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HomeMy WebLinkAbout2014 RFP Police and Courts- Swank Enterprises, Proposal SWANK ENTERPRISES GENERAL CONTRACTORS Proposal City of Bozeman Police and `w ►, • Municipal Courts _ Facility >�. All Y 1 t E •j� I�rJ a �I,M►�i� i � �'.f Y 1 YA , r � a, ` _ I iWANK ENTERPRISES P.O. iOX i VALIER, NIT 59480 408-270-3241 www.swookentepppises.com SE Swank Enterprises was established in 1960 by Special Capabilities: Dean Swank in his father's lumberyard, DeVoe's We share the passion and excitement which Builder Service. The company has grown from comes along with taking a blank sheet of that humble beginning to include Dean's sons Derek and Dewey and daughter Traci, and Paper and wrapping our hands and our employs as many as 300 people. crews around it and bringing it to fruition. • We enjoy this work and know how to get Swank Enterprises is a well-respected industry early budgets right. Our ability to leader, and a cornerstone of the building industry understand Value Engineering solutions and in Montana. This experience has led to an annual anticipate challenges allows us to provide sales volume between $120 and $130 Million exceptional leadership. dollars, and we have a$250 million bonding • We bring a level of enthusiasm and capacity. We are family owned, debt free, and commitment to this project, which by sheer finance our work program internally. determination will result in success. • We will bring a cooperative "can do" WORK VOLUME attitude of positive people who are S10 genuinely excited about this project. 5t20 • We excel in difficult site, weather, and job S100 locations r $so • We build projects of exceptional quality S40 delivered within budget and managed 520 aggressivelyto get done on time so 2004 2005 2006 W07 2006 2039 2010 2011 2312 2013 Year Senior Management Dean Swank Founder& President of Company President& CEO Swank has a dynamic resume of building Derek Swank important structures. Manager of Valier Office .,. • Government Buildings Executive Vice President • University Buildings B.A. Industrial Arts • Medical Facilities 34 Years of Experience • Educational Facilities Dewey Swank Manager of Kalispell Office Executive Vice-President B.S. Civil Engineering 33 Years of Experience Jim Lake Vice-President, Estimator and Project Manager B.A. Construction Technology 35 Years of Experience SEI ffl l i l WORKLOAD In short: The Bozeman Police and Courts facility is one of the largest, most visible projects in the state of Montana for 2014 & 2015. Swank Enterprises will reset our entire work program to give 100% The old Faithful visitor priority to the City of Bozeman. Education Center was built in an In Detail: extremely remote location. The Over the past decade, we have developed an project was awarded a LEED- Gold certification. The project exceptionally strong presence in southwestern produced 5,033 tons of waste, Montana, and we need projects of this magnitude 5,016 tons or 99.643% was to keep our local production staff busy. diverted from the landfill. We want to be intimately and immediately involved with the Design Team. Our best preconstruction involvement begins at the earliest possible hour. We will deliver every answer and allow the Design Team to move ahead full steam with complete confidence. A Dewey Swank and Shawn Baker will head the preconstruction program work. They are currently available and ready to dedicate every effort immediately and stay the course until completion. Shawn is already producing preconstruction services at MSU for the Dining Halls project. He is =_ available for any and every meeting opportunity. Casey Austin and his field people completed a $6M facility for Pacific Steel in Billings last year. They are currently building a $6.5M project at Case Study:At Glacier High School in Kalispell, Mammoth Hot Springs in Yellowstone Park and Montana, we coordinated an early will be available for an early spring start in bid package to procure the raw Bozeman. structural steel. We beat two quarters of price escalation in late Kevin Forbes is managing the Mammoth project 2005, and helped accelerate the with Casey and will be available for all schedule by six months. preconstruction meetings. Besides the Mammoth project all other projects currently being managed will finish in June allowing 100% commitment to this project. -------------- SE _ i EXPERIENCE AND CAPACITY ON PROJECTS OF SIMILAR SITE, SIZE, TYPE, AND COMPLEXITY The following represent several recent$18M-$30M projects. The construction excellence and total client-focused delivery are evident. Each of our projects ends with tremendous, overwhelming client satisfaction. Old Faithful Visitor Education Center $18,400,000 CM 26,000sf LEED Gold-certified visitor education center. We began construction in June 2009 and completed the center in October 2010. "Every one of Swank's employees that 1 interacted with fi-om the Project Manager and Site Superintendent to their workers and subcontractors provided exceptional cooperation, dedication, and resourcefulness to this project. Swank's exceptional leadership and planning abilities brought this complex project, under challenging conditions, in on time and under budget and has provided the NPS with a building that has garnered national attention."—Peter Galindo Peter Galindo Sue Anderson National Park Service CTA Architects ' 307-344-2429 406-248-7455 Glacier High School—Kalispell, MT $29 593,000 CM New 239,000sf high school with 40-acre site, 1,200 space parking,2,000 seat gymnasium,Classrooms, Laboratories, Food Court style Cafeteria, Performance Auditorium, Black Box Theatre, Music and Art Space, Career&Technical Education Area. Steel Structure with masonry first floor exterior, cement siding second floor exterior, metal roof accents, extensive glazing and daylighting. ' We began preconstruction services in December 2004, began construction July 2005,and completed the school in May 2007 The project construction cost was$127/sf We maximized program areas while providing durable, long-term finishes. We are proud to have neither overspent nor underspent the budget entrusted us by the taxpayers of Kalispell. We built exactly the building the Owners wanted. We were challenged by a couple of subcontractors who were unprepared for a project of this magnitude. Swank Enterprises replaced the trades with our own forces and completed those tasks at no additional cost to the Owner. Callie Langohr, Principal, Glacier HS, 406-758-8611 Darlene Schottle, Superintendent, School District#5 406-751-3434 _ Barrett Hospital & HealthCare— Dillon, MT $21,500,000 CM 82,000sf LEED Gold-certified Replacement Hospital. We were contracted to begin preconstruction in June 2009, began construction in October,2010,and completed the facility in June 2012. "Swank worked up a guaranteed maximum price that was within about I percent. They worked very well with the design team and my staff in finding possible savings and efficiencies, bringing the project within budget. Swank was able to bring excellent participation of local and regional contractors, while staying within budget. Maintained a positive can-do attitude in the field(in spite of unanticipated soil conditions and unseasonably cold temperatures)." —Ken Westman, CEO Ken Westman,CEO John Wells Dick Achter, CFO MMW Architects Barrett Hospital & 125 West Alder St HealthCare Missoula, MT 59802 90 Hwy 91 South 406-543-5800 Dillon, Montana59725 406-683-3000 SE We are pleased to list the following references of these projects completed recently by Swank Enterprises: Recently Completed: KRMC Surgical Tower Owner: Architect: Marcello Pierrottet Ric Heldt Facility Manager, KRMC A&E Architects 406-752-5111 406-248-2633 Community Medical Oncology Owner: Architect: Devin Huntley 406-327-4048 Dennis Greeno Jared Swartz Susan Rick 406-529-8667 OZ Architects ACE Engineering Community Medical Center 406-728-3013 406-549-4160 Dillon Elementary and Middle School Owner: Architect: Dr. Glen A. Johnson, Ed, D, Superintendent Tony Perpignano, Vice President Dillon Elementary School District Cross man-Whitney-Griffin 406-683-4311 406-443-2340 St. John's Hospital - Libby Owner: Architect: Tony Rebo Connie St. George CFO, St. John's Hospital CTA Architects 406-283-7000 208-336-4900 Under Construction: Emma Park Neiahborhood Center Owner: Architect: Margie Seccomb, Director Bill Hanson Human Resources Council Thinkone Architects 406-496-4912 406-586-7020 St. Ignatius Clinic Owner: Architect: Willie Stevens Colin Lane Facility Manager Macarthur—Means—Wells 406-675-2700 406-543-5800 REC Silicon (formerly ASiMI) of Butte Owner: Brian Sullivan Facility Director 406-496-9844 SE CLAIMS Swank Enterprises has never had a legitimate bond claim, in the last 10 years or ever in our history. Swank Enterprises has never been terminated on a project, in the last 10 years or ever in our history. Swank Enterprises has never been declared in default on a project, in the last 10 years or ever in our history. Swank Enterprises has never been assessed liquidated damages, in the last 10 years or ever in our history. Swank Enterprises has never taken legal action against an Owner, in the last 10 years or ever in our history. We are proud of our history of fair dealing with our many project owners over the past 54 years. It is and shall always be our philosophy to always keep the interests of the Owner above our own. i �` r 1 SE BONDING Enclosed is a letter from our Bonding Agent certifying our bonding capacity. Please note our total bonding capacity and that we have the ability to bond $250 million+ in total work. We can absolutely obtain Performance and Payment Bond(s) for the amount of the total anticipated $18-22 Million construction budget. Again, note not only the bondability, but also that this letter is a categorical endorsement from our Bonding Company. We maintain an incredible relationship with our Bonding Agency— because we have never defaulted on a project and they have never been called upon by an Owner to complete our work. All bonds are not alike. You might pay too much for a bond with a contractor who isn't a good risk to the Bonding Company. We enjoy the lowest bonding rate in the industry. The GCCM will pass the Bond cost on to the Owner as a direct cost. With Swank, you pay the lowest rate available anywhere and can keep your funds allocated to actual construction. March 28,2014 City of Bozeman Office of the City Clerk P.O.Box 1230 Cogswell Bozeman,MT 59771-1230 Insurance I commercial Agencyuc oo�d°a' Re: GC/CM Services for City of Bozeman Police and Courts Facility Trusted since 1937 We understand Swank Enterprises is responding to a Request for Proposals for General Contractor/Construction Manager (GC/CM) Services for City of Bozeman PO Box 2009 Police and Courts Facility Project. This is a letter of financial solidarity and a strong Street ' endorsement for Swank Enterprises for this project. They have extensive experience in Great Falls,MT 94i 0 0providing pre- construction services, collaborating with owners and design 0. , •,. fox professionals to develop a cost effective and pleasing construction product. cogswellinsurance.com Swank Enterprises is one of the premier contractors in the Northwest United States. Cogswell Insurance Agency has been providing surety bonds for Swank Enterprises for over forty years. We have the utmost confidence in their ability to provide the necessary services for this anticipated project and a successful conclusion for all parties Swank Enterprises is bonded with Travelers Casualty and Surety Company of America, which is a Best Rated A+ Company. Swank Enterprises enjoys a very preferred bond rate. We have bonded projects in excess of$40,000,000 with over a $250,000,000 aggregate program. I have reviewed this request for qualifications and there is sufficient capacity in Swank's backlog to include multiple projects of this $20,000,000 magnitude. We are prepared to issue the 100 % final performance and 100%payment bond if Swank Enterprises is awarded a contract. In all the years we have bonded Swank Enterprises, no surety has been required to complete any work for them or pay any claims. It is our experience that Swank Enterprises does not bid or accept work they cannot successfully manage. If I can be of further assistance, please contact me at 1 800 735-6753 or tlihtbournc(cr�,cogswellinsurance.com. Sincerely, 14t aa�� Timothy Lighturne Bond Manager Atty-in-Fact Travelers Casualty & Surety Company of America SE -- - --R?OJECT TEV We are excited and proud to present our project team for management and construction of the new Bozeman Police and Municipal Courts building. These talented and successful individuals will bring the very best of their considerable talent and experience to lead the Swank charge and deliver results beyond your hopes and expectations This team comes with a vast and equally talented support group which a lifetime of construction has allowed us to assemble: ✓ Crews and Craftsmen ✓ Sitework contractors ✓ Mechanical contractors ✓ Electrical contractors ✓ Finish and Specialty Subcontractors ✓ Suppliers ✓ Design Consultants There is virtually no resource notat your fingertips when you have Swank in your corner. - - — Project Team Organization Chart Swank Enterprises Organizational Chart Dewey Swank Project Lead Shawn Baker Kevin Forbes Preconstruction Manager/ FProject Manager/Project Estimator/LEED-AP Estimator Dave Stewart Casey Austin Chad Housman Safety Manager Project Superintendent Assistant Superintendent DEQ/EPA Compliance Officer OSHA Compliance Officer Beau Watkins Project Engineer We have seen the value of placing our most experienced Senior people in the center of the Pre-Construction process on large projects, this pays off greatly for all involved. SE Dewey Swank— Project Principal The Bozeman Police and Municipal Courts project is dynamically important to Swank Enterprises. We commit Dewey Swank, Executive Vice President, as the principal in charge of our team and performance. Dewey brings a lifetime of building and managing important projects throughout the Pacific Northwest. This experience has allowed Dewey to develop one of the strongest and broadest commercial construction resumes in the industry, and his breadth of knowledge will be vital particularly in the Schematic and Design Development phases. He will not only be available to meet in person at every Preconstruction meeting, but will take the lead as we make the big picture decisions which will shape the project. Kevin Forbes — Project Manager Kevin will be the project lead during the Construction phase. As Project Manager, Kevin will be working with Shawn and Dewey to confirm all options budgeted will meet the City of Bozeman's needs during the preconstruction phase. These options will be meticulously presented , and carefully analyzed to allow the City of Bozeman and Thinkone to make informed decisions. Each option will include cost analysis coupled with ` value, lifecycle, durability and operational information. Kevin will transition to full project management function as we get closer to construction. Some of the important functions will include: • Scheduling • Accounting • Subcontracts • Meetings • Identify and bid Subcontractors and schedule their site presence. • Document Coordination • Continually monitor costs and budgets Kevin's experience with public and municipal owners, and construction management projects on the Dillon Elementary and Middle Schools, Helena Area Transit Service Facility, MLEA Education Building, and MTSBA/MSGIA Office Buildings uniquely suit him for work on this project. I SE Shawn Baker — Lead Estimator/Preconstruction Shawn will be tasked with managing the preconstruction process. He realizes that it is straightforward to make the project match the budget .4 K; , and the owner's needs while the project is still "on paper" and more difficult after construction begins. Shawn has been working in southwest Montana since 2007, and worked V on preconstruction efforts at the Barrett Dillon hospital, and Montana State University Dining Halls Projects. Shawn's task here will be as lead estimator. Shawn and Kevin have carefully compiled an extensive construction cost database which we will reference heavily while concurrently developing the design and budget. Together we possess the ability to guarantee our final cost will meet the budget and the City of Bozeman's needs. Shawn will work full-time on the preconstruction effort for this facility. Casey Austin — Superintendent Casey will be your Project Superintendent for this project. We are delighted to have him on the team, as an industry-leading Superintendent with a lifetime of experience in Montana. Casey has spent the past 18 years living and working in southwest Montana. He is tied closely to the community and has an excellent rapport with subcontractors, suppliers, and diverse community members and leaders. Casey is currently working on a project in Mammoth and will be available for all preconstruction meetings and be completely free for construction start. Casey will handle the construction expertly and efficiently, and develops an excellent working relationship with all project shareholders. Casey has been building a diverse array of facilities in southwest Montana. Each project has been a remarkable success on schedule, with excellent quality and safety. Casey will bring many positive attributes to the City of Bozeman office building: ✓ Aggressive timelines for ourselves and our subcontractors ✓ Knowledge that that all things are possible ✓ An absolute "can-do" attitude ✓ People skills which build teamwork and a common goal for great success ✓ Dedication of all construction disciplines to back him up ✓ Organization to keep all parties headed in the right direction. ✓ Trust and commitment of local subcontractors and suppliers ------------------ SE i MIT- Beau Watkins Beau will be assisting Kevin and Casey on site as Project Engineer. He will be tasked with ensuring all subcontractors and suppliers have their materials and information in place to be productive every construction day. Beau has filled this role at the Many Glacier Hotel renovations as well as Pacific Steel and Recycling's major$6M upgrade program in Billings, and is currently working in Mammoth as Project Engineer. Chad Housman Chad will be assisting Casey in the field as Assistant Superintendent. [Alf Mr. Housman has acted as an assistant superintendent on several large projects for Swank Enterprises. His biggest achievement in this role was at Barrett Hospital in Dillon, MT. Chad will be responsible for exacting layout, dimension control, and proactive supervision of crew members. He is also tasked with subcontractor coordination and safety controls, ensuring all tradesmen, subcontractors, and suppliers have their materials and information in place to be safe and productive every construction day. With this team, you can depend upon an exciting, positive relationship; quality and attention to details; and a fast-paced project void of concerns about the schedule. MSU Health&PE Center SE2a ROJECT TE0,11 Dewey 33 Years with Swank 50% Time dedicated to Bozeman Projects: - $400 Million+ Major: - Offices - University - Medical - Industrial Kevin 16 years with Swank 60% Time dedicated to Bozeman Preconstruction 75% Time Dedicated to Bozeman Construction Shawn 14 Years with Swank LEED-AP 75% Time dedicated to Bozeman Preconstruction 25% Time Dedicated to Bozeman Construction as a'• Casey 29 Years with Swank 15% Time dedicated to Bozeman Preconstruction 100% Time Dedicated to Bozeman Construction Beau 4 Years with Swank and began career with Swank 100% Time Dedicated to Bozeman Construction SE Education Executive Vice-President Kalispell Office B. A. in Civil Engineering, Project Manager Montana State University - 1981 Mr. Swank has over 25 years of experience in the construction industry throughout Montana, Northern Trade Organizations Idaho and Eastern Washington. He began his career in the construction industry in 1974 gaining hands-on • Montana Contractors Association experience in the field while completing his education. ■ Associated General Contractors After receipt of his Civil Engineering degree in 1981, Dewey joined Bechtel Power as an Engineer in the construction of two power plants in Colstrip, Montana. He joined Swank Enterprises in 1983 where he has been involved in all aspects of General Construction and Construction Management. RESPONSIBILITIES • Leadership and motivation of the Experience project team. • Preconstruction Service. SWANK ENTERPRISES - Kalispell, MT • Fast Track Construction. 1974-1980 • Design Review &Value Analysis Executive Vice-President/Project Manager • Structural Design review for value 1983 - Present and ease of construction Mr. Swank has been responsible for • Expediting Projects for early project management, cost estimating, completion. scheduling, value engineering and administration of a multitude of projects over the past 25 years, with a value of RELEVANT EXPERIENCE over$ 300 million dollars. • Large Municipal Projects Medical Facilities • Preconstruction• University facilities • Educational Facilities ■ Churches REFERENCES • Engineering Facilities Marcella Pierrottet • University Facilities 406-751-5766 • Financial Institutions Architect—Ric Heldt—A&E • Retail/Manufacturing Facilities 406-248-2633 • Water & Waste Water Treatment Plants Jared Swartz, ACE Engineering • Airport Terminals 460-549-4160 • Grocery/Supermarket/Cold Storage Dr. Glen Johnson, Dillon Schools Facilities 406-683-4311 ■ Recreational &Athletic Facilities Tony Perpignano, CWG 406-443-2340 SE Project Manager Education Mr. Forbes joined our company right out of college with a BS in Bachelor of Science, Construction Engineering Technology. Kevin has put his technological Construction Engineering Technology expertise to work well in the office with innovative skills and ideas. Montana State University, Kevin is very conscientious and organized and performs every task Bozeman, MT - 1998 with a high level of professionalism. The majority of Kevin's jobs finish ahead of schedule with the end results speaking for themselves. He has been a definite asset to the project management team. Professional Licensing Experience Swank Enterprises-Valier, MT Construction Quality Management Project Manager/Estimator/Quality Control For Contractors 1998—Present Great Falls, MT—2000 Some Recent Projects: ■ Holiday Inn Express Suites—Browning, MT-$8M LEED Accredited Professional - 2008 • Vann's IGA—Dillon, MT • Dillon Elementary and Middle Schools—Butte, MT-$9.5M ■ Butte Care and Rehabilitation Center—Butte, MT ■ Comfort Inn Suites—Helena, MT-$4.5M RELEVANT EXPERIENCE Helena Area Transit Service Facility—Helena, MT • Large Building Projects ($5-20M) ■ Old Faithful Visitor Education Center—Yellowstone NP-$18.5M See Bold projects to right => 0 MLEA Education Bldg—Helena, MT • Project Administration ■ AVMAX III—Great Falls, MT • Preconstruction ■ MTSBA/MSGIA Office Bldg—Helena, MT-$5M • LEED VA Expand Specialty Care—Fort Harrison, MT ■ AASF Phase I & II—Helena Regional Airport, MT ■ Skaggs Building Addition—U of M, MT—$12.5M REFERENCES ■ Canyon Visitor Center—Yellowstone Park,WY Dr. Glen Johnson, Dillon Schools 0Engineering Maintenance Bldg—Fort Harrison 406-683-4311 • CST Ready Building—Fort Harrison, MT Tony Perpignano, Crossman-Whitney-Griffin • Three Forks Town Pump—Three Forks, MT 406-443-2340 • Rocky Mountain Lab—Hamilton, MT Peter Galindo, National Park Service : U of M Chemistry Building—Missoula, MT-$6M Twin Bridges School—Twin Bridges, MT 307-344-2080 ■ Port of Piegan Housing—Babb, MT ■ Big Sky High School—Missoula, MT • C12 Aircraft Hanger—Helena, MT ■ Toole County Courthouse—Shelby, MT ■ MOUT Assault Course—Fort Harrison, MT ■ BOQ/BEQ—Fort Harrison, MT ■ Valier Clinic—Valier, MT ■ Missoula Technology& Development Center—Missoula, MT • Port of Piegan Border Station—Babb, MT 2 Blackfeet Community Hospital—Browning, MT v SE ERTF.1" EDUCATION Project Superintendent • Construction Engineering—Montana State University Mr. Austin has over 20yrs experience in construction • Corps of Engineers Quality Control Training Program from carpenter to superintendent, excelling in the • Corps of Engineers Partnership Training construction of medical, educational, military, • Dept. of Military Affairs Partnership Training institutional, industrial, commercial and water and SPECIALIZED TRAINING wastewater treatment facilities. • OSHA 10hr Safety Training Course • HAZWOPER 40hr Training Course GENERAL EXPERIENCE • MSHA 24hr Hazard Training Course 1986 — Present - SWANK ENTERPRISES — Kalispell and • Certified Red Cross First Aid & CPR Valier, MT • Certified Forklift Operator Project Superintendant ■ Albright Visitors Center Seismic Upgrades — • Certified Rectorseal Firestop Installer Yellowstone National Park, Mammoth, WY • Advanced 8hr Safety Audit Training ■ Pacific Steel & Recycling Shredder Complex— • Certified Hilti Firestop Installer Billings, MT • Crane Rigging & Signal Certified ■ Vann's IGA— Dillon, MT ■ Barrett Hospital—Dillon, MT RESPONSIBILITIES ■ Butte Wastewater Plant—Butte, MT • Manage Subcontractors ■ MT Tech Petroleum Engineering—Butte, MT • Client Relations 0 MSU Health & PE Complex—Bozeman, MT • Oversee Safety Procedures ■ School of Journalism Building, University of • Scheduling Montana—Missoula , MT • Building to Plans and Specs • Butte Family YMCA—Butte, MT • Dimensional Controls ■ Advanced Silicon Materials, LLC—Butte, MT • Quality Control - Phase 2 Projects ■ Horseshoe Bend Water Treatment Plant— Butte, MT RELEVANT EXPERIENCE • Galen Juvenile Detention Center—Deer Lodge, MT • Large Municipal Projects • Armed Forces Reserve Center—Helena, MT • Large Building Projects ($5-28M) • Montana Tech Student Union Building—Butte, MT See Bold projects to right ==> • Montana Tech Residence Hall —Butte, MT • Subcontractor coordination • Capital High School—Helena, MT • Site planning and development • Fairchild AFB Utility Life Safety Hospital—Airway Heights, WA • Moulton Water Treatment Plant—Walkerville, MT REFERENCES • Big Hole Water Treatment Plant Ken Westman, CEO Barrett Hospital • SilverBow Telemetry System—Butte, MT 406-683-3000 • Wenatchee WWTP—Wenatchee, MT Pat Kons, Pacific Steel & Recycling Carpenter 406-771-7222 ■ West View School—Columbia Falls, MT Matt Brown, PCM— Boise, ID ■ Polebridge Entry Station—Glacier Park, MT 208-856-2444 ext 101 • West Valley School—Kalispell, MT Bob Warfle, MT A&E Division • Lake McDonald Lodge—Glacier Park, MT 406-444-0771 • Linderman School—Kalispell, MT ■ Peterson Elementary School—Kalispell, MT • Edgerton Elementary School—Kalispell, MT SE Education Estimator/Preconstruction manager • B.S. Construction Engineering Tech 1997 Montana State University Mr. Baker combines a lifetime of experience in construction with a solid educational background in • M.S. Construction Engineering Mgmt engineering to become a strong player with Swank 1998 Montana State University Specialized Training • U.S. Army Corps of Engineer Experience: Training Course- Construction Quality Management for Contractors 2000-Present- SWANK ENTERPRISES- Kalispell, MT Project Manager • ACI Field Technology I—1997 Whitefish Care and Rehabilitation Center—Whitefish, MT • AutoCAD 2002i ➢ MSU Dining Hall Renovations—Bozeman, MT • Timberline Estimating ➢ Butte Care and Rehabilitation Center—Butte, MT • Primavera Project Planner ➢ Dillon Middle School & Parkview Elementary—Dillon, MT • Microsoft Project Planner r Acadia Behaviorial Health—Butte, MT • LEED AP ➢ Kalispell Fire Station 61 —Kalispell, MT Barrett Hospital and HealthCare—Dillon, MT ➢ Butte Army Reserve Center—Butte, MT Evergreen Fire Station—Kalispell, MT RESPONSIBILITIES ➢ KRMC Surgical Unit—Kalispell, MT • Coordinate Preconstruction ➢ Northwest Orthopedics & Sports Medicine Remodel— • Value Analysis Kalispell, MT • Schematic and continuous Estimating ➢ Northern Rockies Neurosurgical Remodel— Kalispell, MT • Project Planning and Expediting for ➢ Nez Perce County Detention—Lewiston, 10 early Completion ➢ Flathead High School—Kalispell, MT • Information Technology ➢ Glacier High School —Kalispell, MT North Valley Hospital (precon)—Whitefish, MT RELEVANT EXPERIENCE ➢ Glacier Toyota—Kalispell, MT • Large Municipal Projects ➢ National Flood Services—Kalispell, MT • Large Building Projects ($16-30M) ➢ Community Aquatic & Health Center—Whitefish, MT See Bold projects to right ➢ Whitefish Community Pavilion—Whitefish, MT • Preconstruction ➢ Legends Stadium—Kalispell, MT • Education ➢ Humane Society—Kalispell, MT ➢ New West Health Office—Kalispell, MT REFERENCES ➢ Rocky Mountain Bank—Plains, MT ➢ Kandahar Lodge Athletic Club—Whitefish, MT Dr. Glen Johnson, Dillon Schools ➢ Kalispell Gastroenterology—Kalispell, MT 406-683-4311 ➢ New Covenant Fellowship Church —Kalispell, MT Callie Lang , Principal, Glacier HS ➢ School District 6 Admin Offices—Columbia Falls, MT 406-75758-8611 ➢ Stream Call Center—Kalispell, MT Capt. Steve Lutes, Nez Perce Detention ➢208-799-3132 U of Idaho, Business & Economics- Moscow, ID SE ST IT __.- I I (I l I l . II I COST MANAGEMENT PHILOSOPHY and TECHNIQUES Keeping Costs Down "Swank Facilities Cost Less than our competitor's buildings" This is a bold statement and a true statement. Key philosophies we embrace: b Value Engineering/Value Analysis o We prefer to make these decisions early and on paper, rather than after bidding or in the field when the cost of changes is high and the value low b Low Overhead o Both our field office and home office overhead is lean. More of your capital investment goes into your building b Practiced Efficiency on the Site o Movement is planned and unnecessary repetition is eliminated * Self-Performed Work o Our already low overhead is covered in our GCCM fee. Work done by our forces is at cost. b Subcontractors o We treat subs far better than anv other firm o Pay them early. Pay when paid. They can bid lower without having to finance their payroll costs o We help them. When they are productive, they are profitable—and even more productive o We run the iob efficiently to keep their labor down —this translates directly to advantageous bids o Subcontractors participate enthusiastically and bid aggressively on Swank lobs b No change orders o Careful project planning & contracting o Look-ahead mentality b Keep it clean, keep it neat b Close it out quickly SE 'fi I RR,, l I i Cost Management History KRMC Surgical Pacific Steel St.John's Barrett Dillon Services Billings Libby Hospital Hospital Schematic $28,900,000 $22,100,000 $21,602,504 Design Development $30,558,000 $21,841,350 $21,510,063 Construction Documents $30,600,000 $4,649,721 $22,020,495 $21,665,109 Final GMP $30,464,000 $4,649,721 $22,038,204 $21,664,092 Final Contract $30,612,592 $5,347,515 $22,179,078 $22,110,463 Notes Added scope Differing Site to contract conditions i \ � r / t %SWANK ENTERPRISES GCNYRAL CONTRACTORS SE See below for our estimating progress from Glacier High. From 30% design on March 25 to 100% bid-out packages on Feb 05. Ten estimates updates in 11 months. Glacier High School rvsted a+46) FrW a.LW Arch W105 cwiiY_"s CAWR.4A15 CAWR 4W4 CM4RVIM CAIAR4 !$115 C-R4Q- C1f4RUV05 CAIAR M/ 5 GBWR liYTIN5 CbWROb0Y08 General ContlNans 3937, $1,M SI.Nis sex.. 5-7 $12231t S1.227.71 S995.7.11 SB56_t s969,1 $M.1 Bob std5. 31A5. sw S145, S145. $145 ;1a5. 3145, 5145, 1145 BudMp -A $1n 1177 Tln. Sln, sln, sin. S275.7" Stn, f16158 1161, Irnlrance s176. 4176. $IM $176. S1M6. $176 ;147. 3147. 3147, 114 J, SrIE Srtewrk-gmel,sail M1rvs $2 892 In S2.892_ .082.40E 13414,048 E3414 No s4.55993. $4,309111 N3W,936 S3IN9 13929444 .N.014,4 Gntliitp $306.51 3306.51 5306,51 5340.931 S340.931 $340.931 $2,131, 52.131,3E $2131. Gawk s3A5. $W S345, 32S17 32 13 7 S2537 EzcaMbn 52221 $222.1 S222AW s222.1 S222,16S $2M,1 $231.1M $231752 $231,782 Uti901!c 263 5N M.SM 2M.5w 303 5M =,'550 3W, Carbnte 169,4 4122 462.2 M7.61 36],51 M7.51 SM9,lrc S269.1nc $2N 10 so., , 20 20 20 20, M. 20, 20, 20, P.4, 2B2,782 341,2W 3612 55658 555511 5%58 Lantlsl".VA"N t3542 654,2 654,2 1.432,2 1,142.2 1242.2 MIX79CM 79472 FsnclV $10. ;23. s20. 120, S20 110 310. s10. $10. Slap f8. s9, ss. Geo Piers sem 3638, s4s2. MAW 3692.84), 3492. 3A92.NO $492. $w.m sus. 13A5. Track $157,ON $151= lrtenatlm UN.- saim K& fM, $m" ua. SM4. Concrete $1281 1.2400M $196125E E1939,650 $1939,650 $1.95I Ni, 319315W 52 Of 927 E2/801. 11.433.893 $1,4J3895 Cencrele Fetsbaboln SS110, s488, 35s:3-2 3503.2 s542,2 $542.2 1558.87 S96851 3859.53 s86853 Carblele Deck. $590 S5m, $576, 3576. .676. $5]8. Ms5,11 3316. tREF! ;3]5 CA-Reln19rc1np s150. $150, $,W. 2150. $150 VM' $IN $iM. 3189,52 318952 P_AAl m se35, 3829.7 3629,7 $M5 $ E62, S7Wp SBRS. Muorry 52550, 17W WO 116J IN 51089838 $1089.B3B S%0_ S%00% "W..0% E%3.915 11,7W051 1750.051 CM arat U SepM Walla $ 500 582 s . 396 s S398. $340.1 $W'1 34B s ,12 $414,3 Store CWlanlr Sn4. 1188 "W $196. $IBS 119E $196, Spbl F-Veneer 17W. S3W. 5223E 3223.E S2 8 $201 t201. $IN71 Irterl4r Masonry s28B. $ 299. %M,D21 $M.M s2m, $156. Steel $2255. 2.3.455 93 WIN337"No 3.76I6W 13.377 9W s3,377.1. $1,422.9W 13462.19E 13468296 f3253165 Strxc 1S-1 S1DI6 $2213. $2.213A 52.213, $18428 $1.Bd2. 51.042. $1582. $1.882 11,815. JW4b peck 5S8.1 $630 s= 363D.7 s"M'7 i330,S ss.' sB1D, 3630, sm8 _A_ SSW. 5500 $521, ;50D. SSW. $SW, 15A5, 3545.oa 3548. 64e emm s , im D �q $120. s120 5120 ;120. slm' Stye, SIW, 3105, 110E vwxo Mnc Sle 53W.Doc $297. 1297, $297. 5287.r707 $ 1297. $291. $2W, $87 Ca -q SSZs2 I610W0 FM 694 $1,72.4 t7M747 $t 7077471,829,747 11768167 St 76B 167 1]681.7 GIIIam Freminp #M, s226. 32M S226. 22M, 3160_ SI60 1225432 st Opp, 11 167. S918 7A f9357d $871 S9937d St fBB,1B 31 098.18 St01531103110 1110 s110, f110 3110 3110, f110 f23f5W, 35W 35W SSW S`a0. ESW 3400 S400 33W2541049.51 932.OW 1 099.143 s14 90940 1149 940 ]14782951169347 51215760 1 215)bU 116183J35140 $1. S1A0 stAO S140 ;140 5140, SIAR T1J6B1Roolnp S5d2 $582. S562. S582, 3562, , 3582_ 5562 f5B2. Tn2.1 511petl Stael R.Mp 31W s103, S119.1 1119.1 Vn s139, ;14791 5784,1 f18d 12 f290. Steel SMinp 5106, 2 $18191 5181,91 $138. 3138. ;151 801 5161,.l 1161501 5295. su it. s30 Sap. SAS. sm $30, s30, sap, 330, s30. 1A5. FreNoppinprFlrepfoofnp s]9. $79.71 SA42, SW2.3 s11)3 3117. $117.33 1117. $117,33 fe1, po4n b Wintlow. ____5826,21 6N_i100_____ 910942 39150% 59350% E941.0% 394 f.0% E9700% 51055.318 SI.055348 31,081 J11 Deasb HarMnn 5248 ___f255.9a3 5200.0 _�-3280.0 32&1.0 T280, s309, 5488, S18B.31 3533 Store Fn VGlus b Gl _ sNi, SW0 $600. S000_ $600, s6W, ;6N 15W, 5500 $A420 Muc Doer $43 s43, sQ. 549. 3d9. s49, s55, S55 $95. ON D9en $12. $12, $12 312. $12. 312 S12 312 $12.24, Flnshe. $2,A33,B 25WOW 25gt $1 In 728 $1595.728 1f.972198 11972.19E $1972196 Ilff O50 S2.111.OW S2213,981 Plaatel Ceilings 111 0, f110, 582, 362. SR. $62 s62 Dry1v411 $720 365748 $616.2 36152 3629.34 5629,34 3629,3E 551211 351211 S5B1. Dnack Sro. 522. f22. $22. 223, $22, t23. 522. 122 Acoustic 'Mooc f225 3225 $225. $225, s225, S225 SD30. $138.m S293.84c sorb 1-b sm. $m. 371), ;70 Oa S7. 90 sm, Sm. 570. 4b FIoWCoa N sm' SN)- 7'M A957 1395,7 S395,7 33957 SD95. 1395. S4D2.748 RWber Floonrq IE, f25. so Tk .5late $190. $I. SJe, f76. $76 S78, $16, $78_ A6. SB0.84 H.-w Floon 3130. $I.. s130 $Im f13D, f130. SSW 5 n.m 1173.M 215044 Vlryl Waeceterinp f1W_ $M s u Pnrtrp 3360. S%p 13W m' s3 $360 S%o 1�0_ s%D. 5524. Acctt.ontt $3726to 6100W 533 WO S408J40 wow 79.340 $379340 3379.340 7J20050 20060 136800 Bath Accu.arltt w m sw, m. $%. S50 s50. S50. 350 S50, f112. Toilet PartBlon. Sd0 sm W SAO. 1d0. $40. 540 SAD 140. Tv Bracket. 315. 315 $15 $15, 115 S15 $15. SIS $15. Inc 5i9^4pe 3mm sm $w sm= S8 $8. S9.ON $B $a Fae EztupJSNero 315. $15= $15 $is= s8 s6, $a $e, $8. WM<Beartls 33D s30 230 130 340 $40. op s S $16 inc Laken-StutlerlVPElAIh E3d3, s3A3 SI68 s165 3188 1188. SIBB $1%, $1. S240. Ezpan.Ien 3art. $30, sm Sap 30$30 s 33D, S30 E3ui m $1161,1 $116,IN"M" s673.OW 3613.000 .79OW $679 WO 36790W f6f68I6 Nis Safi AWBanum/prams ;240, 12d0 miu s30. SYJ_ 530. $30. 530. $30 512.32 PE f183 sea. 383. f89. 389, fB9. 1115.81 $ '15.01 $59.s4 FCS KitcheNtauntlry 1300 3350. S3% 5390. s360 5364. f271 $271 03 s251,211 Lab Cas-* f200 32W. 3200. S2W_ s2W. f2W S2W 12W Fumahnp.-Autl Seat{ 5111. j111. $ 111 $13fi s91 f1W1 11W.1 s1W1 11W1 f1W1 58.9rc BlcacM. S285 11Q 3220, 1220 5220. sm $220. Slff4 Rd1e'sW. 245 f45. 2 $45 s45. SAS. SA5. sc Rc{WrnUal Aeplurbtt 177 $7. 1].J $7.7 577 inc S peuai ComOuctbn $312 $312. s5.31 Safi)84 14879 S46193 S467 5467 S467 $467 W721 Foe 8P kkns Pmect UeaPi3W E42. u2 3d2 $42 W 541,63 $42 SWcortnct V7.8A 542.84 w Ekvaror $58 S58 MI E58 Oa $45 345. $45 M 565 f45. $54 W E54 SbU. MECHANICAL $4-1 S53W $5.2W=3 55 191 2 $4 500 SAC 53,37133E $331E 5.3.318. f2.95330t 32-,.' 33 n9, Utltlenlab S96481 $964.81 s1W 21W.2 B 9ma.. 5313 831 5112,831 PIVM�nq s9u B1 fs6481 s984,81 St OW7,032 ELECTRICAL 32.947, $2947.SN f2,947 5K $2947. 32947 $7 947,sN 32947 52941, 12652 No 12852, $29a297 Untle Ab S9t B02 194, Site U9MIrq 305 2M.400 285E 285. 265 MAX285 285, 2.6 AIX Irc Subtolal 325,016,83 s27.118302 sn'U5791 $27.865.278 WAKM 37T..3.115 M328,116 W."VD3 W.472.24I 371,61542 S71.276. CMMO s,P-575K $I.M.na Ii.Moss fI7D1,947 31,619 196 S1.571,028 siqssaisu $1.585.031 11.5,6815 s1,5B55.11 St.WsT03 S1.s73410 CM-1 Contingency.3.0% sem- S%7, no"D 1667. .117334 1%5.497 Gralftl TOn1 $28306.22 328,831.M1 s50.067738 M 481.464 fM,661,572 SS0098,680 129.19%511 SM.249, M"?"IsS 378.715391 III : . II SE See below for our estimating progress from North Valley Hospital. From 50% design on Nov 27 to 100% bid-out packages on Sept 13. Ten estimates updates in 10 months. 27-Nov 1-Dec 25-Jan 27-Mar 9-Apr 20-Apr Swank Swank Swank Swank Swank Swank Site Work 750,000 750,000 825,000 1,382,558 1,130,490 1,130,490 Utilities 190,000 773,800 871,500 545,745 Building New 15,643,125 15,657,800 13,819,040 13,434,769 13,434,769 13,354,209 Building Shell 2,693,400 2,330,370 852,432 871,758 867,029 871,758 Renovations 1,510,650 1,932,000 1,849,364 1,390,296 1,382,754 1,390,296 Subtotal with O&P 20,597,175 20,670,170 17,535,836 17,853,181 17,686,542 17,292,498 Contingency 2,327,375 2,142,382 2,122,385 1,729,250 Project Budget Total 20,597,175 20,670,170 19,863,211 19,995,563 19,808,927 19,021,748 30-May 13-Jun 10-Jul 13-Sep Difference Swank Swank Swank Swank from GMP GMP BP #1 BP #2 BP#3 BP#4 General Requirements 1,034,809 1,034,809 1,034,809 1,034,809 Bid Package 1: Utilities 464,854 464,854 464,854 464,854 Bid Package 2: Underslab 900,000 840,336 840,336 840,336 Bid Package 3:Shell 2,593,000 2,593,000 2,101,415 2,101,415 Bid Package 4: Bldg/Site/Renov 11,710,370 11,710,370 12,050,370 j 12,201,528 Direct Cost Bid Total 16,703,033 16,643,369 16,491,784 16,642,942 -60,091 Overhead & Profit 906,177 902,903 894,679 902,880 -3,297 Subtotal with O&P 17,609,210 17,546,272 17,386,463 17,545,822 -63,388 Owner's Contingency @ 10% 1,760,921 1,754,627 1,738,646 877,291 -883,630 Project Bid Total 19,370,131 119,300,899 19,125,109 118,423,113 -947,018 SEi INTEGRATE INTO THE DESIGN TEAM We also understand Design, and respect that while Contractors can build cost-efficient buildings, Architects excel at making the shape and form of the building pleasing to the eye. With these two team members seemingly at polar opposites, the Owner can realize the most aesthetic construction for the dollar! We are a friendly group. We like a lot of communication with the design team. We appreciate calls at any time from the Architect and Engineers. When we can assist them with their design iteration questions, it also keeps us "in the loop" and understanding all the decisions before they're in ink on paper. This allows us better understanding "between the lines" when keeping the budget updated. • i 1ili _ �g MSU Animal Bioscience SEI . i I i ASSISTING THE DESIGN TEAM i. With over 30 projects every year, we see the full spectrum of project document quality. We desire every opportunity to review the early project documents with an eye toward completed quality. We will ask constructive questions, knowing if we've got questions early, the design team can add details to prevent an excess of later bidding addenda, clarifications and BFI's from the field. ii. We will press the Design Team for any and all updates as their designs progress. o We endeavor to offer constructability advice to the design team while the project exists on paper. o The Architectural and Engineering Narratives are some of the most critical pieces of information we can digest. Between programming and Schematic Design, the Architects and their Consultants have not invested priceless design hours, yet the intent and scope of their intended work is substantially complete. Most building systems are selected, if not defined, and it is at this stage we can offer advice on refinement of those systems that will be most efficiently constructed. o At Schematic Design and Design Development stages, we monitor the documents to ensure constructability and give the Designers feedback in how their intent can be preserved while increasing the constructability of the Design for ourselves and our Subcontractors. o Prior to the completion of Construction Documents, we prefer to review a 95% set of documents to find omitted details that may be critical in upcoming bidding and later construction o At each stage we will update the budget iii. We will use our immense commercial building experience to offer alternative methods and products to the design team. Many opportunities exist in structural systems, finishes, mechanical, and electrical systems. This knowledge allows us to bring solutions to the table when we see recurring design challenges. Rather than sit idle during the process, we prefer to offer suggestions as to how we have seen these challenges solved in the past. � I I � SE Swank Enterprises considers no part of our operation or administration of greater importance than safety. It is our policy to establish and maintain a safe and healthy work environment. Accidents are poor business. Any accident, no matter how minor, adversely effects employee's morale, public relations, the confidence of a project owner and negatively impacts the efficiency of our operation. Accidents have a high cost, including medical costs, insurance costs, the training of replacement employees, the time to investigate and report accidents and the mental stress on the injured employee, their families and co-workers. Safety is an integral part of Swank Enterprises' continuing efforts to improve its quality control, cost reduction and efficiency. Safety policies and procedures on any project cannot be administered, implemented, monitored and enforced by any one individual. The total objective of a safe, accident free work environment can only be accomplished by a dedicated, concerted effort by every individual involved with the project from management down to the employees. Each employee must understand their value to the company and how the costs of accidents adversely affect them individually and the project as a whole. This allows for a more personal approach to compliance through planning, training, understanding and cooperative effort, rather than by strict enforcement. If for any reason an unsafe act persists, strict enforcement will be implemented. Safety is emphasized on all of our projects starting with the awarding of subcontracts, then at the pre-construction meeting, at weekly safety meetings and then again at the daily task assignments. No job task is worth risking an individual's health or safety. By proper and effective management, field personnel and subcontractors working together, we will all share in the rewards of a safe and healthy work environment. By focusing on safety and preplanning tasks, we are better able to insure timeliness, quality and budget. SE Public Sentiment We are fully aware that any project undertaken in Bozeman is the focus of much attention. This attention can be good or it can be bad. Swank will join the City of Bozeman in continuously monitoring and improving the public sentiment. ■ Fiscally Responsible Design and Architectural Pride Swank will assist the Designers with building designs which are fiscally responsible, low maintenance, functional, and will also architecturally complement the historic nature of Bozeman. ■ Public Information Swank will involve the community and nearby businesses by holding public meetings to introduce the new project and by doing our part to educate and advise all those interested of the project progress. • Overall Project Responsibility Every aspect of the construction project will be seen by the community from: • Clean Work Site ■ Prompt payment of bills • Safety • Fair treatment of firms and crews • Efficiency of construction techniques These will reflect well on the project bringing praise on a project well planned, efficiently managed and quickly completed. ■ Coordinating The Construction Work To Minimize Disruption While we are understandably excited about the prospect of building this facility, we must realize that the construction will most likely occur in busy downtown Bozeman. This will necessitate critical coordination with the City of Bozeman and adjacent landowners and tenants. Staging and Materials Deliveries The construction of this facility will require tens of dozens of truckloads of materials and equipment; first and foremost, we will coordinate with the City of Bozeman Public Works department. For most times during the construction duration, these deliveries can be taken on site. For infrequent times when the site is busy being developed (rough grading, utilities, paving), other deliveries will occupy one lane the adjacent street for upwards of an hour each while concrete, steel, wood products, drywall, cabinets, windows, door frames, doors, carpeting, ceiling tiles, mechanical equipment, and electrical switchgear are unloaded. SEj'I7 I"hi 7TICH'iIiiIIIIIIIIIII i Mi Our extensive experience in building in congested areas has taught us that while people don't really mind inconveniences if they are forewarned; they get absolutely irate if these inconveniences are a surprise to them. For this reason, proactive planning and courteous prior updates go a long way toward easing peoples' concerns about disruptions in their busy workdays. Morning hours have the least amount of general public on the streets, and late afternoons have the most. Noise Equal to traffic disturbances, noise is a factor that greatly inconveniences the business community and general public. We will work closely with the designers to select systems with installation techniques that minimize noise. Where noisy activities are unavoidable, we will schedule them at times that will have the least impact on the business community. People tend to be most productive in the morning hours, and least productive immediately after lunch and the last hour of the day. Saf etyC/ Again, as the building will likely - occupy much of its lot, we will install _, safety fencing and barricades to L\ 1 segregate the public from construction. We will install viewing portholes so people can see what is going on from a safe location, and make every effort to keep distracting activities shielded from the public's :=� view. By the end of the project the new Police and Municipal Courts facility will be a new spotlight in downtown Bozeman pride. ._ter ZJW- t. Nez Perce County Adult Detention and Sheriffs Office ,. SE --COST " Cost Estimating Swank Enterprises' ability to understand costs and manage the budget is of paramount importance to the success of the Police and Municipal Courts Facility. Much of our early work will involve providing conceptual estimates and analyzing costs for various design options. The entire team will use this information to help guide decision making for important systems and program elements. The budgeting process is one of Swank Enterprises' strongest suits. We will get it right. Our budgeting program involves many important steps beginning with the creation of the budget model. i f C l / I 7I1 We will provide first cost estimates immediately following our first design meeting and update the budget each time the design progresses. Our Methodology changes based on the level of detail in the design documents. • At Programming and Schematic Design, we budget by Division o During this first step, a comprehensive review of all program requirements and desires is completed. This is integrated with the Thinkone schematic designs to provide a defined baseline parameter for all budget items. o At this time we assign a value to each budget item based on project requirements and our extensive cost database. We have a very current database from which to establish appropriate budgets for each component. We structure a great portion of the budget based on our experience that design work is yet to be completed and kno wing that additional cost items will be reauired based on Owner needs and Code requirements. o This step involves Value analysis. This process is invaluable in all cases, whether the budget and designs are aligned or not. This is when we can offer our considerable experience to suggest the best possible solution for design decisions keeping cost, value, life cycles, appearance, durability and maintenance in mind. Rather than cutting scope from the project after designs have progressed, we prefer to run this SE _-_ I I II : I step early and consider alternatives on paper without needlessly wasting the efforts of the Design team. o This will become our budget model. If this cost model is accepted because the budget and design are in alignment, we can move to the next level of design. • As construction documents progress into DD level, the designs have progressed, and we break our original budget into finer parts o At this stage, we budget by Assembly, with Subcontractor input into systems pricing. o We use detailed estimating and current market pricing to break each building component into parts and pieces. • ie: 47,000sf brick x$16.50/sf=$ 775,000 • Prior to the completion of Construction Documents, we run a full trial estimate. • At each estimate we will compare our current document to our budget model. As we move the designs along we will use the overall model to keep us on target. At each phase, we use historic data to estimate final cost, rather than basing cost only on what is shown on the plans—when design is incomplete and not all work is shown. This process is dependable and allows us to understand where costs stand prior to bidding. Each Swank Enterprises Project Manager is an Estimator. Their experience in managing current work keeps their assessment of Market conditions current. Roughly 25% of their time is spent in Estimating. u W e i Yellowstone Justice Center SE ---- I I I i ; l i SUBCONTRACTOR RELATIONSHIPS With the Swank Team on board, you will find that Subcontractor and Subcontract participation is our strong suit. Half a century of working closely with local subs building high-quality projects- - Treating local firms well — Helping them succeed — Paying everyone early — Have enabled us to know and respect each other and enjoy professional relationships. Swank Enterprises has a strict subcontractor golden rule philosophy and policy. This is one of our strongest suits, but don't take our word for it—please ask around! Not all of our competitors can boast the same good reputation with the people we all depend on for specialty work. Assuring Subcontractor Participation The involvement of the Swank team will bring enhanced participation for the Sub market due to our reputation. Simply stated, subs seek our projects because we treat them well and run professional jobs where they can efficiently perform their scope of work. We also feel the best way to comply with Montana State public bidding laws is to competitively and publicly bid all work. 1. SUBCONTRACTOR RESPONSE Swank Enterprises is building major projects in this market area. We have found that capable, competitive and interested Subcontractors will be local—within an hour of the project. Excellent firms exist throughout south central Montana and we would include a very local group of subcontractors in most divisions, yet due to the scope of this project and our great reputation with subs, we will receive interest from throughout Montana—in every division of work. We receive excellent participation from Subcontractors because we - know who the best players are. The involvement of the Swank /MIN team will bring enhanced - participation for the Sub market due to our reputation. — Montana State University SUB SEI I i i 2. DURING PRECONSTRUCTION Swank Enterprises utilizes Subcontractors extensively in the Pre-Construction phase. During this phase we will identify Subcontractors who are capable of performing on the court facility and we will have them well-informed about it. We will seek Sub advice on virtually all the major building components, both for cost and for design specifications which will provide the best value in the final design. Our subcontractor partners have been key in helping to "fill in the blanks" in the design to provide you with a complete, functional building package proposal. We look to our Subcontractor partners for advice on cost and constructability particularly for Flooring, Finishes, Mechanical, Electrical, and Specialty Systems—Data, Security, Audio-Visual, and Communications, as these items control 60% of the budget. 3. INVOLVEMENT TIME We only have a brief window in which to solicit their input this summer before we present to the Council for approval and the city Residents for their vote. Many subcontractors do not have sufficient experience in very early cost estimating. They often "can't see the forest for the trees" where while we cannot install their complex systems, our exterior viewpoint allows us a better cost estimate when details are not yet known. These same subs excel at helping us produce estimates at the design development phase when systems are identified. 4. BID DIFFERENCES There will be some differences between cost estimate/budget and bid. Some will be cost �`saui�gs same-will be cost increases. For cost increases, we will examine the reason— whether there was an increase in design scope, possible material cost escalation, or other factors unknown at this time. Generally bid differences are relatively minor with our accurate pre-bid cost estimating and are generally offset by savings in other bid areas. r�t This highlights an important point. Subcontractor estimates and bidding is only as C �J accurate as the information provided to them. It is imperative that we as Construction Manager communicate all pertinent details to them. At the same time, it is imperative that the Design Team communicate everything they know to us. Finally, it is equally imperative that the Owner communicate all of their project needs to the Design Team. If we change scope higher up the chain, we cannot expect the Subs' bids to hold accurately on bid day. If we know we will have scope changes, we will add contingency early in the process to compensate for these changes. With Swank, Sub bidding has lowered the cost, not create budget problems due to high bids. SE _..__ I I . I i t What VE is: Value Engineering is an effort for all members of the team to work together to develop a design and construction approach that enhances the value of Northwestern Energy's investment over the life of the facility. We will work to achieve the required building function at the lowest overall cost while preserving: 9119 • Aesthetics We led the structural redesign at the • Performance KRMC Surgical and Diagnostic Center. • Reliability Changing from an inefficient moment frame design to a more common brace • Longevity frame design eliminated 500 Tons of • Maintainability steel and$500,000 from the project cost. What VE is not: • VE is not the sacrifice of quality • VE is not cost-cutting • VE is not"design assassination"! • VE is not a reduction of scope • VE is not a short-term cost decision that will increase future costs C- • VE is not asking the Design Team for endless m ` plan iterations to meet the budget ' xi � n O co: EfA We propose to address Value Engineering ideas in conjunction with design coordination meetings. While the TIME Architectural and Engineering disciplines are huddled to begin coordination of systems, it is a prime time to Value Engineering must be discuss the benefits and drawbacks of any VE avenues— incorporated early in the project design before designs, detailing, and calculations begin. We will cycle to realize the greatest flexibility collaboratively evaluate construction systems, processes, and maximize cost savings. equipment, and materials, and will use this process to lead up to the development of the total budget. Our Estimators will provide hard numbers to allow design and program decisions to be made early on. They will serve as an invaluable resource moving forward. This chart emphasizes why COURT FACILITY mechanical, electrical, and structural systems often dominate Value Engineering efforts. These systems bear the rI _I #&�­ ,.�_ _ — � i i " " I I rl greatest potential cost changes, s c s , � 0 4 tiF�Fo @'��P �t '`Xc9y'�Ft SRr4��. s �sr R w�` �`��� ��t m��m��mF%+, yet are also the most important ��° R, �` � _� °ti for Maintainability and LongevityE,, Fs SE Money Money, Money, Money. One of, if not the most important functions we will perform as your Construction Manager is to take charge of and responsibility for the budget. Budget reduction is not an activity we would or you should anticipate. The budget will be established at the current design level with the impact of the owner—the design team, and Swank Enterprises. This is an exhaustive effort to be as fiscally responsible as possible yet fund the project appropriately. The budget will be detailed to address each building component and system as it will exist in the final design. The Swank team will join you in work sessions as each building element is advanced to design stage. We want to include the most value possible within our budget. We have carefully analyzed the project scope and have completed a design parameter and cost analysis that will keep the construction budget and program requirements in alignment. We are anxious to work with you! Having this important task done upfront will allow us to move more quickly and get design work rolling ASAP. 1 6�3 7' SE I . I . ; I I ► As shown with our Glacier HS example, we were able to leave $2M of the Owner's Contingency untapped, allowing them to fund a previously-unfunded Furnishings budget. This ability is critical so we can help the City of Bozeman consider valuable building enhancements such as: - Open, welcoming entrances - Lighting Upgrades - Additional Natural light - Landscape Enhancements - Common Space Facelifts 4W oo North Valley Hospital- Whitefish SE PLANNING We have a long way to go, and a short time to get there. Planning starts before the design begins. How will this project intersect with two Gallatin Valley winters? What are the market forces driving petrochemical material (piping and roofing) and metals availability? How do we best implement a design that not only fits the facility needs of the City and its residents, but what works with the time, space, season, and budget allotted? We need to have an iron-clad budget prepared for the City Commission in a short 3 months. When the measure passes the public vote, we'll have a short 2014-2015 winter window for design and ideally we would start construction in very early spring and we don't have a minute to spare. With a gap between the presentation to the Commission and a final public vote, there is no long pre-planning window available, so we will utilize each moment to the best benefit of the project. Knowing lead times for some building systems are long, we will streamline the submittal process so that procurement can proceed as rapidly as possible, allowing for the maximum time possible for quality installation of structures, exterior cladding, and MP&E systems. SCHEDULING We perform the following steps to guarantee an accurate project schedule is developed and maintained: 1. Critical Path Scheduling—we utilize Primavera Project Planner and Microsoft Project to create CPM Schedules. This is a communication tool. Our Project Managers are the real brains behind the schedule, and they work closely with our Superintendent and key subcontractors to create a schedule that we will all own and live by. Preconstruction Scheduling: We review our CPM project schedules with the Owners and Design team during the Pre-Construction planning process. 1. During Schematic Design, it is helpful to have a working schedule that is inter-related to the design and construction planning. 2. At Design Development, we further refine the schedule, and anticipate if there will be any future concerns with escalation, bidding, and procurement. 3. We then include the refined schedule in the Construction Documents so all subcontractors are informed of the anticipated schedule prior to bid day. Bidding, Construction, Fast-track/early bid packages, Commissioning, and Owner move-in are all included in early schedules. We insist that all involved take ownership from Day 1. 2. Managing The Procurement and Submittals Process: With the upcoming winter spent completing design and bidding, we will want to hit excavation and foundation work quickly in the Spring of 2015. Submittals must occur immediately after bidding. We cannot wait for a _ I ' . III . ► 1 � � � I . SE lengthy submittal process during construction with the magnitude of this project. We will ramp up submittals early to allow us to have the project shelled and dry before Fall and Winter 2015-16 will be spent roughing-in all systems and large equipment. 3. Tracking Progress: With a great start, we continuously check up and make adjustments. Potential problems are corrected before the schedule is delayed. The schedule is revised and updated to insure that all trades are working with a realistic and up-to-date document. a. Weekly Schedule Meetings are held on site with all Trades. Trades are coordinated and material deliveries confirmed. All parties lock in the work effort to be performed during the next two to three weeks. b. Monthly Scheduling Meetings are held with principals from the major subcontractors. Project schedule updates are reviewed and any items not keeping pace are discussed and methods of correction are presented. A Strong Start: Our projects jump up to speed. We plan ahead for surveying and foundation reinforcement, and ensure that the excavation subcontractors have all the information they need. We insist on aggressive organization to allow the first month to be extremely productive. We also use overtime judiciously. We can pay a dozen people to work overtime in the first month of the project and save far more money than paying five dozen people to work overtime the last month of the project. 4. Computer Software—As mentioned in Item 1 on the previous page, we utilize Primavera Project Planner and Microsoft Project to create GPM Schedules. 5. See attached Schedules from two Recently completed projects. SE - I "1911 n I I U, Communication Every project benefits from good communication among and between the Owner, Architect, Consultants, General Contractor, Subcontractors, Production Personnel, Suppliers and the General Public. It is vital that we realize the need for communication to and among each party is different. • Our Communications to the Owner need to be concise and provide Budget, Schedule, and Scope information that is easily digested by people who have other City matters to attend to. • Our Communications to the Architect, Consultants, and Design Team needs to be as detailed as the communique requires. When discussing budget relation to design, we need to focus our feedback on the design scope being currently (and in the near future) addressed by the Designers. • Communications to the Subcontractors, Suppliers, and Production Personnel needs to be specific so that the work is done Safely and with high Quality—"Big Picture" information should be available, but not detract from the specifics at hand. We utilize the following modes of Communication to share project information with Team Members: Communication Type [Benefit Phone [Ideal for quick communication between two parties. Allows access to files for all team members. Ideal for plan Project File Repository and specification updates, submittals, RFI's and change directives. E-mail Allows focused communication between individual team members, as well as sharing of plan, photo, and video files. Provide team members with status updates and reviews of Project meetings the project; meeting minutes provide snapshots of past status. Similar to teleconferences, allow team members in other PC conferences towns to communicate detailed plan information particularly between scheduled Project Meeting dates. Community Meeting/ Allows City, Community, Neighbors, and General Public to Project Tour be involved in Project, solicit input, and view project progress. i SE I � SAFETY VIOLATIONS As detailed in the RFQ, we have had the following serious safety or health regulation violations in the past five years. There are no willful, or repeat violations. The Projects and nature of violations are as follows: 1. UM-Western Main Hall— 1/25/2010— Lead-based paint reporting violation We worked closely with the design Team to describe existing lead-based paint hazards in all the Construction Documents. The OSHA inspector disagreed and we were cited for not reporting the Lead hazard in a separate memorandum. 2. Stevensville Elementary School - 1/20/2011 —Stairway A handrail was missing from a stairway at the time of inspection 3. AWARE—Anaconda—3/21/2013— Missing Guard on Grinder Portable abrasive wheel(s) used for external grinding were not provided with safety guards (protection hoods) 4. AWARE—Anaconda—3/21/2013— Listing/Labeling/Certification A temporary GFCI outlet was installed in a metal junction box that was not certified or listed for outdoor use. 5. AWARE—Anaconda—3/21/2013—Aerial Lifts Body belts were not worn and a lanyard attached to the boom or basket when working from an aerial lift Swank builds very high-profile projects throughout Montana. We see OSHA inspectors dozens of times each year and have a positive relationship with OSHA. Our safety program is second to none. We have a zero accident expectation and are achieving this. SE ti i► viii. Method of Adjustment for Changes in the Work Overhead and Profit Fee Percentage 5% Subcontractor Markup Fee Percentage 5% f - i Yellowstone Justice Center III - Ila 11,11191M SE Activity Activity IOrig Early Early 2 2 ID Description Dur start Finish EB APJUL • ARCHITECTURAL ARCHITECTURAL hi 00001 Notice to Proceed 1 01OCT12 OIOCT12 Notice to Proceed 00011 Mobilization 5 23OCT12 29OCT12 �Mobliization 00021 Submittals 90 OIOCT12 01FE813 �SubmlttaIs 00031 Bldg 1 Substantially Complete 1 OIOCT12 01OCT12 Bldg 1 Substantially Complete---------•-------- -------------- - 00041 Bldg 2 Substantially Complete 1 06JUN13 06JUN13 I Bldg 2 Substantially Complete 00051 Bldg 3 Substantially Complete 1 ISJUL13 15JUL13 Bldg 3 Substantially Complete{ 00061 Bldg 4 Substantially Complete 1 24JUN13 24JUN13 Bldg 4 Substantially Completezy 00071 Bldg 5 Sunstantlally Complete 1 26JUN13 26JUN13 Bldg 5 Sunstantially Complete 00081 Shreeder Slab Substantially 1 15MAY13 15MAY13 Shreeder Slab Substantially Compiete�v I A 00091 Shear Slab Substantially Complete _ 1 04FE813 04FEB13 Shear Slab Substantially tComple4l-- J 00101 Project Completion _ 1 16JUL13 i6JUL13 Project Completion j O-BUILDING SHOP BUILDING QV IL CIVIL _ 2-02200 Excavate for Bldg Footings _ 3 28NOV12 30NOV12 Excavate for Bldg Footings I 2-02210 Backfip Foundation Wall _ 3 19DEC12 21DEC12 Backfill Foundation Wall _ _ 2-02220 Gravel Base and Prep Slab 3 24DEC12 26DEC12 Gravel Base and Prep Slab 2-02230 Gravel Base and Prep Aprons 5 21MAR13 27MAR13 I Gravel Base and Prep IAprons 2-03230 Instep Apron Slabs Reber 3 28MAR13 01APR13 Install Apron Slabs Rebarl 2-03340 Form and Pour Apron slabs 3 02APR13 04APR13 Form and Pour Apron slabs 2-05510 Install Exterior Bollards 5 19DEC12 25DEC12 Install Exterior Bollards STRUCTURAL STRUCT RAL 2-03200 Install Foundation Rebar 5 03DEC12 07DEC12 Install Foundation Rebar i 2-03210 Install Base Slab Rebar 5 27DEC12 02JAN13 Install Base Slab Rebar 2-03220 Install 2nd Floor Rebar 2 01MAR13 04MAR13 #,Install 2nd Floor Rebar i 2-03300 Form&Pour Footings 5 03DEC12 07DEC12 orm&Pour Footings 2-03310 Form&Pour Foundations 5 12DEC12 16DEC12 Form&Pour Foundations 2-03320,Formand Pour Base Slab 5 2aDEC12 03JAN13 Form and Pout Base Slab Form and Pour 2nd Floor Slab 2-03330 rm 2 05MAR13 06MAR13 Fo and Pour 2nd Floor Slab 2-04200 Erect Masonry Wall on 1st Fir, 10 04JAN13 17JAN13 ; Erect Masonrytwau on 1st Flrj 2-06400 Inslall Ext Steel Stud Wall Framing _ 5 07MAR13 13MAR13 I 1$11nstail Ext Steel Stud Wall Framing I I 2-05500 Install Interior Bollards 5 19DEC12 25DEC12 ALVInstaii Interior Bollards 2-i3000 Erect Building Steel Shell 6 15FES13 22FEB13 Erect Building Steel Shell 2-13010 Install 2nd Floor Joists 2 25FEB13 26FEB13 Install 2nd Floor Joists tl 2-13020 Instal 2nd Floor Deck 2 27FEB13 28FEB13 Install 2nd Floor Deck 2-13030 Install Bldg Roof Sheeting 5 07MAR13 13MAR13 I q Install Bldg Roof Sheeting i 2-13040 Install Exterior Wall sheeting 5 14MAR13 20MAR13 L`�/Install Exterior Wall sheeting CTURAL ARCHITECTURAL 2-05600 Install Steel Stairway Assbly 4 25FE813 28FEB13 lnstall Steel Stairway Assbiy I 2-05610 Install stairway Handrails 5 OIMAR13 07MAR13 Install stairway Handra0s { 2 05620 Inst 2nd Fir Mezz Handralls 5 07MAR13 13MAR13 Inst 2nd Fir Mezz Handrails 2-W100 Install Plywood Wainscot 5 18APR13 24APR13 Install Plywood Wainscot I II 2-06400 Install CabineCs 5 16MAY13 22MAY13 I Install Cabiners I 2-07200 Inst Smpl Saver Roof insulation 5 07MAR13 13MAR13 last Sm I Saver Roof Insulation ll 2-07210 Instal Wall Batt Insulation _ 5 11APR13 17APR13 #Instal VWatl Batt Insulation 2.07700 Install Roof Hatch 2 14MAR13 15MAR13 install Roof Hatch I II i 2.08110 Install HIM Man Dr Frames 3 04APR13 OBAPRI3 I Install HM Man Dr Frames I 2-08120 Install HIM Door&Hardware — 5 23MAY13 29MAY13 Install HM Door&Hardware I I I 2-08400 Ilnstali OH Sectional Doors 5 14MAR13 20MAR13 llnshili OH Sectional Doors I 2-08510 Install Alum Windows 5 14MAR13_20MAR13 Install Alum Windows II 2-09200 Inst 1 st Fir Partition Framing 5 21MAR13 27MAR13 I T� _ if Ins( st Fir Partition Framing T.Start Date D10CT12 ZFAMERIESEVPACF Sheet 1 of 7 EarlyBar Aparov I Finish Date 1 13 SWANK ENTERPRISES Date Revision Checked ed Data Date 01OCTCT12APMEMMW Progress Bar i— Run Date 09APR1413:18 AIPENNOWNEVCnlical Activity PACIFIC STEEL AND RECYCLYING Classic Schedule Layout ©Primavera Systems, Inc. Activity Activity Orig Early Early S-1 OCT V ID Description__ Dur I Stag I Finish 2-09210 1 Install 1 sl Floor GW B 5 18APR13 '24APR13 A Install 1 st Floor GWB 2-09220 Inst 2nd Fir Partition Framing 5 28MAR13 03APR13 Inst�2n.d, Fir Partition Framing 2-09230 Instal 2nd_Floor GWB 525APR13 01MAY13 I LA/Irtstall2ndFloorGWB 2-09350 Install Accoustical Grid 10 02MAY13 15MAY13 Install Accousticai Grid 2-09360 Install Accouslical Tile 5 23MAY13 29MAY13 Install Accoustical Tile 2-09ND Install Floor Rubber Base 3 06JUN13 10JUN13 Install Floor Rubber Base IF 2-09900 Interior Arch Base Painting 10 25APR13 OBMAY13 interior Arch Base Painting 2-09910 Interior Detail Painting_ 5 3DMAY13 OSJUN13 Interior Detail Painting ll 2-09920 Exterior Painting _ 5 OBJUN13 12JUN13 IExi erlor Painting 2-10300 Install Toilet Partitions 5 16MAY13 22MAY13 Install Toilet Pardtlons�] 2-10500 Install Fire Extinguishers 5 16MAY13 22MAY13 Install Fire Extin ulshers 2-10600 Install Room signs `-_ 5 09APR13 15APR13 I signs Install Room 2-10700 Install Lockers and Bench 5 16MAY13 22MAY13 Install Lockers and Bench 2-10900 Install Toilet Accessories 5 23MAY13 29MAY13 Install Toilet Accessories MECHANICAL MECHANICAL 2-15010 Rough-in BG Plumbing 7 03DEC12 11DEC12 Rough-in BG Plumbing 2-15020 Install Trench Drain _ 3 19DEC12 21DEC12 Install Trench Drain 2-150M Rough-in 1st Fir Plumbing 10 28MAR13 _ 1OAPR13 Rough-in 1st Fir Plumbing 2-15040 Rough-in 2n1 Fir Plumbing _ 5 04APR13 _ 1OAPR13 Rough-in 2nf Fir Plumbing 2-15200 Not Water Piping Insulation 5 11APR13 17APR13 Hot Water Piping Insulation t I 2-15300 Install Compressed Air Pipe 10 04APR13 17APR13 Install Compressed Air Pipe 2-154W Install NG Piping 10 04APR13 17APR13 ( Install NG Piping 2-15500 Install Plumbing Fixtures 5 09MAY13 15MAY13 Install Plumbinp Fixtures 2-15510 Install Plumbing Specialties 10 04APR13 17APR13 Install Plumbing Specialtie 2-15600 Rough-in HVAC Ductwork 1st 10 28MAR13 10APR13 Rough-in HVAC Ductwork 1st 2-15610 Rough-In HVAC Ductwork 2nd 10 04APR13 17APR13 Rough-in HVAC Ductwork 2nd 2-15700 Install Unit Heaters 5 18APR13 24APR13 instal[Unit Heaters 2-15710 Install Ceiling Fans 5 18APR13 24APR13 Install Ceiling Fans 2-15720 Install Radiant Heater 5 25APR13 01MAY13 Install Radlanl Heater 2-15730 Install Air Conditioner Unit 5 18APR13 24APR13 Install Air Conditioner Unit 2-15800 Grilles,Registers,Diffusers 5 16MAY13 22MAY13 Grilles,Registers,Diffusers 2-15810 Temp Controls 5 23MAY13 29MAY13 I I J Temp Controls 2-15820 Test,Balance,Commission 5 30MAY13 05JUN13 Test,Balance,Commission ELECTRICAL ELECTRICAL 2-16010 Rough-in BG Conduit 7 03DEC12 11DEC12 Rough-In BG Conduit 2-16020 Rough-in 1st Fir Power Conduit _ 10 28MAR13 1OAPR13 Rough-in 1st Fir Power Conduit 2-16030 Rough-in 2nd Fir Power Conduit 10 04APR13 17APR13 Rough-in 2nd Fir Power Conduit 2-16110 BG Feeder Conduit to Pantie HM 7 03DEC12 11DEC12 E,17BG Feeder Conduit to Panie HM 2-16112 Feeder Conduit to Panel HM _ 5 07MAR13_13MAR13 \F=ader Conduit to Panel HM 2-16120 Install 480v Panel HM,LM 5 14MAR13 20MAR13 all 46V Panel HM.LM 2-16130 Dist Conduit to Panel LM 5 21MAR13 27MAR13 is ICondulttolPanel LM 216200 Pu1480v Wire to Panel HM,LM 5 28MAR13 03APR13 Pull 480v Wire to Panel H 2-16210 Pug Distribution Wire 15 11APR13 _ 01 MAY13 PUII Distribution Wire 2-16220 Pull Branch Circuit Wire 15 1BAPR13 OSMAY13 Pull Branch Circuit Wlre lGrid 2-16400 Install Lighting in Ace Grid 5 16MAY13 22MAY13 install Lighting in Acc2-16410 Install Lighting In Bldg Shop 15 25APR13 15MAY13 Install Lighting in Bldg Shop 2-16500 Complete Elet Trim&Term 10 16MAY13 29MAY13 Complete Eict Trim& 2-16700 Energize Panelboards S 09MAY13 JISMAY13 Energize Panelboards LV BALER BUILDING ;CIVIL CIVIL 3-02200 Exc Baler Pit Foundation 3 19MAR13 21MAR13 fExc Baler Pit Foundation 3-02210 Backltil Baler Pit Foundation 4 03APR13 08APR13 —_ AffBackFll Baler Pit Foundation start08% 010CT12 �V PACF Sheet 2 of 7 //� Early Bar DataDate ta Date ta 010CT160Uu3 SWANK ENTERPRISES Dale Revision Checked _Approved Da12 �Progress Bar Run Date 09APR1413:18 APMEMMWCPttcal Actmty PACIFIC STEEL AND RECYCLYING --- Classic Schedule Layout - ®Primavera Systems,Inc. — 2013 Activity Activity Orig Early Early V DE ID _ Description Dur Start Finish 3-02220 Excavate for Bldg Footings 3;09APR13 111APR13 A A A W=f.r Bldg Footings 3432230 Back0ll Foundation Walls 5 22APR13 26APR13 Backfill Foundation Walls,¢D 3-02240 Gravel Base and Prep Slab 5 29APR13 03MAY13 Gravel Base and Prep Slab 3-02250 Gravel Base&Prep Apron's 2 OBMAY13 07MAY13 Gravel Base&Prep Apron's 3-02260 Install Apron Slab Rebar 2 08MAY13 O9MAY13 Install Apron Slab Reba 3-02270 Form and Pour Apron slabs 2 10MAY13 13MAY13 Form and Pour Apron slabs 3 02280 install Exterior Bollards - 5 22APR13 26APR13 I- install Exterior Bollards STRUCTURAL STRUCTURAL 3-03200 Install Baler Pit Fndn Rebar 3 22MAR13 26MAR13 Install Baler Pit Fndn Rebar 3-03210 lnst Bldg Fndn Rebar 4 09APR13 12APR13 §7Inst Bldg Fndn Rebar 3-03220 Install Base Slab Rebar 5 OBMAY113 10MAY13 Install Base Slab Rebarhl 3-03300 —Form&Pour Baler Pit footing - 3 22MAR13 26MAR13 Form&i Pour Baler Pit footing 3-03310 Form&Pour Baler Pit foundation 5 27MAR13 02APR13 Form&Pour Baler Pit foundation 3-03320 Form&Pour Bldg Footing 4 09APR13 12APR13 rFarm&Pour Bldg Footing I 3-03330 Form&Pour Bldg Foundation 5 15APR13 19APR13 Form&Pour Bldg Foundation�r f t f 3-03340 Form&Pour Base Selb 5 29APR13 03MAY13 Form&Pour Base Salb 3-05500 Instal Interior Bollards _ 5 22APR13 26APR13 IIrnstall Interior Bollards 3-130M Erect Building Sheet 5 08MAY13 10MAY13 ©Erect Building Sheet 3-13010 -Install Building Roof Sheeting 8 13MAY13 22MAY13 install Building Roof Sheetlng�7 v 3-13020 Install Building Wall Sheeting 8 23MAY13 03JUN13 Install Building Wall Sheeting ARCHITECTURAL ARCHITECTURAL _ 3-06100 Install Plywood Wall Wainscot 3 04JUN13 OOJUN13 Install Plywood Wall Welnscot& } 3-06110 Install Plywood Wait Partition 3 18JUN13 20JUN13 Install Plywood Wall Partition 3-07200 Insl Amyl WalURoof Insulation 16 13MAY13 _03JUN13 Inst Vinyl Wall/Roof Insula0on t t 1 3-08100 Install HM Door Frames 2 04JUN13 05JUN13 Install HIMDoor Frames l - t 3-08110 Install Doors and Hardware 3 28JUN13 02JUL13 Install Doors and Hardware t 1� 3-08400 Install Sectional OH Doors 4 04JUN13 O7JUN13 Install Sectional OH Doors t 3-09200 Install Partition Framing 5 07JUN13 13JUN13 install Partition Framing 3-09900 Interior Arch Base Painting 5 21JUN13 27JUN13 Interior Arch Base Painting 3-09910 Interior Detail Painting 3 05JUL13 OBJUL13 Interior Detail Palntin 3-09920 Exterior Painting 3 03JUL13 05JUL13 ExterlorPaintin I 3-10500 Fire Extinguishers I 1 28JUN13 28JUN13 Fire Extinguishers MECHANICAL 1W MECHANICAL' I 3-15010 Rough-in Bg Plumbing 5 06MAY13 10MAY13 Rough-in Bg Plumbing v' 3-15020 Rough-in 1st Fir Plumbing 5 07JUN13 13JUN13 Rough-in 1st Fir PiumbingL7 3 15030 Hot Water Piping Insulation 2 14JUN13 17JUN13 Hot Water Piping InsulationZ 3-15510 Plumbing Specialties 5 07JUN13 13JUN13 Plumbing Specialtlesi�7 3-15600 Install Ductwork From Fans 3 19JUN13 21JUN13 Install Ductwork From Fans 3-15610 Install Exhaust Fans 3 14JUN13 18JUN13 Install Exhaust Fans L� 3.15620 Install Lover's 2 24JUN13 25JUN13 Install Lover's17 3.15630 _Install Temp Controls 3 05JUL13 ODJUL13 Install Temp ControlsL7 I i 3-15640 T&B,Commission HVAC 3 IWUL13 12JUL13 T&B,Commission HVA& ELECTRICAL ELECTRICAL 3-16010 Rough4n Elect BG Conduit 5 06MAY13 10MAY13 Rough-in Elect BG Conduit 3-16020 Rough-in 1st Fir Power Conduit 5 07JUN13 13JUN13 Rough-in 1st Fir Power Conduit I 3 18030 BG Feeder Conduit to Panel HBA 5 06MAY13 10MAY13 BG Feeder Conduit to Panel HBA�7 3-16100 Install 480v Panel HBA 5 OTJUN13 13JUN13 Install 480v Panel HB - I 3-16110 Install 2OBY Panel LBA 5 07JUN13 13JUN13 Install 208v Panel LBA 3-16120 Instal 75kva Transformer 5 07JUN13 13JUN13 Install 75kva Transformer 3-16130 Pull 48Ov Wire to Panel HBA _ _ 5 14JUN13 20JUN13 Pull 480v Wire to Panel HB 316140 P 11208y Wire to Panel LBA 5 14JUN13 20JUN13 Pull 208v Wire to Panel LBA 3-16150 Pull Branch Circuit Wire 5 21JUN13 27JUN13 Pull Branch Circult Wire F I Start Date 01OCT12 PACF Sheet 3 of 7 Early bar Finish Dale 16JUL13 SWANK ENTERPRISES Date Revision Checked I gpproved I Data Date OIOCT12 Progress Bar — —Run Date09APR1413:18 APMMMMMW Critical Activity PACIFIC STEEL AND RECYCLYING I Classic Schedule Layout - ©Primavera Systems,Inc. Activity Activity Orig Early Early 2 V ID Description I Dur Start Finish 3-16160_ Install Lighting 5;28JUN73 104JUL13 Install UghtingkIT 3A6170 Complete else Term&Trim I 3 05JUL13 09JUL13 Complete elec Term&Trim/ 3-16160 Energize Panelboards 3 28JUN13 102JUL13 Energize Panelboards% CIVIL _ 4-02200 Excavate for Building Footings_ 3 14MAR13 18MAR13 Excavate for Building Footings 4-02210 Backfi9 Foundation Wall 3 03APR13 05APR13 Backfill Foundation Wall 4-02220 Gravel Base and Prep Slab 4 OSAPRi3 _ 11APR13Gravel Base and Prep Stab 4-M30 Gravel Base and Prep Aprons 2 22APR13 23APR13 Gravel Base and Prep Aprons 4-03230 Install Apron Slab Reber— —_ 2 24APR13 25APR1371 nstall Apron Slab Reber 4-03240 Form and Pour Apron Slabs 2 26APR13 29APR13 Form and Pour Apron Slabs 4-05510 Install Exterior Bollards 5 26MAR13 01APR13 1 I4rinstall Exterior Bollards STRUCTURAL STRUCTURAL 4-0320O Install Foundation Rebar 3 26MAR13 28MAR13 I Instalt Foundation Rebar 4-03210 Install Base Slab Rebar 5 19MAR13 25MAR13 Install Base Slab Reber 4-03300 Form and Pour Footings 5 19MAR13 25MAR13 ' Form and Pour Footings 4-03310 Form and Pour Foundations 6 26MAR13 02APR13 Form and Pour Foundations 4-03320 Form and Pour Base Slab _ 5 15APR13 19APR13 [717orm and Pour Base Slab L 4-05500 install Interior Bollards 5 26MAR13 01APR13 I%Install Interior Bollards 4-130M Ereel Building Steel Shell 3 22APR13 24APR13 Erect Building Steel Shell 4-13010 Install Building Roof sheeting 5 25APR13 01MAY13 Install Building Roof sheeting 4-13020 Install Exterior Wall Sheeting 5 02MAY13 08MAY13 Install Exterior Wall Sheeting ARCHITECTURAL ARCHITECTURAL 4-06100 Install Plywood Wall Wainscot 3 09MAY13 13MAY13 Install Plywood Wall Wainscot 4-06110 Install Plywood Wall Partition 5 31MAY13 OOJUN13 Install Plywood Wall PartltionC7 4-07200 Install Vinyl WalliRoof Insulation 10 26APR13 _OSMAYI3 Install Vinyl WaUlRoof Insulation 4-08110 Install HM Mandoor Frames 3 09MAY13 13MAY13 Install HM Mandoor Frames 4-08120 Install HM Doors and Hardware 3 14JUN13 1SJUN13 Install HM Doors and HardwareQ 4-08400 Install OH Sectional Doors 5 09MAY13�15MAY13 Install CH Sectional Doors I i 4-09200 Install Partition Framing 5 14MAY13 .20MAY13 Install Partition tFraming t 1 4-09900 Interior Arch Base Painting 5 07JUN13 13JUN13 Interior Arch Base PaIntin� 4-09910 Interior Detail Painting 3 19JUN13 21JUN13 Interior Detail Painting 4-09920 Exterior Painting _ 3 19JUN13 21JUN13 I Exterior Painting 4-10500 Fire E tingulhers 1 14JUN13 14JUN13 Fire Extinguiher's MECHANICAL MECHANICAL 4-15010 Rough-in BG Plumbing 5 OBAPR13 12APR13 I /Rough-in BG Plumbing It 4-15020 Rough-in 1st Fir Plumbing 10 14MAY13 27MAY13 Rough-in 1st Fir Plumbing t 4-15200 Hot Water Piping insulation 3 28MAY13 30MAY13 Hot Water taping Insulation 4-15300 Install Compressed Air Piping 10 21MAY13 03JUN13 Install Compressed Air Pipin I- 4-15510 Install Plumbing Specialties 10 14MAY13 27MAY13 Install Plumbing SpeclalUes 4-15500 Install Ductwork from Fans _ 5 28MAY13 03JUN13 Install Ductwork from Fans 4-15710 Install Exhaust Fans 5 21MAY13 27MAY13 Install Exhaust Fans I IF4-15720 Install Louvre's 3 04JUN13 OSJUN13 Install Louvre's 4-15730 Temp Controls _ 3 11JUN13 13JUN13 I Temp Controls ir 4-15740 T 8 8,Commission HVAC 3 19JUN13 21JUN13 T&B,Commisslon HVAC ELECTRICAL ELECTRICAL _ 4-16010 Rough-in BG Conduit 5 OBAPR13 12APR13 Rough-in BG Conduit 4-16020 Rough-in 1st Fir Power Conduit 10 14MAY13 27MAY13 Rough-in 1st Fir Power Conduit ) 4-16110 BG Feeder Conduit to Panel HOB 5 OBAPR13 12APR13 BG Feeder Conduit to Panel HDBh7 4-16120 Install480v Panel HDB 5 14MAY13 20MAY13 Install 480v Panel HDB 4-16130 Install 220v Panel LDB 5 14MAY13 20MAY13 Install 220v Panel LDB 4-16140 Install 30kva Transformer I 5 14MAY13 20MAY13 q Install 30kva Transformer Start Date OiOCT12 Early PACF Sheet 4 of 7 Finish Date 16JUL13 L]'�'�/ SWANK ENTERPRISES Date Revision Checked Approved Data Date OIOCT12 Progress Bar - Run Date 09APR14 13:18 AIIIIIIIIIIIIIIIIIIIIIIINOWDnIIWI Activity PACIFIC STEEL AND RECYCLYING Classic Schedule Layout ©Primavera Systems,Inc. — - - Activity Activity Orig Early Early 2012 2913 Ikp DE J ID Descrilion Dur Start Finish 4-16200 Pull 4v Wire to Panel HDB 5 21 MAY13 27MAY13 _ Pull 480v Wire to Panel HD _ _ 1i 4-16210 Pull 208v Wire to Panel LDB 6 21 MAY13 27MAY13 — Pull 208v Wire to Panel LDB 4-16220 Pull Branch Ctct Wire to Device 5 28MAY13 03JUN13 Pull Branch Crct Wire to Device 4-16400 Install Lighting _ 5 04JUN13 _ 10JUN13 Install Lighting r t 4-16410 _Cmplle Sec;Terminations&Trim 3 14JUN13 18JUN13 Cmplte Elec Terminations&Trhn 4-16420 Energize Panelboards 5 04JUN13 10JUN13 I Energize Panelboards1k CIVIL CIVIL 5-02200 Excavate Bldg Slab 10 160CT12 29OCT12 Excavate Bldg Slab 5-02210 Backfiq Bldg Slab 3 190EC12 21 DEC12 /�713acktl0 Bldg Slab STRUCTURAL STRUCTURAL 5-03200 Install Rebar 12 27NOV12 12DEC12 /Install Rebar 5-03210 DAVEpoxy Masonry Dowels— 2 14DEC12 17DEC12 �7,!DrilllEpoxy Masonry Dowels 5-03300 Form&Pour Rat Slab _ 3 19NOV12 _ 21NOV12 Form&Pour Rat Slab 5-03310 Form&Pour Base Slab 16 22NOV12 _136EC12 i Form&Pour Base Slab 5-03320 Form and Pour Motor Block 5 2BDEC12 03JAN13 C7Form and Pour Motor Block 5.03330 Form and Pour 2nd Floor Slab 5 13MAR13 19MAR13 " �Forn and Pour 2nd Floor Slab 5-03340 Form and Pour 3rd Floor Slab 5 17APR13 23APR13 Form and Pour 3rd Floor Slab i 5-MOO Erect Lower Level Precast Walls 15 01FEB13 21FEB13 ' EredtLower tLevel Precast Walls 5-03610 Erect Upper Level Precast Walls 5 01MAR13 07MAR13 I AWEiect Up r Level Precast Walls 5-03620 Erect Motor Cover Precast Wails — 3 27MAR13 _29MAR13 I Erect Motor Cover Precast Walls g 5.04200 Build 1st Fir Masonry Walls 10 14DEC12 27DEC12 i Build 1st Fir Mason! Wall 5.04210 Build 2nd Fir Masonry Walls 5 13MAR13 19MAR13 I Build 2nd Fir Masonry Walls 5-05100 Erect Struct Steel at 112 Level 5 22FEB13 28FEB13 Erect Struct Steel at 112 Level 5-05110 Erect Slrucl Steel at 129-4 Level V 5 20MAR13 28MAR13 I I Erect Struct Steel at 1294 Level 5-05120 Erect Strict Steel at 136 Level 5 24APR13 30APR13 Erect Struct Steel at 136 Level i 5-05200 Install Deck at 112 Level 3 OBMAR13 12MAR13 Install Deck at 112 Level 5-05220 Install Deck at 129-4 Level 5 27MAR13 02APR13 Install Deck at 1294 Level 5-05230 Install Deck at 136 Level 5 10APR13 16APR13 E71nstall Deck at 136 Level I e 1 5.05240 Install Deck at 148 Level 5 41MAY13 07MAY13 Install Deck at 148 Level I 5.05400 Steel Stud Framing to 136 Level 5 03APR13 `O9APR13 i Steel Stud Framing to 136 Level I 5-05501 Install Precast Weld Plates 1 13DEC12 13DECi2 Install Precast Weld Plates 1 5-05511 Intl SU Wall Clad to 148 Level 20 O1MAY13 2BMAY13 Instl SO Wall Clad to 148 Level / 1 5 05800 Install Stairway to 2nd Floor 5 22FES13 28FEB13 Install Stairway to 2nd Floor I 5-05610 Install Stairway to 3rd Floor 5 10APR13 16APR13 Install Stairway to 3rd Floor ARCHITECTURAL ligumpp.mwomr 12.ARCHITECTURAL _ 5-06100 Treat Roof Nailers at 112 Level 3 13MAR13 15MAR13Treat Roof Nailers at 112 Level 5-06110 Treat Roof Nailers at 129 Level 3 10APR13 12APR13 Treat Roof Nailers at 129 Level I. 5-06120 Treat Nailers at 148 Level 3 08MAY13 10MAY13 Treat Nailers at 148 Level l ltu 5 0620D T$G Wall Panel at 112 Level 3 02MAY13 OOMAY13 T&G Wall Panel at1112 Level 5-06210 T&G Wall Panel at 136 Level 3 27MAY13 29MAY13 T&G Wall Panel at 136 Level 5-07200 Spray Foam Insulin at 112 Level 3 29APR13 _01MAY13 Spray Foam Insultn at 112tLevel, C 5-07210 Spray Foam Insulin at 136 Level 3 20MAY13 22MAY13 Spray Foam Insultn at 136 Level 5-07600 EPDM Roof at 112 Level 3 15APR13 17APR13 VEPDM Rooftat 112 Level { 5-07610 EPDM Roof at 129 Level 7 18APR13 26APR13 I I i IFPDM Roof at 129 Level 5.07620 EPDM Roof at 148 Level 5 13MAY13 17MAY13 EPDM Roof at 148 Level t ititt 5-07630 Install Roof PaverlSleel Plate 15 29APR13 17MAY13 Install Roof Paver/Steel Plate t ilii I 5 07640 Ins Scupper$Downspout 5 20MAY13 24MAY13 Ins Scupper&Downspor t 5-07700 Floor Hatch at 126 Level 2 17APR13 18APR13 I I Floor Hatch at 126 Level I 5.08100 Install HM Dr Frame on 1 m st Fir _ _ 3 20MAR13 22MAR13 Install HM Dr Frame on on 1st Fir 5.08110 Inst HM Dr Frame on 2nd Rr_ 3 1 OAPR13 12APR13 Ins,HM Dr Frame on 2nd Flr� I I 6.08120 Inst HM Dr Frame of 3rd Fir 3 01MAY13 03MAY13 Inst HM Dr Frame of 3 1 FI; I Start Date 010CT12 FztyBar PACF Sheet5or7 Finish Dale 16JUL13 progress Bar SWANK ENTERPRISES Nit _ Revision _ Checked roved i Data Dale l)1OCT0C712 APOMMOOMW Run Date 09APR14 1318 APEMOMMMW Critical Achvity PACIFIC STEEL AND RECYCLYING Classic Schedule Layout j ©Primavera Systems. Inc. l Acti Activity IDS Description Dug I Start Early Finish 20 V DEC I J L 5-08130 Inst HM Doors&Hardware 5�30MAY13 45JUN13 Inst HM Doors&Hardware7 5-08400 Install OH Sectional Door 5 29APR13 03MAY13 Install OH Sectional Door 5-0850D Install Alum Windows 5 08MAY13 14MAY13 Install Alutm Windows 5-09200 Sit Stud Partition at 112 Level 5 43APR13 09APR13 SO Stud Partition at 112 Level,&'� 5-09210 SU Stud Partition at 136 Level_ 5 24APR13_ 30APR13 Still Stud Partition at 1361 evel '7 5-09900 Interior Arch Base Painting _ 10 3OMAY13 12JUN13 Interior Arch Base Painting t 5-09910 Interior Delail Painting 3 19JUN13 21JUN13 ritterior Detail Painting 5-09920 Exterior Painting 11 06JUN13 20JUN13 I Exterior Painting MECHANICAL MECHANICAL 5 15010 linstall BG Plumbing _ 4 13NOV12 16NOV12 AVlnstall BG Plumbing TL 5-15020 Install in Slab Plumbing 3 11DEC12 13DEC12 ® install in Slab Plumbing 5-15030 Inst Plumb in 1st Fir Msnry Wall 10 14DEC12 27DEC12 I 1nst Plumb In 1st Fir Msnry Wall 5-15032 Inst Plumb in 2nd Fir Msny Wall 10 20MAR13 02APR13 Inst Plumb in 2nd Fir Msny Wall 5-15040 Rough-in PLumbing,1st Floor 15 20MAR13 09APR13 Rough-in PLumbing,lst Floor 5-15050 Rough-in Plumbing,2nd Fir 15 24APR13 14MAY13 Roughdn Plumbing,2nd Flr 5-15060 Rough-in Plumb,3rd Fir 5 15MAY13 21MAY13 Rough4n Plumb,3rd Fir t i i t � 5-15100 Hot Water Pipe Insulation 3 22MAY13 24MAY13 Hot Water Pipe Insulation i 5-15200 _RougMin Gas,N2,Air,1st Fir 15 03APR13 23APR13 Rough4n Gas,N2,Air,1st Fir 5-15210 Rough-in Gas,N2,Air 2nd Fir 15 24APR13 14MAY13 Rough-in Gas,N2,Air 2nd Fir -- 5-15300 Plumbing Specialties 6ISMAY13 21MAY13 Plumbing Specialties t 5-15310 Plumbing Fixtures _ 3 13JUN13 17JUN13 Plumbing Fixtures 5-15600 Rough-in HVAC Ductwork 1st 5 20MAR13 26MAR13 Rough-in HVAC Ductwork 1st 5-15610 Inst Wail Mount Exhaust Fan 5 271MAR13 02APR13 Inst Wall Mount Exhaust Fan 5-15620 Inst Ceiling Hung Ehaust Fans 5 20MAY13 24MAY13 Inst Ceiling Hung Ehaust Fans/�I 5-15630 Inst Ceiling Hung Elc Unit Heater 5 03APR13 09APR13 lost Ceiling Hung Eic Unit Heater II 5-15640 Install Air Conditioner Unit 3 DBJUN13 10JUN13 Install Air Con tioftw Unit 5-15810 Temp Controls 5 12JUN13 1BJUN13 I Temp Controls 5-15820 T&B HVAC,Commission 5 19JUN13 25JUN13 T&B HVAC,Commission' ELECTRICAL ELECTRICAL 5-16010 Rough-In BG Conduit 10 30OCT12 12NOV12 Rough-In BG Conduit 5-16020 Rough-in In Slab Conduit 3 11DEC12 13DEC12 Rough-in In Slab Conduit i 5-16030 Elect Rough-in in list Fir Msnry 10 14DEC12 27DEC12 VElect Rough-in in 1st Fir Msnry Wall 5-16040 Elect Rough-In 2nd Fir Msny Walls 10 20MAR13 02APR13 Elect Rough-in 2nd Fir Msny Walls 5-16050 Rough-in Power,Crild list Floor 25 20MAR13 23APR13 Rough-in Power,Cntrl 1st Floor 5-16060 Rough-in Power Cntrl 2nd Floor 15 24APR13 14MAY13 Rough-in Power Cntrl 2nd Floor 5-16070 Rough-n Power on 3rd Floor 5 15MAY13 21MAY13 Rough-n Power on 3rd Floor 5-16100 BG Feeder Conduit to Panel HMS 10 30OCT12 12NOV12 XWBG Feeder Conduit to Panel HMB 5.16110 Install Panels HMB&LMS 5 29APR13 03MAY13 Install Panels HMB&LMB 5-16120 Install 75 kva Transformer 5 29APR13 03MAY13 Install 75 kva Transformer 5-16200 Pull 480 v Wire to Panel HMB 5 OBMAY13 10MAY13 Pull 480 v Wire to Panel HMB 5-16210 Pull Distribution Wire 15 13MAY13 31MAY13 Pull Distribution WireY — 5-16220 Pull Branch circuit Wire 12 22MAY13 06JUN13 Pull Branch circuit Wire 5-1640D Install Lighting 12 30MAY13 14JUN13 Install lighting i 5-16500 Complete Elec Trim&term 3 07JUN13 11JUN13 Complete Elec Trim&term 5-16700 Energize Panelboards 3 07JUN13 11JUN13 Energize Panelboards :CIVIL CIVIL 15-02200 Excavate Ftngs for Shredder 15 07NOV12 27NOV12 ~Excavate Ftngs for Shredder 15-02210 Place Etg FilUPrep Footings 15 14NOV12 04DEC12 Place Eng Fill/Prep Footings 15-02220_Backfill Wall Foundations 45 02JAN13 05MAR13 I Backtill Wall Foundations 15-02230 Prep Radial Stacker Wall Ftg _ 5 26NOV12 30NOV12 1 Prep Radial Stacker Walt Fig 15-02240 Prep for Stacker Pivot Block 3 21 NOV12 23NOV12 rPrep for Stacker Pivot Block Start Date 01OCT12 /� PACF Sheet 6 of 7 L]�V Early Bar pate Revision Checked roved Dinah Dale IOCT13 SWANK ENTERPRISES Data Date 010CT12 �Progress Bar — - — RL-nDate 09APR1413:18 �CnticalActivity PACIFIC STEEL AND RECYCLYING Classic Schedule Layout ©Primavera Systems,inc. Activity Activity Orig Early Early OV I DE ID Description _ Dur Start Finish 155-02230 Exc For Shear Slab Footing 5116NOV12 122NOV12 AVExc For Shear Slab Footing 155 02240 Place Eng FilUPrep Footings 5 23NO_V12 29NOV12 Place Eng FilUPrep Footings 155-02250 BackBq Wail Foundations 5 31DEC12 04JAN13 Backfill Wall Foundations i 155-02260 Prep Far Oscillator Slab Pour 5 21JAN13 25JAN13 Prep For Oscillator Slab Pour STRUCTURAL SHEAR SLAB STRUCTURAL SHEAR SLAB _ 155-03200 Place Rebar for Wheel Wall 3 14DEC12 18DEC12 ZVPIace Rebar for Wheel Wall 155-03210 Place Rebar for Shear Slab 12 03JAN13 18JAN13 Place Rebar for Shear Slab t 155-03220 Place Rear for Oscillator Slab 3 30JAN13 D1FES13 I Place Rear for Oscillator Slab 155-03300 Farm&Pour Wheel Wall Fig 5 12DEC12 18DEC12 AVForm&t Pour Wheel Wall Ftg 155-03310 Form&Pour Wheel Wall 10 19DEC12 01JAN13 I i Forml&tPour Wheel Wall 155-03320 Form and Pour Rat Slab _ 3 30NOV12 _04DEC12 Form and Pour Rat Slab 155-03330 Form and Pour Footing — 5 10DEC12 14DEC12 Form and Pour Footing 155-03340 Form and Pour Walls 10 17DEC12 28DEC12 Form and Pour Walls I 155-03350 Form and Pour Shear Slab 15 31DEC12 18JAN13 AE5Form and Pour Shear Slab 155-03360 Form/PourOscilator Slab 5 28JAN13 01FEB13 I &FormlPour Oscilator Slab I 155 055D0 Inst A-120,8-120,C-120 Embeds 5 14JAN13 18JAN13 I A Inst A420,B-120,C-120 Embeds STRUCTURAL SHREDDER SLAB STRUCTURAL SHREDDER SLAB 15-03200 Install Footing Rebar 30 21NOV12 01JAN13 � Install Footing Rebar 1 15-03210 Install Wall&Column Rebar 60 05DEC12 _26FEB13 1 Install Wall&Column Rebar 15-03220 Install Slab Rebar 90 02JAN13 07MAY13 !Install Slab Rebar I uI f 15-03300 Form&Pour Pedestal Fooling 30 28NOV12 DBJAN13 Form&Pour Pedestal Footing 15.03310 Form&Pour Column Footing 30 28NOV12 _OBJAN13 I Form&Pour Column Footing 1 15-03320 Form&Pour Wail Fooling 30 28NOV12 OBJAN13 ` Farm&Pour Wall Footing 15-03330 Form and Pour Wall Pedestals 60 19DEC12 12MAR13 =- Form Form and PouriWall Pedestals 15-03340 Form and Pour Columns 60 19DEC12 12MAR13 Form and Pour Columns 15-03350 Form and Pour Bin Walls 60 19DEC12 12MAR13 and Pour Bin Walls 11 15-03360 Form and Pur Shredder Slab _ 90 09JAN13 14MAY13 Form and Pur Shred 15-0340D Pour Slacker Wall Rat Slab 3 03DEC12 05DEC12 Pour Slacker Wall Rat Slab 15-03410 Farm&Pour Slacker Pivot Block 3 26NOV12 _28NOV12 Form&Pour Stacker Pivot Block 15-03420 Pour Stacker Wall Base _ 5 18DEC12 24DEC12 our Stacker Wal I Base 15-03430 Pour Slacker Upper Wall 5 25DEC12 31DEC12 Pour Slacker Upper Wall I I I I I I I I I I I I I Start Date 01OCT12 ZgZ �Early Bar PACF Sheet 7 or 7 Finish Date 16JUL13 Progress ear SWANK ENTERPRISES Date _ _ Revision Checked., . oved Data Date 010CT12 NMMMMMNMW Run Date 09APRI413:18 APMEMMMW critical Activity PACIFIC STEEL AND RECYCLYING Classic Schedule Layout ©Primavera Systems, Inc. Activity Activity Orig Early Early ID Description Dur I Start Finish V DECAN General Requirements _ -- 00001 Notice to Proceed 1 17MAR14 17MAR14 Notice to Proceed OW011 Mobilizalion 518MAR14 24MAR14 Mobilization 00011 Submittals 4518MAR14 19MAY14 Submittals 00021 O&M Marwals 45 100CT14 11DEC14 aEmm�O&M Manuals 00031 Power Up Bldg Elect Systems 10 12DEC14 25DEC14 Power Up Bldg Elect Sy5tm if 00041 HVAC Commissioning 6 26DE014 02JAN15 HVACm Comissioning 00051 Substantial Completion 1 23JAN15 23JAN15 Substantial Completion Lis OD061 Punch List 5 26JAN15 30JAN15 Punch 00071 Project Completion 1 02FEB15 02FEB15 Project Completion 00081 Occupancy Permit,Tumove to 1 03FEB15 03FEB15 Occupancy Permit,Tumove to Owner Demolition 02000 Remove Asphalt,Curb, 2 ISMAR14 19MAR14 Remove Asphalt,Curb,Sidewalks 02010 ReRoute SS from ESS-2 to _ _ 2 03APR14 04APR14 ReRoute SS from ESS-2 to ESS-3 02020— Demo Old Lift station _ 1 15MAY14 15MAY14 qKDemizi Old Litt station 02030 Re-Route Primary Power Feed 5 27MAR14 02APR14 Re-Route Primary Power Feed 02040 Re-Route Natural Gas Feed 5 27MAR14 02APR14 Re-Route Natural Gas Feed 02050 Re-route Phone and TV Feeds 3 12MAY14 14MAY14 4Re route Phone and TV Feeds 02060 Re-Route 3"domestic Water 10 28APR14 09MAY14 Route3"domestic Water 02070 Re-Route 6"Fire Protection Line 10 28APR14 09MAY14 Route 6"Fire Protection Line 16000 Remove Light Poles and Bases 1 20MAR14 20MAR14 Remove Light Poles and Bases 16010 Install New Circuitry to Lift 5 07APR14 11APR14 instal[New Circuitry to Lift station I; 16020 Install Street Light Pole Base 1 19SEP14 19SEP14 4nsfall Street Light Pole Base 16030 Install Street Light Poles 2 22SEP14 23SEP14 ' Install Street Ught Poles Civil Utility's - 02200 Exc North Bldg Bsmnl&Lift 5 20MAR14 26MAR14 Exc Northi Bldg Bsmnt&Lift Station 02210 Backffll LS MH&New SS to LS 2 01APR14 02APR14 Backfill LS MH&New SS to LS 02510 Asphalt Paving 3 29SEP14 OIOCT14Asphalt Paving, i 02720 Install North Storm Drain Line 10 28APR14 09MAY14 Install North Storm Drain Line 02722 instal East Storm Drain Line 10 28APR14 09MAY14 Install East Storm Drain Line 02724 Instal South Storm Drain Line 5 22AUG14 2SAUG14 Install South Storm Drain Line 02730 lnst SS Bsmnt to New Lift 2 28MAR14 31MAR14 Inst SS Bsmnt to New Lift Station 02732 Inst New North SS 1st Fir to 10 28APR14 09MAY14 L__�)lnst New North SS 1st Fir to Exist SS 02734 Install South SS Line 5 18JUL14 24JUL14 I Install South SS Line 02740 Install LS Pumps&Controls 2 03APR14 04APR14 Install LS Pumps&Controls 02742 Commission New Liftion Service 1 14APR14 14APR14 Z�Commisslon New Llftion Service 03101 Curb and Gutter 5 22SEP14 126SEP14 I }Curb and Gutter+ 03111 Fort and Pour sidewalks 5 02OCT14 108OCT14 ` I I LU/Form and Poursidewalks 03600 Install LS Precast Manhole 1 27MM14 127MAR14 Install LS Precast Manhole I i Demolition 02100 JSawcul for New Hallway _ 4 26MAY14_29MAY14 Sawcut for New Hallway Openings 02110 JSawcut for Utility Openings 4 26MAY14 29MAY14 Sawcut for Utility Openin s 02120 Remove Floor,&Ceiling 1 01APR14 01APR14 Remove Floor,&Ceiling Finishes 15100 Re-Route DWV to Bldg Exit 10 02APR14 15APR14 Re-Route DWV to Bldg Exit Loetn — 15110 Re-Route Water to Bldg Exit 10 02APR14 15APR14 Re-Route Water to Bldg E)dt Loc'tn 15120 Re-Route Fire Wir Line to Bldg 10 02APR14 15APR14 ReRoute Fire Wtr Une to Bldg Exit 15130 Install Radon Piping 5 26MAY14 30MAY14 Install Radon Piping 15140 Install Below Slab Plumbing 5 26MAY14 30MAY14 Install Below Slab Plumbing i Start Date 17MAR14 Early gar ROCK Sheet 1 of 5 _ L�---�/ Finish Dale 03FEB15 Swank Enterprises Dale Revision Checked roved Data Date 17MAR14 °grass Bar - - - Run Date 09APR14 13:17 Critical Activity Rock Addition Classic Schedule Layout ©Primavera Systems, Inc. Activity Activity Orig Early Early ID Description I Dur Start 1 Finish Structural r i 02220 Backfl North Wall to Utility 2 24APR14 25APR14 Backfil North Wall to Utility Grades 02222 Backnil North Wall to Grade 3 D9JUL14 11JUL14 78ackfill North Wall to Grade 02230 Exc Remainder of Basement 7 15MAY14 23MAY14 Exc Remainder of Basement - 02232 Backfill Fndn Wan on East& 7 OOJUL14 17JUL14 *Bacldili Fndn Wall on East&South Side i 02240 Place Basement Slab Drainage 5 11JUN14 17JUN14 1 IT PlaceBasement Slab Drainage Gravel 0320D Reber on Site for Basement 1 03APR14 03APR14 Reber on Site for Basement concrete t 03300 _Form&Pour North Bldg _3 04APR14 08APR14 Form&Pour North Bldg Footings t 03310 Form&Pour North Foundation —6 09APR14 i8APR14 Form&Pour North Foundation Wall 03320 - Form&Pour East&south 5 26MAY14 30MAY14 Form&Pour East&south footings 03330 Form&Pour East&South 10 02JUN14 13JUN14 Form&Pour East&South foundation 03340 Form and Pour Basement Slab 5 16JUN14 20JUN14 ®Form and Pour Basement Slab on Grade Architectural T� 06400 Install Casework and Shelving 5 24SEP14 30SEP14 Install Casework and Shelving 08120 install Door Frames 5 OQJUL14 15JUL14 Install Door Frames 08130 Install Doors and Hardware 5 OBOCT14 140CT14 I �T7Install Doors and Hardware 08510 Operable Partition at Training 3 24SEP14 26SEP14 Operable Partition at Training 09210 Partition Framing Basement 15 09JUL14 29JUL14 Partition Framing Basement 09260 GWB at Basement 15 20AUG14 MEP14 L GWB t at Basement 09320 Ceramic Tile at Bathrooms 5 17SEP14 23SEP14 Ceramic Tile at Bathrooms i 09510 ACT Grid at Basement 5 17SEP14 23SEP14 ACT Grid at Basement 09520 ACT Clouds at Basement 10 150CT14 28OCT14 I . ACT Clouds at Basement 09650 Install Flooring Products 10 03NOV14 14NOV14 *Install Flooring Products 09910 Base Coal Paint at Basement 5 IOSEP14 16SEP14 Base tCoat P int at Basement 09915 Finish Paint&Touchup at Bsmn 2 17NOV14 18NOV14 Finish Paint&Touchup at BsmntE 10200 Toilet Partitions 3 01IOCT14 030CT14 Toilet Partitions I It 10210 Toilet Accessories 3 OOOCT14 OBOCT14 I I I To let Accessories 12240 Install Roller Window shades 3 29OCT14 31OCT14 Install Roller Window shades Mechanical Irt 15210 Roughin D,W,V Piping 5 30JUL14 OSAUG14 Roughin D,W,V Piping 15220 Roughin Water,Gas Piping 10 OGAUG14 19AUG14 Roughi�Walter,Gas Piping 15230 Roughin Hydronic's Piping 10 OSAUG14 19AUG14 Roughin liytdrortic's Piping 1530D Boller Room Plumbing Equip 5 30JUL14 OSAUG14 Boller Ro1xn Plumbing Equip 15310 Boller Room Plumbing Buildout 15 30JUL14 19AUG14 Boiler Room Plumbing Buildout 15400 Plumbing Fixtures 5 24SEP14 30SEP14 I ,�1Plumbing Fixtures 15550 Roughin HVAC in New 15 09JUL14 29JUL14 Rough HVAC In New Basement 15750 Grililes,Registers,Diffusers 5 24SEP14 30SEP14 "GNllies,Registers,Diffusers 15900 Roughin HVAC Controls 15 30JUL14 19AUG14 I I Roughen NVAC Controls 15910 Temp control Device and 10 01 OCT14 140CT14 Tamp control Device and Terminations Electrical - -- _ -- 1 1 -- - ----j 16100 Roughin Distribution Conduit 15 30JUL14 19AUG14 Roughin Distribution Conduit 16110 Roughin Branch circuit Conduit 15 30JUL14 19AUG14 Roughin Branch circuit Conduit 16120 Roughin Spec Systems Cable 15 30JUL14 19AUG14 Rat gh=n pee Systems Cable Tray 16200 Distribution Cable&Terminate 15 17SEP14 07OCT14 I Distribution Cable&Terminate 16210 Branch Circuit Cable,Terminate 15 17SEP14 07OCT14 I 1 Branch Circuit Cable,Terminate I 16220 Spec systems Cable& 5 OBOCT14 140CT14 Spec systems Cable&Tem�lnate 16300 Install Low Voltage Transforrnerts 1 IOSEP14 IOSEP14 t1rfaiellboards stall Low Voltage Transformers {` 16310 Paneiboards LOA,LOB,HM, 5 IOSEP14 16SEP14 LOA,LOB,HM,DPI 16500 Install Lighting 10 24SEP14 070GT14 Install Lighting ' 16700 Install Communication Devices 5 24SEP14 30SEP14 Install Communication Devices l 18800 Install Fire alarm Devices 5 010CT14 070CT14 I Install Fire alarm Devices i Start Date 17MAR14 ROCK Sheet 2 of 5 I Flnlah Date 03FE:515 Early Bar Dalai Date 17MAR14 PrograssBar Swank Enterprises Date Revision_ _ Checked Ap2roved Run Date 09APR14 13:17 JipMMMIMIIW Critical Activity Rock Addition Classic Schedule Layout I ©Primavera Systems, Inc. Activity I Activity Orig I Early Early B ID Description Dur Start Finish .. Demolition 00140 Install Temp Waterproof Wall 5 18MAR14 24MAR14 Install Temp Waterproof Wall 00142 Remove Temp Waterproof Wall 3 25SEP14 29SEP14 I V7Remove Temp Waterproof Wall 00150 Remove Col and Steel Arch 1 25MAR14 25MAR14 Remove Col and Steel Arch 00160 Remove Glass Curtain Wall 2 26MAR14 27MAR14 Remove Glass Curtain Wall Section I 00170 Removae Exterior Wag system 1 28MAR14 26MAR14 emovae Exterior Wall system 00180 Sawcut,Remove Cone 1 31MAR14 31MAR14 Sawcul,Remove Cone O+rerhang Structural 02234 Exc for Conf Center footings 2 18JUL14 21JUL14 EXc for Conf Center footings 02242 Place Conf Center Drainage 2 13AUG14 14AUG14 Pace Conf Center Drainage Gravel 02244 Backfill Conf Center foundation 3 O1AUG14 OSAUG14 AWBackfili Conf Center foundation ul I 03301 Form&Pour Slab on Deck at 5 02JUL14 08JUL14 FForm&Pour Slab on Deck at Eiv 100 03311 Pour Conf Center Footings 3 22JUL14 24JUL14 IP11,11. ur Conf Center Footings 03321 Pour Conf Center Foundations 5 25JUL14 31JUL14 Pour Conf Center Foundations 03331 Pour Slab on Grade at Conf 5 15AUG14 21AU014 L I IhFPour Slab on Grade at Conf Center 05121 Instal Floor Steel Beams @ 100 4 23JUN14 26JUN14 nstall Floor Steel Beams @ 100 Elv 05131 Instill Steel COIS at 2 Story at Elv 3 09JUL14 11JUL14 Instl Steel Cols at 2 Story at Elv 100 i 05141 Inst Steel Cots at Conf Center At 3 22AUG14 26AUG14 lnst Steel Cols at Conf Center At Elv 100 I 05223 Inst Roof Beams at Conf center 4 27AU014 01SEP14 I inst Roof Beams at Conf center 05311 Install Steel Deck at Elv 100 3 27JUN14 01JUL14 Instal Steel Deck at Elv 100 05321 Install Steel Roof Deck at Conf 1 02SEP14 02SEP14 I Install Steel Roof Deck at Conf Center 05410 Steel Stud Framing at Exterior 15 05AUG14 26AUG14 JF. Stud Framing at Exterior Walls 05412 SII Stud Frame Wall at Conf 5 03SEP14 09SEP14 —iU Stud Frame Wall at Conf Center Architectural 04700 Stone Masonry Veneer _ 15 26AUG14 15SEP14 Stone Masonry Veneer 06401 Bathroom Casework 2 12NOV14 13NOV14 I `l Bathroom Casework 07211 Foam Wall Insulation 10 19AUG14 01SEP14 m Wall Insulation 07272 Permeable Air Barrier Installed 10 12AUG14 25AUG14 eable AIr Barrier Installed 07282 Air Barrier at Conf Center 5 03SEP14 09SEP14 �i Barrier at Conf Center 08121 Hollow Metal Door Frames 4 02SEP14 05SEP14 (Hollow Metal Door Frames Ir, 11 08131 Install Doors and Hardware 2 01 DEC14 02DEC14 Install Doors and Hardware 37 08312 Exterior Roof Access Dr to Conf 1 03DEC14 03DEC14 Exterior Roof Access Dr to Conf.ICtr 06410 Glass Curtain Wall at 2-Story 10 19AUG14 01SEP14 Glass Curtain Wall a'''tt 2-Story 0542D Windows at Conf Center 3 10SEP14 12SEP14 bvMndows at Conf Center 09201 Partition Framing at New 2Story 4 02SEP14 05SEP14 Par I UtIon Framing at New 2 Story 09240 Stucco 1516SEP14 OSOCT14 Stucco 09251 Drywall 10140CT14 27OCT14 I Dl�wali 09301 Stone Tile at Conf Center 5 15SEP14 19SEP14 1 Stone Tile at Conf Center 09321 Ceramic Tile at Bathrooms _ 7 03NOV14 11NOV14 Ceramic Tile at Bathroolrrls 09501 ACT Grid 3 03NOV14 05NOV14 ACT Grid 09511 ACT rite 313NOV14 17NOV14 ( l I 7ACT71le 09601 Carpeting In Existing Hallway 10 05JANIS 16JAN15 Carpeting in Existing Hallway J 09901 Base Coal Painting 4 28OCT14 31OCT14 I I I Base Coat Painting 09911 Finish Painting&Touchup 2 19JAN15 20JAN15 Finish Painting&Touchupb 10201 Toilet Partitions 3 21NOV14 294OV14 I I I I Toilet Partitions 10211 Toilet Accessories 3 26NOV14 2aNOV14 let Accessories 12241 Install Roller Window Shades 5 01DEC14 05DEC14 Install Roller Window ShaHdes Mech lm� -- — —— . I !II-1 i it - 15131 Install Radon Piping of Conf 5 06AUG14 12AUG14 Install Radon Piptnq at Conf Center 15141 lnsl Below Slab Plumb at Conf 5 OBAUG14 12AUG14 Inst Below Slab Plumb at Conf Center 16211 Roughin D,W,V Piping 10 08SEP14 19SEP14 - — i Roul phinH VPipingy - Ran Dale 17MAR14 Early Bar ROCK Sheet 3 of 5 _�-- --n Finlah Date 03FE015 Swank Enter rises Dale Revision Checked h _Appmv_ed__ Deis Date 17MAR14 "-`=ZV Progress Bar p Run Dale 09APR1413:17 L � CrilicalActivity Rock Addition Classic Schedule Layout -- ©Primavera Systems, Inc. Activity Activity Orig Early Early E MAR I APR U ID Description Our Start Finish 16221 Roughin Water,Gas Piping 5 OBSEP14 12SEP14 Roughin Wa per,Gas Piping 15231 Roughin Fire Sprinkler Piping 5 OBSEP14 12SEP14 �Roughln Fire Sprinkler,Piping 15321 Roughin ydronics Piping-__ _-5 15SEP14 _ 19SEP74 Rou binli Ydronic's Plping 15401 PlumbingFixtures 514NOV14 20NOV14 rjJVPlumbing Fixtures 15551 Roughin HVAC Ductwork 5 26AUG14 01SEP14 Roughin HVAC Ductworks 15761 Grilles Registers and Diffusers 3 03NOV14 05NOV14 Grilles Registers and Diffusers ) 15901 Roughin HVAC Controls 10 OBSEP14 19SEP14 IS7Rou hin HVAC Controls 15911 Temo Control Device and Term 5 20NOV14 26NOV14 Tam Control Device and Tam Electrical --- �rt11 T - — 16101 Roughin Power Branch circuits 10 OBSEP14 19SEP14 I� Rourghin Power Branch circuits kinstall 16201 Cable and Terminate Branch 5 13NOV14 19NOV14 Cable and Terminate Branch circus 16501 Install Lighting Fbdures 5 06NOV14 12NOV14 Lighting Fixtures Demolition 00240 Install Temp Waterproof Wall 5 18MAR14 24MAR14 install Temp Waterproof Wall 00242 Remove Temp Waterproof Wait 3 25SEP14 29SEP14 QRemove Temp Waterproof Wall I 00250 Remove Glass Curtain Well 2 28MAR14 31MAR14 Remove Glass Curtain Wall Section •• 00260 Remove Exterior Wall system 1 01APR14 01APR14 (Remove Exterior Wall system 00270 Sawcut,Remove conc 1 02APR14 02APR14 Sawcut,Remove conc Overhangs I 07002 Remove Mill Roor Over Exist 4 29AUG14 03SEP14 Remove Mt]Roof Over Exist Bldg Structural 03302 Pour Slab on Deck at eiv 113 5 23JUL14 29JUL14 Pour Slab on Deck at elv 113 r 03312 Pour HVAC Slab on Deck at Ely 3 03SEP14 OSSEP14 Pour HVAC Slab on Deck at Ely 116 05122 Install Floor Steel Beams at Ely 4 14JUL14 17JUL14 Install Floor Steel Beams at Ely 113 05312 Install Steel Deck at Ely 113 3 1BJUL14 22JUL14 Install Steel Deck et Eiv 113 05322 Inst Sit Deck over LI Guage 5 18SEP14 24SEP14 I last Sit Deck over Lt Guage Truss I 05402 Light Guage Sit Truss at Conf 5 11SEP14 17SEP14 _ tight Guage SO Truss at Conf Center Architectural 05502 Install Disappearing Stairway 3 11 NOV14 13NOV14 Install Disappearing Stairway 06402 Install Casework 8 28NOV14 09DEC14 I I [Install Casework 07212 Foam Wall Insulation 10 02SEP14 15SEP14 Foam Wall Insulation 07222 Sound Wall Batt Insulation 5 140CT14 20OCT14 Sound Wall Batt Insulation 07412 Mtl Roof,Fasei,Sft at Conf 10 30SEP14 13OCT14 Mtl Roof,Fascl,SR at Conf CenteOEPDM 07612 EPDM Roofing 3 25SEP14 29SEP14 Roofing 08123 _Hollow Metal Door Frames 15 OBSEP14 26SEP14 Hollow Metal Door Frames OB133 Install Doors and Hardware 5 29SEP14 030CT14 Install Doors and Hardware 08313 Access Doors in Walls 3 OSOCT14 08OCT14 I Access Doors In Walls 08512 Operable Partition at Rm 3 28NOV14 02DEC14 1 Operable Partition at Rm 2411242m 09202 Partition Framing 15 08SEP14 26SEP14 I Partition Framing i 09252 Drywall 15 21OCT14 10NOV14 jrA',`CT l 09502 ACT Grid 5 21NOV14 27NOV14 Grid 09512 ACT Tile 5 10DEC14 16DEC14ACT Tile 09602 Flooring in Patient Bathrooms 7 Pati01DEC14 09DEC14 Flooring to ent Bathroom I 09612 Flooring in Rest of 2nd Floor 10 07JANIS 20JAN15 Flooring in Rest of 2nd Floor 09720 Wall Pa r coverin 3 28NOV14 02DEC14 J�BaW all Pa er coverin09902 Base Cal Painting 8 11NOV14 20NOV14 I se Coat Painting9I i 09912 Finish Painting and Touchup 2 21JAN15 22JAN15 Finish Painting and Touchup I 10142 Room Signage — — 1 23JAN15 23JAN15 Room Signage 10260 Comer Guards 4 05DEC14 10DEC14 I Comer Guards 10262 Chair Rail Assembly _ 4 01DEC14 04DEC14 (Chair i it Assembly 10264 Impact Resistant Wall Covering 6 21 NOV14 28NOV14 Impact Resistant Wall Covering 10402 Fire Extinguishers 1 O1DEC14 01DEC14 - _ _ Fire Extinguishers I Start Dale 17MAR14 Early bar ROCK Sheet 4 of Finish Dale 03FE815 Swank Enterprises _ Dale _____ Revision Checked Ap�ved_I Data Dale 17MAR14ApMEEMEMW Progress Bar — _. Run Date C9APR14 13:17 Crilicai Activity Rock Addition l Classic Schedule Layout O Primavera Systems, Inc. ` Activity _ Activity Orlg Early Early 2 4 N L AUI ID Description Dur Start Finish 10502 Lockers j 2128NOV14 01DEC14 Lockers 10800 Toilet Accessories 5 24DEC14 30DEC14 I oUetAccessoil rit>s 12243 Install Roller Window Shades - 5 31DEC14 OBJAN15 Install Roller Window Shade4w� Mechanical 15212 Roughin D,W,V Piping _ 15 22SEP14 10OCT14 Roughln D,W,V PlPing 15222 Roughln Water,Gas Piping 15 29SEP14 170CT14 Roughln Water1 it,Gas Piping 15232 Roughin Fire Sprinkler Piping 15 29SEP14 17OCT14 Roughin Fire Sprinkler Piping 15242 Sprinkler Drops and Heads _ 8 28NOV14 09DEC14 Sprinkler Drops sa�and �Heads II 15332 Roughin Hydronic's Piping 15 29SEP14y 170CT14 Roughin H I nic's Piping 15402 Plumbing Fixtures __ _ 10 10DEC14 23DEC14 Plumbing Fixtures, 1 15552 Roughin HVAC Ductwork 15 i5SEP14 03OCT14 Roughin HVAC Dui iwork 15752 Grilles,Registers,Diffusers 8 28NOV14 09DEC14 Grilles,Registers,DUfuser# 159M Roughin HVAC Controls 15 29SEP14 17OCT14 1 I I I I t Roughin HVAC Controls 15912 Temp Control Device& 10 12DEC14 25DEC14 Temp Control Device&Terminations Electrical -- — — -- 16103 Roughin Distribution Conduit 5 29SEP14 030CT14 I Roughin Distribution Conduit 16113 Roughin Branch Circuit Conduit 15 29SEP14 170CT14 Roughin Branch Circuit Conduit 16123 Roughin Special Systems _ 10 06OCT14 170CT14 Roughln Special Systems Conduit 16203 Distribution Cale and 10 27NOV14 IODECC14 Distribution Cale and Terminations 16213 Branch Circuit Cable, 15 21NOV14 11DEC14 Branch Circuit Cable,TerminationsT 16223 Special systems Cable, 10 24DEC14 06JAN15 Special systems Cable,Terminations 16313 Panelboards L-2A,&L-28 4 21NOV14 26NOV14 Panelboards L-2A,&L-213 16502 Install Lighting Package 8 28NOV14 09DEC14 I{ Install lighting Package ll 16512 Install Communication Device's 10 10DEC14 123DEC14 install Communication Device's 1. li 22 Install Fire Alarm Device's 10 100EC14 23DEC14 Install Fire Alarm Devic 165 e's Structural 03303 Pour HVAC Slab on Deck Elv 3 08AUG14 12AUG14 I Pour HVAC Slab on Deck Elv 126 05123 Install Roof steel Beams at Etv 4 30JUL14 04AUG14 Install Roof steel Beams MEN 126 05313 Install Steel Roof deck at Elv 3 05AUG14 07AUG14 Install Steel Roof deck at Elv 126 i 05323 Inst.Sll Roof deck over Ll Guage 5 25AUG14 29AU014 Inst SU Roof deck over Lt Guage Truss 05333 Roof Deck over Exist Over Bid 2 09SEP14 10SEP14 Roof Deck over Exist Over Bid Truss 05403 Erect Light Guage Steel 8 13AUG14 22AUG14 Erect light Guage Steel Trussess 05413 Lie Guage Sit Truss over Exist 3 04SEP14 OBSEP14 * Lte Guage Sti Truss over Exist Bldg Architectural r _ 07413 Metal Roof,Fascia,Soffit on 2 1 15 04SEP14 24SEP14 Metal Roof,Fascia,Soffit on 2 Story 07513 EPDM Roofing 3 O1SEP14 03SEP14 EPDM Roofing 07700 Instal Roof Access Hatch 1 04SEP14 04SEP14 Install Roof Access Hatch Stan Date 17MAR14 7�- -�/ Early Bar ROCK Sheet of 5 Finish Date 03FE615 �i--�Progress Bar Swank Enterprises _ Dale_ Revision _ Checked roved Data Date 174AAR14 — Run Date 09APR14 13:17 Critical Activity Rock Addition Classic Schedule Layout ©Primavera Systems,Inc. GENERAL SWANK ENTERPRISES/ CONTRACTOR PO.BOX 10007 SE 750 WE5T RE5ERVE DR. KALISPELL,MT. S9904-3007 4OG f 75 Z-5411 -FAX 756-8765 City of Bozeman Office of the City Clerk 121 North Rouse Avenue Bozeman, MT 59771-1230 Aft Chuck Winn Assistant City Manager Re: Swank Enterprises Proposal Police and Municipal Courts Building Dear Mr. Winn: It is our great pleasure and indeed an honor to submit our proposal for the position of Construction Manager for the New Bozeman Police and Courts Facilities. We have had the opportunity to study the proposed facility in depth and are excited to share our thoughts, ideas and insight on the 141n. We have substantial recent experience in building Police and Emergency Services facilities and have valuable information to bring to the table. This facility will be heavily used yet highly visible in the Community. Bringing together a balance of style and importance with security and durability will be key to its success. Thank you for your consideration and this opportunity! Sincerely, Dewey Swank Executive Vice President AN EQUAL OPPORTUNITY EMPLOYER