0199 Fax: (303) 466-8309 Project L_ r- Engineer I Owner Final Amount Contract Complete Percent Scheduled/ Actual. l L LCo!!!pletion_1 J&T Consulting, Inc. ~lty of Thornton 1400 W. 122nd Ave. · Suite 120 9500 Civic Center Drive Westminster co 80234 homton CO 80229 3034570735 Jason Murray or To 3035387332 Jim Jensen !Thornton Zone 4 ·Construction Phase $5,528,512.82 100% 06/1512010 !Awarded Date: The Design Build Institute of America (OBIA) awarded BT Construction, Inc. (BTC) the 2010 Design.Build Award of Excellence for the Best Project in theWater/Waste Water Project Under $15 mlllion category for the Zone Four 24" Interconnect Waterline Project. BT Construction, Inc. and J& T Consulting were selected as the design build team for the new 24" PVC waterline from Ura Lane & 103rd Avenue to 85th & Zuni Street. The approximately 15,00Q If of waterline was safely Installed with no installation leaks, no failure In water quality tests or of any of the pressure teats pefformed on the line. In fact the installed line exceeded design specifications for pressure testing. This project was a joint venture between the City of Brighton and the City ofThomton. Brighton had arranged to purchase water from the City of Westminster and would utilize Thornton's distribution system to move the water closer to Brighton. The Design-BuUd (018) team was required to develop ROW altsmatlves and cost estimates in the preliminary design, and to oonduct easement negotiations once the alignment had been finalized. Little Dry Creek Tunnels Muler Engineering Company ~rban Drainage & Flood Control District 777 s. Wadsworth Blvd 480 w. 2611'1 Ave., Suite 1568 Lakewood CO 80226 Denver CO 80211-5304 3039884939 Christopher Kroege 3034556277 David Skuodas $3,767, 158.75 100% 06/0112014 !Awarded Date: (3) Design build tunnels under Hwy 287. (1) 280 LF of sanitary sewer 54" microtunnel steel casing with 36" PVC carrier. (1) 300 l.F sanitary sewer 30"-GBM Auger/HOO with 12· Fusible PVC carrier. (1) 280 LF of 129" RCP storm S8W9r-TBM. Project Involved permitting through BNSF Rail Road, COOT, and Colorado Department of Health. Project site constraints Included substantial groundwater contamination remediation, and multiple permitting agencies. Tunnels were in difficult ground oondltions, such as a>bbles, gravels, running sands, and fills. Miscellaneous open cut wor1< also included 129" RCP storm sewer, (2) creek crossings, and 500 LF of 10" and 6' PVC waterlines. Dahlia Ponds 1·76 Tunnels ICON Engineering Urban Drainage & Flood Control Olstrfd $2,176,104.44 100% 07(15/2011 8100 S. Akron Street, Suite 300 2480 W. 26tfl Ave., Suite 1568 !Awarded Date: Centennial co 80112 Denver co 80211-5304 3032210802 Brian LeDoux 30345562n Barbara Choogtou Design Assisi/Build (Alternative Delivery Method) of 260 LF of 54" Microtunnel under 1-76, 125 LF of 42" steel pipe open cut, 32 LF of 60 RCP, 70 LF of 54" steel open cul Including junction stNcture and pond outlet structure and appurtenances . Rescue 84• diameter 30 ft deep 60 LF long hand tunnel from previous tunnel attempt (Not by BTC), including completion of tunnel, tie in of the previous attemot. a rout and weld connection. Tuesday, May 05, 2015 Pa~e I of3 I Project I Enginee~ I Owner --~- 1 Final Amount Contract Sand Creek Parallel Interceptor Repairs HOR Engineering Metro Wastewater Reclamation District $1,581,306.41 1670 Broadway, Sult.a 3400 6450 Yori\ Street !Awarded Date: Denver CO 80202 Denver CO 80229 3033186280 Mike Gossett 3032863000 Amy Ward Percent .' SchedulediJ Complete I Actual Completion 99% 04/3012014 2013 Flood damaged 39" MWWRD sanitary sewer line was r&pfaced with 854LF of 42" Hobas sewer pipe, along with replacement of 15,000 CY of Sancl Creek River Bank with cnsek bank annorlng of 25,000 tons of rip rap. Rehabilitation of two diversion structures Included removal of 6000psi conctete plugs. Design Build process allowed team members to properly define scope and quickly move the proJect foiward. Additive change orders for additional work and deductive change orders for c:iuanltlty under-runs, combined for substantial oost savings. 2014 Loveland Wetertlne Replacement - Phase I (W1313C) I Colorado Civil Group City of Loveland $0.00 85% 07/3112015 Awarded Date: 200 North Wilson Ave CO 'Loveland CO 80537 9709805497 Chris Messersmith 9709623750 Craig Weinland 7 Different locations: Aiea A: 1064 LF of 8" & 112 LF of 6" Watertlne-lnstallatfon with Services-Jefferson Drive & Jeffersonct. Via Open Cut Method. Ar8-aB: 1628 LF of 8" & 41 l.F of 6"Waterllne Installation with Services Fairplay Drive via Pipe Burst Method. Area C: 1068 LF of 8" & 49 LF of6" Waterline Installation with Services Village Ave via Pipe Burst Method. Area D: 614 LF of 8" & 50 lF of 6" Waterline ln1tallatlon with Services Jefferson Ave Via Open Cut Method. Area E: 525 LF of 8" & 46 LF of 6" Waterline Installation with Services 6th Street SW via Pipe Burst Method. Area F: 720 LF of 811 & 35 LF of6" Waterline Installation with Services 35th Street SW via Plpeburst Method. Area G: 1180 LF 8" Waterline Replacement with Temp Water System Van Buren via Open Cut Method. NECCO Phase 3-48" Culverts Aynss Associates City of Fort Collins $0.00 50% 3665 JFK Parkway, Suite 100 700 Wood Street Awarded Date: Fort Colllns co 80527 Fort Collins co 80522 9702235556 Andrea Faucett 9702246068 Sue Paquette Altemateve Product Delivery System (Design Build). Auger bore 272 LF of twin 48" steel casings under the BNSF & Great Westem Railroads, partially throuhg existing 5'x10' box culverts. Dewatering reautred alona caisson thrust blocks. CU Boulder Chilled Water Line@ Baker Hall (CP 168277) Martin/Martin University of Colorado $1 ,005,279.19 100% 03/1012013 12499 W Colfax Ave 1540 30th Stntet, 3rd Floor Awarded Date: Lakewood co 80215 Boulder co 80309 3034316100 BillWlllls 3037355410 Andrew Jordan Desian/Bulld and Reolace 1320 LF of 20" TR Flex and 500 LF of 8" TR Flex Chllled Water Ploe at Baker Hall. West Harvard Gulctl COM Urban Drainage & Flood Control District $1, 153,605.30 100% 311812013 555 17th Street. Suite 11 00 2480 W. 26th Ave .. Suite 1568 ~warded Date: Denver co 80202 Denver co 80211-5304 3033832300 Travis Bogan 3034556277 Barbara Chongtou Design-Build (Alternative Delivery Method) with UDFCD including extensive preliminary investigations and engineering to develop best method of installation. Extremely tight site, deep excavation, and Installation under the BNSF RR, required thoughtful phasing and stringent safety precautions. Installation of an 88 foot long Pedestrian Tunnel (12 ft x 9 ft Box Culvert) underneath BNSF RR Tracks. Proiect also Included relocation of exlstlna Water and Sanltarv Sewer Lines that were In conftlct with the oroDOAed Tunnel location. Tuesday, May 05, 2015 PaRe 2 of3 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Project Engineer Owner SWG/Olsson Design Build Olsson Associates Southwest Generation 4690 Table Mountain Dr. Ste 200 .2601 S. Platte River Cr. Golden CO 80403 Denver CO 80233 3032372072 Mary Stahl 3039220648 Anthony Speechley !Awarded Cate: Final Contract Amount $335,575.00 Percent I Scheduled/ Complete Actual Completion 100% 0313112014 Deslgn/Bulld with Southwest Generation/Olsson Associates for construction of a condensation drain line from an active power plan(Tncludlng a control fault, Instrumentation, and outfall. Included 300 LF of above grade gravity fed 4" SCH 80 PVC drain line attached to an existing bulldlng that went underground near the comer of an existing foundation and tied Into underground s· piping. Mid-way through the e· piping, Installation of a precaat concrete vault with twin 6x6x6 tees to future piping upgrades. Downstream end of thee· plpetennlnated at a grouted rip rap rundown Into the South Platte River. The 230 LF of a· C900 PVC piping was Installed through two Auger Bored 18" casings (80 LF & 120 LF) under RR tracks on one side and under S. Platte River Drive on the other, between existing electric, water and sewer lines. Potholed wlndows we"" required. BTC assisted Owner with obtaining an easement from the CIC of Denver for the pipeline from the property edge to the South Piette River. Fossil Creek Pedestrian Trail Underpass@ Ft. Collins - DESIGN !Awarded Date: Stantec City of Fort Collins 2950 E. Harmony Rd., Suite 290 700 Wood street Fort Collins co 80528 Ft. Collins CO 80522 9704825922 Don Sllar 9702246106 James Rose Alternative Product Delivery S~em (~sign) related to the Fossil Creek Trail Underpass at the Burllnaton Northern Santa Fe Railroad Project. Tuesday, May 05, 2015 $0.00 90% Pa~e 3 of3 -BTC --- City of Fort Collins Request for Proposal {RFP) GENERAL CONTRACTORS HrnDERSO"I, COLORADO 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION D-GENERAL COMPANY RESOURCES 1. Personnel BT Construction, lnc./BTrenchless maintains both a main office and shop/yard facility at 9885 Emporia Street, Henderson, Colorado and currently employs 122 people in the following categories: Upper Management/Ownership - 3 Accounting/Human Resources - 4 Estimating/Business Development - 8 Project Management - 7 Project Controls - 4 Superintendents - 8 Foremen/Field Supervisors - 15 Safety IT raffle - 2 Shop/Yard/Equipment Supervisors - 5 Operators - 30 Drivers-2 Laborers - 34 ~ Request City of for Fort Proposal Collins (RFP) :--BTrencllles/-A Olvlslon ot BT Conrtnt<ffon- - IJ' 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements 2. List of Available Equipment 11102 Caterpillar 302.5C Mini Excavator (1520) 2006 11237 John Deere 1350 Excavator (1737) 2012 11301 Caterpillar 320DL Excavator 2009 11302 Caterplltar M318D Wheeled Excavator 2012 11331 Hitachi ZX225LC Excavator (1731) 2006 11332 John Deere 690ELC Excavator (1732) 1997 11333 Caterpillar 321 DL CR Excavator (1733} 2011 11410 Caterpillar 325LC Excavator (1710) 2002 11411 Caterpillar 3250L Excavator (1711) 2005 11429 Caterplllar 330CL Excavator (1729) 2005 11601 Caterplllar 336EL Excavator 2011 11606 Caterpillar 345BL Excavator (1706) 1999 11607 Caterplllar 345BL Excavator (1707} 1999 11615 Caterpillar 235C Excavator (1715} 1989 11617 Caterpillar 235C Excavator (1717) 1988 11624 Caterpillar 345BL Excavator (1724) 1998 11625 Caterpillar 345BL Excavator (1725} 2000 11635 Caterpillar 345CL Excavator ( 1735} 2007 11636 Caterpillar 345CL Excavator (1736) 2008 11820 Caterplllar 245D Excavator (1720) 1993 11821 Caterplllar 245 Excavator (1721) 1982 11822 Caterpillar 3658 Excavator (1722) 2000 11830 Caterplllar 245D Excavator (1730) 1993 11834 Caterplllar 245BME Excavator (Yard) (1734) 1992 18101 Falco Bedding Conveyor (EOIT>Flt By Excv 18102 Felco Bedding Conveyor (EDIT>Flt 8y Excv Type) Type} 18103 Felco Bedding Conveyor (EOIT>Flt By Excv 19111 Slide Rall System (2 Bays} (3950) Type) 19112 Shore-Tee Slide Rall System (3 Bays) (3951) 19113 Mlllenlum Slide Rafi System (Hermaphrodite, 2 Bays} 19151 Sheet Plllno (7944) 19155 APE 100E Vlbro Sheet Piie Driver 2013 19156 SBH Sheet Plllng Hydraulic Extractor 2014 19300 Trench Boxes (7903) [No Job hours -EXPENSE ONLY) 21101 Caterplllar 2368 Skldsteer Loader (2741) 2007 21102 Caterpillar 236 Skldsteer Loader {YARD 1999 ONLY) 21212 Caterpillar IT14G Loader (2712) 2005 21310 Caterplllar 928GZ Loader (2710) 2006 21311 Volvo L70G Loader (2711) 2012 21313 Caterplllar 928GZ Loader (2713) 2007 21317 Volvo L70E Loader (2717) 2005 21322 Caterpillar 928G Loader (2722) 2001 21501 Caterplllar 938K Loader (new) 2012 21519 Caterplllar 938G Loader (2719) 2001 21520 Caterpillar 938G Loader (Yard Loader) (2720} 2002 21523 Caterplllar 938G Loader (2723) 2001 21529 Caterplllar 936G Loader (2729) 1998 21701 Caterplllar 950H Loader (new) 2008 24112 Caterplllar 420 0 Backhoe Loader (5712} 2003 24113 Caterpillar 420 D Backhoe Loader (5713) 2006 24115 Caterpillar 420 E Backhoe Loader (5715) 2007 24116 Caterpillar 416C IT Backhoe Loader (5716) 2000 26347 Caterplllar CP323C Compactor (5747) 1998 26349 Caterplllar CP323C Compactor (5749) 1998 26448 Caterplllar CP433C Compactor (5746) 1999 26451 Caterplllar CP433E Compactor (5751) 2006 26548 Caterplllar CP563C Compactor (5748) 1998 30010 Casing for Tunnellog, Misc. Greater than 54" 30117 Multlqutp DCA400 Generator (6417) 2005 30138 Caterpillar XQ350 Generator (6938) 2002 30330 GMC Reefer Truck/JT4020 (Capt America} 1994 30350 TI 8entonite Pump - Tratler mounted (3850} 1987 (3240) 30375 Bentonlte Container ·on Lowboy (6875) 1979 30380 Detrick Recycler (3880) 2008 30381 Denick H1 G25G48 Anes Recylcer (new) 30383 Chemgrout CG-600/3L6/DH Mixer Pump (6983) 2008 31548 Allkerman SL74 MTBM 74"179"/100" MTBM 31551 Akkerman MTBM 51 - 51" MTBM Head/Machine Head/Machine (3948) (3949) 32010 Pilot Tubes and Racks 32100 Akkerman 660 Closed Face Attachment 32128 Akkerman 128" TBM Head (3945) 32151 Akkerman 420 TBM Boring Head 51" (3925) 32179 Akkerman 660 TBM Boring Head 79• (3410) 2008 32508 Akkerman GBM308AS Jack Frame & P100Q 2005 Power Pack (3939) ~ City of Fort Collins ::arrencltlesfi·· Request for Proposal (RFP) ---A OlvlalonolBTCon-on- 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements 32510 Akkerman GBM240A (JF) & P100Q Power 2008 32540 Akkerman GBM240 (JF) & P75 Power Pack 2003 Pack(new) (3920) 32550 Akkerman 5000 TBM Jack & Haul System 32560 Herrenknecht Jack Frame (3412) 33001 Barbco Rock HeadfHex 30" Cutting Head (3944) 33002 Steering KnucklesJHlnges 33003 Auger (mlscetlanaous, loose) 33004 Casing for Auger Bores, Misc, Smaller than 33221 American Augers 24-11 ODS Auger Bore 1991 54" Machine 24" (3921) 33224 American Augers Auger Bore Machine 24• 1995 (3724) 33319 American Augers 36·500 Auger Bore Machine 1985 33322 American Augers Auger Bore Machine 36" 2001 36"(3919) (3922) 33330 American Augers Auger Bore Machine 36" 1995 33337 American Augers Auger Bore Machine 36" 1999 (3730) (3937) 33338 8arbco Auger Bore Machine 30136·200 33423 American Augers 48·900 Auger Bore Machine 1999 48' (3923) 33430 Amer Augers (2011) 42/48-600NG Auger Bore 2011 33429 American Augers Auger Bore Machine 42" 1991 Mach 42" (3930) (3929) 33624 American Augers 60-1.2 Auger Bore Machine 2002 33431 Amer Augers (2014) 42/48-600 NG Auger 2014 60"(3924) Bore Machine 4248" (n 33628 American Augers 60·1.2 Auger Bore Machine 2000 33628 American Augers 60-1.2 Auger Bore Machine 2002 so· (3926) 60"(3928) 34036 Akkerman 2 Stage Reaming Head 36" • 72" (3415) 34024 Ram Gear 24"·36" (3943) 34056 Sullalr 1150XHA Air Compressor (6956) 2005 34051 Ingersoll Rand HP1000AWCU 1000CFM Air 1994 34101 Pneumatic Hammer (3530) Compressor 34058 Ingersoll Rand 900CFM Air Compressor (6958) 1990 34114 IT Hammer 14• 34102 Rock Auger Hammar (3705) 34124 TI Hammer 24" Goliath (3520) 34118 TT Grundoram Hammer 18" (3942) 2006 60219 MulUQulp OCA25 Generator (6419) 2006 35501 TT Grundoburst 800G Pipe Burster (3720) 2011 60222 Terex T25 Gensel (6422) 2008 60221 Terex T25 Gensel (6421) 2008 60514 MulUqvfp OCA70SSJU2 56Kw Genset (6414) 2005 60301 Multlqulp DCA45 / MMG45 Generator 2014 61102 Ingersoll Rand P-185 Air Compressor (6902) 1999 60516 MultiQulp DCA70SSJU2 56Kw Gensel (6416) 2005 61105 Ingersoll Rand P-185 WIR Air Compressor 2001 (6945) 61103 Ingersoll Rand P· 185 W JD Air Compressor 1994 61154 Ingersoll Rand P-375WD Air Compressor 1991 (6943) (6944) 61108 Ingersoll Rand P-185 WIR Air Compressor 2001 81307 Uncofn Welder that WAS on truek 80925, may 2006gc (6948) 80959 81306 Lincoln SA250-F3L 1011 Welder (7536) 2002 61353 Multlqulp 400 Amp CD Dual Welder (6931) 2002 61356 Multlciulp 400 Amp Welder (6606} 2003 61351 MuttlQulp BLW400SS Oual Welder (6941) 2002 -BTC --- GENERAL CONTRACTORS H C N OERSO ~ ,CO•OR~DO City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for ~ ::srrenellles~ -A Division of BT Cansttur:1ion- Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION E-PARTNERING EXPERIENCE APDS Experience: BT Construction/BTrenchless has recent experience with the Ft. Collins APDS and with similar Alternative Delivery and Design/Build projects with other Owners. Recent Ft. Collins APDS Projects NECCO Phase 3 - 48" Bores Project Ft Collins Project Manager - Sue Paquette (970) 224-6068 Garney Companies- Gary Haas (970) 222-4124 Aryes Associates -Andrea Faucett (970) 223-6068 BTC Project Manager- John Beckos (303) 469-0199 BTC Superintendent- Mark Wellensiek (303) 472-1342 BTC Sr. Estimator - Dave Emm (303) 469-0199 BTC Safety Officer- Marco Johnson (303) 469-0199 Fossil Creek Pedestrian Trail Underpass Design Ft Collins Project Manager - Jay Rose (970) 224-6106 Garney Companies - Jeff Moore (970) 217-1934 Stantec- Don Silar (970) 482-5922 #607 BTC Project Manager- John Beckos/Darryl Bragg (303) 469-0199 BTC Superintendent- Don Meyer (303) 591-3448 BTC Sr. Estimator- Dave Emm (303) 469-0199 BT Construction/BTrenchless has been involved with and has a deep understanding and commitment to the Ft. Collins APDS. Key team members have been involved with both formal and informal partnering with the City on such projects as Bobcat Ridge, Fossil Creek Twin 120" Tunnels, Fossil Creek Pedestrian Underpass and NECCO Phase 3. Other Owners that our team members have collaborative Partnering relationships with are indicated in the attached APDS/DB/Partnering Table. References and details of these projects are included in Section C - Similar Projects. Our team members have experienced and understand the following key aspects of the APDS: • Plan for the situation • Team approach • Risk Identification • Risk Elimination • Risk Assignment • Not adversarial • Success for all parties • Proof the design • Incorporate Third party impacts, public outreach • Effective bid proposal, measurement and payment City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwater Facilities Capital Improvements • RFl's-virtually eliminated -decisions documented by meeting minutes • Efficient handling of changes - getting input and involvement at the field level. Adjusting on the fly. • If the project team has challenges - no one party has a problem. No finger pointing. • Subcontractor buy-in to APDS - get buy-in during selection - coach. • Value engineering every day • Level of design • All Potential Options are costed out • Specs are done already with contractor input • Schedule critical items addressed up front • Collaborative establishment of team goals Team Development Stages Stage Four Perform 0 II Matuu Clo:Jen"a IO Resourceful Open Effective Close & Supponive Productive G"ttlng Organized Eslabl ioh procedures 01\'c feedback Confront Issue' 8 Team Cohesion 1 Stage Three Norm 6 Te1t1n1 E"ched Polile lmper$onal Watchful Guarded lnt19htfog Control con01cts Confront people Opt out Difficulties feel Stuck s Stage One Form 2 4 Stnge 1Wo Storm 3 Request City of for Fort Proposal Collins (RFP) :-:-&A Trencltlesf/Division of BTC..nr!M:- tlo".- r 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements TEAM ALTERNATIVE PRODUCT DELIVERY SYSTEM PROCESS (APDS), DESIGN/BUILD (D/B), AND PARTNERING EXPERIENCE TABLE Alternative Dellven ProJects Necco- Fossil Sand SWG/Olss Little Dry West cu Thornton Kenwood 46" Creek Creek on Creek Harvard Boulder- Zone 4- Outfall Culvert Pedestria Parallel Tunnels Gulch Chilled 24"PVC Microtunn s n Tunnel Intercept Water at Waterline el Phase or Baker Hall 2 Key APDS APDS D/B D/B D/B D/B D/B D/B D/B Personnel Buck x x x x x x x x x Bergstrom John Beckos x x x x Dave Emm x x x x Eric Peterson x x x Don Maver x x x Mark x x x Wellensiek Over the past five years BT Construction has built a strong resume of successful projects utilizing an alternative project delivery method to the traditional design-bid-build model. The table above shows the APDS and D/B experience of each team member. Each of the proposed team members has contributed to the success of design/build projects and each team member brings years of practical construction experience. We take great pride in our problem solving abilities and we thrive in a team environment where each member can add to the project solution. In addition to the team members listed above, we will make every one of our management staff available as needed, to solve a particular problem or brainstorm new ideas for the City of Fort Collins projects. SECTION f·SAFETY RECORD 1. OSHA Reportable Accident Rate: 0.00%; 2014-EMR=1.07 2. It is the policy of BTC to provide all employees with a safe and healthy working environment. In order to achieve this goal, the cooperation of all BTC employees is required. Projects must be completed in the safest manner possible with the safety of employees, the public and property being the highest priority. Shortcuts and procedures that compromise safety will not be tolerated. Safety will not be considered "something to work on" when there is time. All supervisory personnel are expected to conduct their projects at all times in strict compliance with the Federal, local and BTC safety regulations. Supervisors can expect full support from management in enforcing the safety program and the failure of any BTC employee to comply with the safety program will be considered grounds for termination. J BTC City of Fort Collins GEUERAL --CONTRACTORS -- HCNO(ASON, COLORADO Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements Before all projects begin, our Safety Officer will meet with the Project Manager and Superintendent, together they review the construction plans and specifications in depth. The Safety Officer will then develop a comprehensive Safety Plan specifically tailored to this projects unique aspects or challenges. This job-specific safety plan is then reviewed in-depth with all the members of the project team at the in-house pre-construction meeting. Any necessary additions or revisions will be made as a result of this meeting. The final version of the Safety Plan then becomes an integral part of the Jobsite Notebook. 3. No OSHA citations in the last 3 years. City of Fort Collins Request for Proposal (RFP) :--:AOM1lonof srrenc111es§" BTC,,,,stnictl""- 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION G .. CONSTRUCTION COST FACTORS CONSTRUCTION COST FACTORS AND SAMPLE PROJECT PRICING Construction Cost Factors General Office Overhead and Profit Field Office Overhead and Profit• Markup on Subcontractors Materials and Equipment Markup on Base Cost Additional Factors (Bond) Change Order Markup Sample Project Pricing Based on a Time and Materials Project Permanent Materials Incidental tools and Materials Equipment rental Equipment Owned Fuel Field Office Subcontracts Direct Labor Costs (10,000 hours at $25.00/hour**) Subtotal Plus Bond Total Cost *Assumes Jobsite office only T&M 15% N/A 6% 6% 1% 15% Cost $ 250,000.00 s 25,000.00 s 40,000.00 s 80,000.00 s 60,000.00 $ 25,000.00 $ 35,000.00 s 250,000.00 $ 765,000.00 **Direct labor cost is assumed to include taxes, insurance and benefits (burden) GMP 18% N/A 10% 10% 1% 15% Overhead and Profit Margin 6% 15% 15% 15% 15% -BTC --- Request City of for Fort Proposal Collins (RFP) :-:-&A Trencltlest/Ol•ltlon ot6T Conrtlvt;ffon- - 6 GEHERAl CONTRACTORS HENDERSON. COLORADO 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION H-PROJECT BUDGET & COST CONTROLS 1.Deslgn Cost Estimating One of the values derived from the APDS is effective cost comparison between potential method options by the inclusion of the contractor during the design phase. Our team has specific recent experience with both the NECCO Phase 3 and the Fossil Creek Pedestrian Tunnel project from the inception of the design. We have contributed constructability comments along with timely cost estimating which was used by the design team in weighing the feasibility of design options. Examples of design cost estimating performed by our team on the Pedestrian Tunnel project include comparing costs between circular tunnels and box culverts, comparing tunnel costs for diameters ranging from 12' to 20' diameter, comparing 100 LF 14' diameter tunnel with minimal headwalls to 70 LF of 14' tunnel with extensive arch retaining walls, etc. BT Construction/BTrenchless understands the importance of this early cost estimating involvement and have committed our team to this process both on past projects and for the future work under this RFP. 2. Cost Control Methodology Project costs are controlled by the processes that we have developed and instituted. Timecards with job cost phase codes are prepared by the jobsite foremen and entered daily into our accounting system. These timecards are reviewed and approved weekly by the Project Superintendent. Invoices are coded and approved by the Project Manager as they are received and must be supported by delivery tickets from the field. Job cost reports are available to the Supt. and PM on demand from our system. Formal weekly reviews between the two take place to identify any item overruns or negative trends in production. Based on these meetings and communication with the foreman, a remedial action plan is established when necessary to correct the budget and schedule. Value Engineering is performed at every stage of the APDS process. Our early involvement with the design process allows our ideas for savings to be incorporated in the final design. During the final pricing stage as quotes are received and budgets refined, different methods are again judged for value and changes in methodology can be made. Once construction on the project begins, our construction team constantly evaluates different possible methods and materials as they plan the work and review the job costs. These value changes are brought to the attention of the project team. The cost savings are recognized through though the standard billing process by billing a lower cost than was originally budgeted for that work item. 3. Open Book Accounting All costs on the project are tracked from original invoice and timecard through to the total billed each month on the pay application. Our system allows a drill down for each billing item to show individual costs that make up the total. Actual timecards and invoices that make up those individual costs are archived and are available for inspection, review or audit at any time by the City. City of Fort Collins Request for Proposal (RFP) ':-:-B'l'rencltleslfr A DM•lo11 of BT CoMtructlon- 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwater Facilities Capital Improvements As we have done on previous APDS projects with the City (Bobcat Ridge, Fossil Creek Twin Tunnels) and are currently doing on NECCO, costs are authorized, reviewed, and approved by our Project Manager and Superintendent. Monthly the total costs with our agreed upon markup are then billed to the City on the pay application form. Many of the items remain under billed through to the end of the project and wind up as overall cost savings on the project to the City. 4. Sample of Pre-Construction Cost Estimate Detail NEC CO · Vine Street 48" Tunnel Project 12·NOY.14 • • • • • • • • 7 8 5 4 UneNumber 6 3 2 1 Descrlptloo Moblll RR RR RR SWMP Track Vibration Bond Tralnln& Insurance Flager Monitoring zation Plan/ Monitoring I ln1pection Demoblllzation and Maintenance & Field Overhead 1.1.1.1.1.1.1.1.Qty 00 00 00 00 00 00 00 00 Unit lSU lSU LSU LSU LSU LSU LSU LSU Unit Price Tot•I Price •9 Ve hide Trackln1 Pad w/ Maintenance 2.00 Each ·10 Sta&i n& Arns (250 x 8S x 6") 2,350.00 SY " 11 Slit fence 200.00 LF '12 Straw Wattles 100.00 lf • •13 14 Concrete Erosion Control Wash Out Blanket 555.2.00 00 Each SY • •15 16 Construction Seeding. Mulchlng Fence soo.2.oo 00 Aae lf "17 Oewaterlng 1.00 LSU " 18 Clear and Grub North & South Sides of Boxes 1.00 lSU r19 Clean Out Existing Saxes 6.00 Each " 20 Topsoil Remove & Replace North Side 280.00 CY ·21 Import Fiii Dirt and eadcflll South Side of Boxes 1.00 Each '22 Excavate for Launch Pit & Stockpile Material 2.00 Each • •23 24 Thrust Reaction Slack Block Caissons & Mud Slab Floor 2.4.00 00 Each Each r2S Install Gulde Ralls lW.00 LF ' 26 48" Casing Pipe 272.00 lf '27 Tunnel Casing lnstaltatl on/Jacki ng/Weldlng/Lubricatlon 272.00 lf " 28 Tunnel Grouting 2.00 Each 29 Tunnel Spoil Handling 1.00 LSU 30 Fiii Annulus Space with Flowfill 148.00 CY 31 Temporary Plus of 48" Casings w/ Vents 2.00 Each 32 Install Steel Plates Over Sox Culvert Ends (U'x 7plates. 12' each) 1,005.00 SF 33 Oe mo Thrust Blocks 4.00 Each 34 8ackflll Launch Piu 2.00 Each ?.s Final Site Clean Up and Grading 1.00 l5U 36 Settlement Grouting (Allowance) 1.00 LSU City of Fort Collins RequestforProposal(RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION I-PERSONNEL AND OWNED EQUIPMENT RATES 1. BT Construction/BTrenchless proposes the following Compensation Rates for the Design Phase and Construction Phase General Conditions: Key Staff Member Buck Bergstrom Dave Emm John Beckos Shawn August Eric Peterson Don Meyer Mark Wellensiek Marco Johnson Linda Kingery Position President/Executive Sponsor Senior Estimating Manager Project Manager Project Engineer General Superintendent Trenchless Superintendent Trenchless Superintendent Safety Manager Traffic Control Supervisor Houri'( Rate $150/HR $90/HR $90/HR $70/HR $90/HR $90/HR $90/HR $75/HR $70/HR 2. BT Construction/BTrenchless Owned Equipment rates for Design Phase and General Conditions: Office Vehicle Supervisor Pickup $15/HR $18/HR 3. Supplies purchased specifically for the design phase of a particular project would be billed at cost plus 15%. SECTION J-CONFIDENTIAL FINANCIAL STATEMENT -Submitted Under Separate Cover BTC ----- GENERAL CONTRACTORS HENDERSON, COlORAOO City of Fort Collins Request for Proposal (RFP) 8106 Utllity Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION K-BONDING COMPANY May4,2015 City ofFort c.,llloN Flnanclal Servioes P""'1asi113 Division 2U N. MllSOJ) 8'reet, 2111 Floor Fo11 Collins, CO 805.22 Re: BT Connruotion. Inc. 3190 South Vaughn Will'/, Suite 550 Aurora, co 80014 800·247·7756 I tax: 515-223-6947 holmmmurphy.com RfP- 8100 Udlliy lot'ras~re Comcrumon Servic.., Jl'Oll' Walef, Westewater & Stormwoter FacllllloJ Cllplhll l~vcinents To Whci«n It May Concern: Our ageney Is privileged to provide bondlrtgservfees for BT CoosVucOon, fne. and we aN hllflpyto provide a n:ference on 1he!r blilholf. We h&vc krtown BT Conatructlon, lnc. sface lllefr inception in 1980. We have watchod this Company grow m aim 112d &ll!Ure and betomo 11 tl:IOOgnlzed leader in their indunry. All llll'Cty bollds ror DT Consfruct(()n. lno. are underwrittea by tho The Ha~ Fire Ilmnnoo Cooipmy through C1UT Agency. Hart.ton! i9 u AM Best "A XV"' (Ex~llortt) mod surety, lia!Bd as an approved sun:ty cm the Oc:pertmcot ofTrcuuiy'• Chwlar 570. WhUc oo fixed limita havt boen esutblisbed, we have gcotn!ly ae;r1lfd to provide Individual boads nuiglng In sW: ofS1S,QOO.OOO single wflh an qgre~tc c&paclty of$50.000,000. BT Im an Cll!CCptloo tmck seoord of :iuooesst'lll pcrformanoe. lnctudlng hlghl,y tedlniclll ufllll)' projac:l.8, heavy cCXICl'Olc structures, environmental oonstJuotion/Rmcdlatlon contraets, mining J'l'Ojec:U a!NI comple1t wated~ facilities. BT hu lll.ICCC&Bfully IBCkfed some offlle most difficult projects In die Rock:y MOtJmain Region. and has always completed chem in a timely imd c:ast effective nmmor. BT has dewfoped a rcputlllim for tho bights( qwithy work .ind bu o.tablished en excollellt WOfkins relationship wish Owner&., Eagincani, Sabccmtntctors nod Sopplim. Aocordlllgly, we srattd ready to posiliYOly .l'tJJlpond to any raq~at &om tbi& cllail,. subject Co a &Yorablo review of cootract documais, specific:11klns, and normal underwrllfng requiramc:nts et the time of the request Plc.1111e ru11c tbM lbe ami.ogement for Po.rlbrmllftee and Payrn1mt Bonds la a maner between PT Comtnldion and The Halt&>rd, aad neither the wrety ncr the agent Mlwnos Im)' llzbillt)' to )'Otl or cb.lrd pAl1fas jffor 1111)' rason said bonds ero rwt wriUrm. We are happy to recommend BT Cooscruclion for fuhlro projocis. Pk:aa11 do not besitato to cell if-we can provide addltionlll fnformatk>n. Slm:~~~ t)' ACC01111t Ex=utl~ City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for ~ :::BTfof!!!ff:!!!!itl.i- Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION L-CONSTRUCTIONSEQUENCING AND SCHEDULING 1. BT Construction/BTrenchless utilizes Microsoft Project for all project scheduling to identify critical path for materials procurement and workforce scheduling. 2. Initial project schedules are prepared during the design stage by the estimator. These design schedules are intended to reflect the project timeframes for individual work items as they are developed and changed by the design team. Once design is complete, the estimator, project manager and superintendent meet to develop the initial construction schedule. Critical material or permit procurement items are identified so that immediate action can be taken. This schedule is then used to determine crew and equipment availability. 3. As the project progresses the project manager maintains a 3 week schedule based on reported field productions and weekly project team meetings. The overall project schedule is also updated each week reflecting the changes made within the 3 week schedule. The attached 3 week schedule and weekly site activity email update from our current NECCO Phase 3 project are indicative of the level and frequency of our scheduling and team communications. 4. We have participated in Alternative Project Delivery projects for Ft. Collins and Urban Drainage with fast tracked schedules. The process allows for great flexibility in pre-planning and material procurement which are essential in fast tracked projects. The Little Dry Creek Tunnels project for Urban Drainage is but one example of our ability and willingness to meet a fast tracked schedule taking full advantage of the APDS. Less than 3 months elapsed from the initial constructability meeting until construction was commenced. In fact, our crew mobilized to the jobsite the day after the pricing was negotiated and the contract signed. The contracting method and our commitment to the process allowed this type of response. Request City of for Fort Proposal Collins (RFP) ':-:-BTrencltlesC. A Dl•lslonof BTConflnt<tlon- - 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements Ftan:: To: Good morning - thanks again to everyone for checking with Matt and Fredy to review our dailv job safety hazards when you visit the site. Makes a big difference. Attached is our 3-week look ahead schedule following updates from our moming progress meeting. Sue has done a great job of finding us a railroad flagger to support bore #2 next week, so we remain on schedule. Thanks again Sue! Matt and the cre:N is installing pf ates on the South side today; Fort Collins supporting us with a 1 • lane dosure. We'll continue to wort on steel plates tomorrow and complete any last minute setup items prior to starting bore #2 on Monday. JohnBeckos BT Construction, Inc. C: 303.472.0664 From: John 8eckos Sent: Tuesday, April 07, 2015 3:57 PM To: 'Gary Haas'; 'Sue Paquette'; Mark Wellensielc; 'lheyer@brierteyassociates.com•; 'Robin Oomfest'; Erica Sittloh; Buck Bergstrom; 'orandall@fqov.com' Cc: 'Michaelsen, Jaclyn'; 'Andrea Faucett'; Dave Emm; Matt Hooker (Matt Hooker@>btconstruction.com) SUbjed: NfCCO PH3 • 4/7 /15 site activities Good afternoon - the crew has the 48" casing about 4CFT into box culvert #1 todav. This means we are still on schedule to complete the setup and be readv for bore #2 on Monday. Thursdav we·u utili?e traffic: control to set plates between the trcicks and the South side of the cu1vem. There is a sfight chance of rain on Thursdav for the progress meeting, just FY1. Please let me know if you have any questions. lhanks. John Beclcos BT Construction, Inc. C: 303.472.0664 001 i §~} 85"iio •51 ' I II ii ~ j' ~) I- I- "ex " ~ = (,J I I I ' e I ~ . ~ ~ z City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for ~ =- srrencllles ADWlllon of BTCom1tuctl""-.- . Water, Wastewater, and Stormwater Facilities Capital Improvements 11 • ' .El• .I• .. . . .. 19 .. E- .... Iii I±" .... ..Ill .. ... i ..Ill .. .... i"' ~ a1~ '"E~ ' ~ i:i II ii !J II q = J II. L "Ill• ji "' ..... . I i ... !I ... i • I .... I §a II e ~ ' ! :1 • .~ ... " - il I II 1-- 8 ;~ ~ I I h 1~1 •I I ~ ~ ;l ~ ~ .... I ; ... I I I! ~o City of Fort Collins Request for Proposal (RFP) -=:-B'l'renc111es~ A II/vision of BT C<insttuctlon- 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwater Facl7ities Capital Improvements SECTION M-QUALITY ASSURANCE I QUALITY CONTROL BT Construction/BTrenchless has created an excellent reputation for completing projects that meet or exceed the Engineer's and Owner's expectations for quality and efficiency. We have developed and implemented processes that we use on every project to ensure our projects are a success for all parties involved. The building of a quality project starts with estimating and doesn't end until the project is 100% complete. During the estimating process, plans and specifications are studied and compared with actual project conditions. We attempt to identify any apparent conflicts between plans and specifications, Items that are not clearly defined, and differences between plans and actual project conditions. These items are brought to the attention of the engineer and owner so they can be resolved prior to the bid. Once awarded a project we plan the project from beginning to end. Project planning includes developing an accurate schedule, preparing material submittal documents that meet all specification requirements, creating traffic plans, safety plans and quality control plans, conducting in-house preconstruction meetings, developing erosion control and environmental plans, and obtaining the necessary permits. Project planning is a crucial component of the quality control process. During the planning process plans and specifications, including all details, are thoroughly reviewed so that quality the control requirements of the contract documents are included in the overall quality control plan. The quality control plan will include items such as: means and methods to be utilized to insure proper installation of materials, types of equipment to be used to obtain proper compaction and pipe alignment and grade, the appropriate types of testing equipment to be used and calibration of that equipment to ensure accurate results, identifying when and at what frequency test will be conducted, and how quality control testing will be documented. Individuals responsible for quality control functions will be identified and their responsibilities and authority will be clearly defined and documented. Prior to beginning any work on the project all crew members will receive project specific training that includes safety, means and methods, and quality control measures that will be implemented. Crew members are expected to understand that quality is the responsibility of all members of the project team. City of Fort Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION N-CLIENT REFERENCES City of Thornton 9500 Civic Center Drive Thornton, CO 80229 Jim Jensen Jim.jensen@cityofthornton.com 303-977 -6362 Urban Drainage & Flood Control District 2480 W. 26th Avenue, Suite 1568 Denver, CO 80211 303-455-6277 David Skuodas dskuodas@udfcd.org 303-455-6277 Garney Companies, Inc. 1810 N. Taft Hill Road Fort Collins, CO 80521 Jeffrey Moore jmoore@garney.com 970-217-1934 Gary Haas ghaas@garney.com 970-222-4124 University of Colorado-Boulder 1540 30th Street, 3rd Floor Boulder, CO 80309 Andy Jordan Andy.jordan@colorado.edu 303-735-5410 Metro Wastewater Reclamation District 6450 York Street Denver, CO 80229 Amy Ward award@mwrd.dst.co.us 303-286-3000 Southwest Generation 2601 S. Platte River Drive Denver, CO 80233 Anthony Speech/ey speech/eya@southwestgen.com 303-922-0648 City of Forl Collins Request for Proposal (RFP) 8106 Utility Infrastructure Construction SeNlces for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION 0-AGREEMENT No Exceptions Taken SECTION P-SUSTAINABILITY I TBL METHODOLOGY Sustainability BT Construction/BTrenchless follows sustainable practices in the normal course of our construction activities. A few examples of actions and processes that we have used on past projects that we will apply when appropriate to our future projects under this RFP are: • Prepare a comprehensive Stormwater Management Plan in compliance with State and local requirements and implement best management practices to reduce erosion potential and minimize sediment migration from the construction site. • Asphalt removal for installation of the pipeline will be done by cold milling and the asphalt millings may be re-used in the subgrade for the new pavement section. • Recycled concrete aggregate base course to be used to supplement the asphalt millings for the new pavement section. • New asphalt pavement may consist of 20% recycled asphalt material commonly referred to as RAP. • Concrete removal for construction will be directed to a recycling facility which will recycle the product for future use. • Structure backfill requiring "flowable" fill will utilize a straight fly ash mixture, which is a recycled product from the energy industry. • Tracking fuel consumption on equipment and vehicles in order to quickly identity, repair and improve fuel efficiency issues • At our office and shop facility we maintain a 1 Source recycling system for all recyclable materials such as glass, cardboard, paper, and plastics • This 1 Source system is also utilized on larger projects such as those anticipated under this RFP • All oil and fuel waste is collected and recycled at our shop • We continually update our equipment fleet to the latest fuel efficient models • We promote carpooling both to and from the office but also to meetings or jobsite visits in an effort to save on fuel consumption and costs City of Fort Collins Request for Proposal (RFP) ~ -=-arrencltlesfi- A OM•lon of BTConmuc:tlon- 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements Triple Bottom Line SOCIO-ENVIRONMENTAL • Health & Safety • Legislation • Public awareness • Compliance • Bio-diversity mat • Emissions to air SOCIAL • Diversity • Human rlchts • Equal opportunity • Water/chemical usaa ::.•__.~• • Outreach propammes a. dlschlrses ECO-ECONOMY • Resource efficiency • Energy efficiency • Global cllmate/energy Issues • Consistent, profitable arowth • Total shlreholder mum • Employment • Training & development • Local economies We feel that the main areas - Environmental, Social and Economic - are currently well mandated by legislation, contractual requirements or basic business constraints. BT Construction/BTrenchless complies with all environmental laws and regulations as well as Equal Opportunity regulations and Diversity goals while striving for financial success. The overlapping areas - Socio-Environmental, Eco-Economy and Socio-Economic - are where our focus and efforts are best placed. These are the voluntary aspects that separate mere mandatory compliance from actual commitment and is therefore our main focus. Our first and most important focus of all the work we perform is the Health & Safety of our employees, customers and the public. We have Training and Development programs at every level of our company for both professional and personal growth and advancement. Resource and Energy Efficiency is promoted by management and practiced throughout our organization. City of Fort Collins RequestforProposa/(RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION Q-ADDITIONAL INFORMATION Soils • Erosion Control ·Wetlands acking Pipe Fort Collins Today's engineers are talented professionulr devoted 10 making our planet a better place. ACEC/CO is the buslne.r.< organi;;ation devo1ed 10 making them successful. THI! VOICI! OP COLORADO'S INCINHRINC INDUSTRY. 800 Grant StrHt Su1le 100 Denver Co~orado 80203 TEL 303 832 2200 FAX 303 832 0400 acmc·co.or9 ACEC AMliR1c..v.a Com..-ctL OP f.."'l'GIM"ID%.''C Co.M'P~~res' of Cofotrtdo COVERS TORY 10 Years Gone City Of Fort Collins Continues Stepped-Up Flood Control Efforts Launched After Monumental Storm Event Mother Nature made an exam- ple ol Fort Coffins 10 years ago with ~1 atraight hours of stonny aides that dumped In exceS& of 14 Inches of rain on the City. Starting around 4:00 pm on a Sunday aftamoon, the thunderstorm was not uncommon for late July - and very mudl welcome by most. But this would be no Otdlnary slorm. By noon Monday, three ID six inches ol rain had fallen across western portions of Fort Coftin8 - even mora northwest of the City near Laporte and Beltvue - as rain stopped but skles remained ominous with an extremely high dew point near 60 d1S91"5. Weather forecasters at Colorado Stale University and else- where recognized the continuing potential for torrentlal rain and llaah flooding, but had no way to pinpoint where or when It would occur. Low clouds obscured the foothills and light showers began again aaoss Fort Collins by 8:00 pm. At about 8:30, ex\nlmely heavy rain began lall!ng over a 12-mlle by three.mile area of the City's southwestem quadrant Oller the next 90 minute&, approximately five Inches of rain feH here on the already saturated ground as the atorm snuggled against the loothllls ea&t of Ho!W< tooth Reservoir. Spring Creek, one ol 12 drainage basins within the City, quickly topped lt8 banks, sending lloodwatar down the watershed on Its northaasterty pa!h through the City ID Cache La Poudre River. "The storm cell that caused the worst flooding was eituated over the Spring Creek basin for well over an hour: says Owen Randall, P.E., dollars damage to unlve1slty butld- lngs. most seriously Mo111an L.Jbrwy, which was nearing c:ompletion of a $20 million All'lOVatlon. Neelly half the libraiy's wealth of books and documents was soaked as !hey &at In 610rage In the library's baseme.nl Five people died and doz:ens mol'll were Injured In the floodlrg. Tolal cost of the flood was estimated at $200 mmton. The flood prompted City Council to scrutinize the City's policies and Bflotta ntgardlng Blormwaler comrot, Including the Council's own role. It was conclllded that the City's infra. structure was probably better than most other communities of c:ompa- rable size and that the Publlc Worlcs Department's managers and Cfews were knowledgeable, dedicated and product!ve In their rolea. Whal waa deflcienl wa& the stormwaler mas111r plan, which Incorporated Individual master plans for each of the 12 basins. The plans were not orly based on 1982 data, most had never been completed. "Everyone understood that the 1997 610nn was a rare occurrenc:.," RandaD continues, 'and you can't build lnfrastn.lctu re to guard against sucl\ extreme events. But the ftood and dealhs lncre.-1 awareness of the Importance of controling storm. water. and that served as motlvallon to update and co~lete the master plana." Re-evaluating the master pCan& first Involved adding 1'81nlall, Imper- viousness and runoff data from the 15 years since the pravlous study. Additional yeen; of actual dala help yleld a mol'll accurate picture of each basin's characteMtics with respect to flow rates, which then detennlne the degree of lmpac1 for dilhll'llnl slonn events. Rand.SI knew that having a master plan would be one thing; receiving funding and actueDy gel· ting the work dona would be quite another. Previouety, stormwater taxes c:ould only be spent within the basin that generated them. A new strategy adopted would allow tor user fees lo be pooled and spent based on a 11Y9lem of priorillUltton. As areas are planned for develop- ment. new runoff flows are calcu· employs around so people. Founded in 1954, Staniec suppor1B p imlic and private sector clients In a diverse range of marilats In the inlraslructure and facilities sector at f!!Very stage, from lnlUal concept and financial teaslblllty to project completion and beyond. The pub- llcly-iraded firm has over 1 OD olllca locations In Noflh America, incluO- lng Denver and Colorado Springs as well as Fort CoUln&. Siar, a 1972 graOOate of Colorado State Unlverslty, has been wi1h the com- pany s91ce 19__, One of FC Utllltles' flrat major projects after the flood was con- struction of the Locust Street outfall In the Old Town Drainage Baain. The urbanized basin includes approximately 2120 acres. lnciJO- ing 400 acteS of th& CSU campus, and most of Fort Collins' earliest developments. Stantec provided planning, design and con&tructlon sel\lk:es for the n- storm sewer, whi::h weaves through an exlsti.ng neighbothood flt&t deYeloped at the tum ol the 20th century. Hlatori- cally, !he project area conatlMed a well-defined dralnageway, but only minor Infrastructure projects were completed during the City's rampant grow1h that bBgan In the 1960s. The new 108-ln.-dlameter eewer and outfall Into Cache La Pouch River, completed In 2002. has a Locust St. stonn _, and outfllll was compi.tlld In 2002 In Fott Collins' Old Town 8-/n. Stan1ec l9 local alffca provfdBd planning, det$lgn and COllSltuctlon selVkas for tile ptO/tK;t. as It /Ills on many other suctt flood control lmpnwemt111'5 tor Fort Collins Ufflf1iH. conveyance capacity of _ cfa. "The master plan completed In 2002 Identified an estimated 620 structures In the Old Town Baain damaged In a 100-year f!!Vent at an estimated cost of $35 million in damages," explains Sllar. "Much of the problems In this baaln result from encroachment and urbaniza- tion of nalural dralnageways, and flooding here occurs regularly.• Additional storm sewers Installed along major streets in the baaln will rem0\19 350 Btructul'&lJ from the 100·year floodplain and damage WiB be reduoed for the remaJ nilg 270 slructures once the sawers are in place. "There are 12 d ralnage baSI ns City of Fort Collins Request for Proposal (RFP) :--:AOM1lonof srrenc111es§" BTC,,,,stnictl""- 8106 Utility Infrastructure Construction SeNices for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION G .. CONSTRUCTION COST FACTORS CONSTRUCTION COST FACTORS AND SAMPLE PROJECT PRICING Construction Cost Factors General Office Overhead and Profit Field Office Overhead and Profit• Markup on Subcontractors Materials and Equipment Markup on Base Cost Additional Factors (Bond) Change Order Markup Sample Project Pricing Based on a Time and Materials Project Permanent Materials Incidental tools and Materials Equipment rental Equipment Owned Fuel Field Office Subcontracts Direct Labor Costs (10,000 hours at $25.00/hour**) Subtotal Plus Bond Total Cost *Assumes Jobsite office only T&M 15% N/A 6% 6% 1% 15% Cost $ 250,000.00 s 25,000.00 s 40,000.00 s 80,000.00 s 60,000.00 $ 25,000.00 $ 35,000.00 s 250,000.00 $ 765,000.00 **Direct labor cost is assumed to include taxes, insurance and benefits (burden) GMP 18% N/A 10% 10% 1% 15% Overhead and Profit Margin 6% 15% 15% 15% 15% City of Fort Collins RequestforProposal(RFP) 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements SECTION I-PERSONNEL AND OWNED EQUIPMENT RATES 1. BT Construction/BTrenchless proposes the following Compensation Rates for the Design Phase and Construction Phase General Conditions: Key Staff Member Buck Bergstrom Dave Emm John Beckos Shawn August Eric Peterson Don Meyer Mark Wellensiek Marco Johnson Linda Kingery Position President/Executive Sponsor Senior Estimating Manager Project Manager Project Engineer General Superintendent Trenchless Superintendent Trenchless Superintendent Safety Manager Traffic Control Supervisor Houri'( Rate $150/HR $90/HR $90/HR $70/HR $90/HR $90/HR $90/HR $75/HR $70/HR 2. BT Construction/BTrenchless Owned Equipment rates for Design Phase and General Conditions: Office Vehicle Supervisor Pickup $15/HR $18/HR 3. Supplies purchased specifically for the design phase of a particular project would be billed at cost plus 15%. SECTION J-CONFIDENTIAL FINANCIAL STATEMENT -Submitted Under Separate Cover 15% 6% 15% Total $ 265,957.45 $ 29,411.76 $ 47,058.82 $ 94,117.65 $ 70,588.24 $ 28,s 750.00 37,234.04 $ 294,117.65 $ 867,s 235.61 8,672.36 $ 875,907.96 In Fort Collins and wa 'lie provided engineering services In each of them at one tlf!'le or another,• Sitar concludes. "The City has a long way lo go yet and Slal\tec hopes to be able IO continua providing assis- tance that help& protect the City and citizens from lloodlng.' • ..-~~-.-~~~~-.-~--~ .............. ~ 18 August2007 Other recent Fett Collins slDtmWater projects Stantsc has b66n a pall of include Sheldon Lake im/JIOWNfl8llts. /Bit, Iha! lncteM«/ d81Bnlfon capacJty of the /ak8 by remordng sediment builcktp IJlld lnsta!lallon of a new~ collf1Cflon syslBnl wflll W1111rr qual- ity faahl!llS, aboie, IO 8r!llance perfolmanc8 of rho West Prmpect ponds in the arys Canal lmpottstlOn ba.l:in. Colorado Pubic Worka Journal Twin 120..ln.-Diameter Pipes To Alleviate Foss/I Creek Backups While many flood control pro)- pipe through the 186-11.-thlck base ecCB involve creating reten- ol the embankment, heavier stonn lion ponds, Improvements on events regularly result In ftoodlng of Fossil Creek In Fort Collins this the pasture land wast of the summer are r~llft~ designed to d!M- = rl : ate backup pond-- Ing by facllltatlng conveyance of storm lbws. The sou1hem-most of 12 major drainage basins In the City, the 32·sq.-mile Fossil Creek watershed Includes a 229· _ acre wetlands ~t- [= ~' s 'Nr?F lJI ural area, which was acquired by the City In 1995 In Caption three different transactions. While the natural area Is pro1ectad as a haven for embankment. Wtth resldenllal wtldlile, its western-most reach ts development now encroaching - lnte1118cied by railroad 1r8c:lls on a and with major wellands less than 75-ft.-hlgh earthen embankment. a quarter-mile downstream - Iha With the drainage redUced to one flood control answer was to allow 120-ln.-dlameter coll'Ugatad metal greater conveyance ttvough the embankment. Fort COiiins' revised master plan from 2004 lo r the Fossil Creek drainage estimates that 117 n . . - · • homes, 13 roads and three rail· roads would be damaged during a 1 O()..year lllorm at an es ti mated cost of $10.6 mlMion. Reducing the chance of lloodlng west of the embankment would remove 105 homes from the wate1'11hed's 100· year floodplain, quite a Blgnlflcant Improvement "This proj- ect was initially designed In 2004." says Jay Rose, project maneger for Fort Collins Utilities. 'When It Wllll approved tor lundlng last year, we brought together a team ID tab a closer look at ltllng& and reline the design. It was determined that IWO Fo$6il Creek Wetlands and Na tut11/ Area Is a 229-acre site is a major riparian 11111 In southeast Fort Collln•. COiorada Public Wor!Qi JoumaJ August 2007 19 lated and compamd against historic runoff flows ID determine what is required of the developer tor storm. water control within the develoj>- menl Since historic tlows cannot be exceeded, detanllon and slow relea&8 la lypicalJy mandated. In el- ready de~ areas, flows were used to detennlne tha ellldency of the infrastrucrure by Identifying undendzed elemenlll In the system. 'flood control Is a science based on slallsllcal data. while the lave.I ol protection provided Is 16 August2007 ~a potllicaJ decision," explains Randall. 'City Council set a pot Icy in 1997 (2004 ??) that stipulated completion of the stormwater infra- sl!UCtUAt master plan In 25 years. We 'Ve Invested about $35 mlllon In flood contnJI ellorts over the past 10 years and we'l'll liflll.nding about $5 milion this year.• now More rates accurate generates determination more accurate of assessment of impadll, whk:h Is Iha critical factor in prioritizing capital Improvement projec:t8. Fort Collins' system now Includes 42 monitoring sites, each with broadcast capa· b 11 lty that automatically provides site-specific data in real time. Rain- fall amounts and water levels of streams, ditches and detention ponds as well as current weather conditions provide the baste for the Cily'S Flood Warning System, whi:h was developed In the late 1990s with the help of $310,000 In FEMA Hazard Mitigation grants. The National Weather Service also utlllz:es the data In its efforts to protect life and property. Re-evaluating the master plans was an eflort that required soma 111- orgenlz:lng of the Utilities Depart· ment. With the City's water and sewer Infrastructure baslcally Continued on~ 27 Colorado Publk; Works Journal Alternative Product Delivery System Provides Real Benefits Son.where between ham bid and design/build lies Fort Corms Utilities' contracting system for tlle design and ooll!ltnlctlon of water, wastewater and stonnwater capital p rojecla. Known broadly as its Alternetlve Product Delivery System, FC IJlllltles reduce& its overall risk by bringing engineers, contractDrs and product Sil ppllers together befol'll any plans are set In stone. The team approach aJlowa Individual talents and experience to unite for the sake or the task. It's a way or showing the project due respect. for It recognizes that the project Is bigger than any of Its c:omponenta. City of Fort Conlns reseMa the right to extend a one-year c:ontract with a vendor for up to five yeais. and it often does just that for Utilitlea Improvements. especially ftood comrol. whfch has been a pall of each year"6 budget since the 1997 flood that resllted In live deaths and an estlmaled $200 mil- lion in damage. Because thesa capftal projects are engineering projects, it only stands to l'llason that FC Utilities brings In a consult· Ing engineer as Its first partner. Together they go aver al aspec13 of the problem and discuss opllons for a remedy. "Our company has been involved in projects for the City of Fort Conins for over 20 years now,• says Don Sllar, P. E., senior associ- ate for Staniec COnsulling in Fort COftlna. "Utilities selected us alter submitting our qualifications In 1998 and we've been busy wi1h stonnwater pro)ecis since then. In 2003. we submitted our qualifica- tions again and were again select- ed." Staniec Is the lead consulting engineer on FC Ulllltles Fossil Creek flood control project, provld- Ing consultallon during the plan- ning stages and c:onstructfon OVaMew during the ac11.1al WOfk, as weM as surveying, designing utility relocates and assisting In legal documentation and publtc rela- tions. -We often woric: with other engi- neering firms on stormwater pro} eel&," Silar says, 'within the team approach that works so weR for the City. The process natllrally results in a complete undel'lltandlng of how the obfectlves are to be achieved. Evan though we work as a team, each company ts able to demonstrate Its expertise avery day. The prooass also helps the Individuals Involved grow as pro- fessionals." Slantoc acquired Rochester, NY·based Saar-8rown Group Inc.. In 2004, which eetabllshed ltB pres· enca In Fort Collins, where the Edmonton-based firm today It can be a Big Job Cleaning Up Stormwater It's a good thing we make Big SNOUTs ... C(l/01 ad'' D1slnhu/01 T<:'11 Pornl S;ilc:< K J'vbrkchng 30:;,~,~~:i :HH1:~ A r~Mf' Best Management Products, Inc. 800.504.8008 • wwwbmpinc.co111 Colorado Public Works Journal August2007 17 senior utilty engineer for City of Colorado Publle Worb JoumaJ Fort Collins UUlltle& Department. "Storm movement typicaDV means that rainfall is 8J>read over multiple basins, but not this time. We ewpe. rlenoed e>dreme rainfall rates of five to six Inches per hour al times, with the heaviest documented totals ex· ceeding 10 Inches In less than five hourn. Volumes of rain received throughout the watef'l!hed were otr the cllarts, exceeding even the aslimated 500-year storm 8\lenl • Spring Creek not only cuts through the center of town, it cuts through the centar of CSU. Flooding decimated two different mobile home park& and derailed 111 frelghl train before causing millions of Figure shows ratnlBIJ fn I~ tbr Ritt CoA'&1s 6"0fn 4:00 pm on Sund.!y. July 27, 1997, through tf:OOpm rho ~da)I MOnday. Jtlly28. August 2007 t 5 15% 6% 15% Total $ 265,957.45 $ 29,411.76 $ 47,058.82 $ 94,117.65 $ 70,588.24 $ 28,s 750.00 37,234.04 $ 294,117.65 $ 867,s 235.61 8,672.36 $ 875,907.96 61625 MIJtlQUlp Whiteman Concrete Mixer (6925) 2007 61355 MultlQulp 400 Amp Dual Welder (6605) 2006 A1A10 MA\/r/\ r.~m'4n r.nn,.,...1 .. mrn11f Pumn IA01 Al /$;01 ni ~1'l'?n r.ntfwl"' f"'n??C:~• A" C:t\,,...QOQ DttMr'lll IA:O""Jn\ 1001': 3039884939 Steve Hibbeler 3032882646 Jim Pankonln Replacing existing waterlines with new 8" water mains and existing water service lines with new 3/4ft service lines and appurtenances for the South Adams County Water and Sanitation District. The project Is located on four different streets In the same area, one along Bellaire Street between E. 68th Avenue and Saurlnl Boulevard, another along Ash Street between E. 68th Avenue and Saurini Boulevard, another along Saurtnl Boulevard between Ash Court and Bellaire Street, and the last along Ash Court from Saurlni Boulevard to the end of the cul-de-sac. The Bellaire Street portion consists of installing approximately 1,150 llnear feet of 8" water mains and replacing and transferring 43 water service llnes. The Ash Street portion consists of 18placlng and transfetTtng 50 water service lines from an existing 8ft main to an existing 16" main. The Sauriol Boulevard portion Includes installing approximately 340 lineal feet of 8" water mains and replacing and transferring 7 water service lines. The Ash Court portion consists of lnstalllng approximately 530 lineal feet of 811 water mains and replacing and tran.sferrlng 11 water service llne. Original scheduled completion date: 111912010· actual comDletion date 10/1512010. Chanae orders wel'8 for additional work raauested and a credit for work that was not needed. Tuesday, May 05, 2015 Pa~e 14Qf18 performed on the line. Jn fact the Installed line exceeded design specifications for pressure testing. This project was a joint venture between the City of Brighton and the City of Thornton. Brighton had alT8nged to purchase water from the City of Westminster and would utilize Thornton's distribution system to move the water closer to Brighton. The Design-Build (D/B) team was required to develop ROW alternatives and cost estimates in the preliminary design, and to conduct easement neaotiatlons once the aliQnment had been finalized. Tuesday, May 05, 2015 Paf!e 1of18