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CM/GC ServicesAgrium Build to Suit

at Rangeview V - CenterraLoveland, CO

Submitted byGH Phipps Construction Company

4800 Innovation DriveFort Collins, CO 80525

970.776.5500

March 14, 2016

COVER LETTER1

Cover Letter

March 14, 2016

Bill WellsMcWhinney2725 Rocky Mountain Ave., Suite 200Loveland, CO 80538

Re: Response to Request for Proposal Agrium Build to Suit at Rangeview V

Dear Bill,

GH Phipps Construction would like to thank you for the opportunity to submit our proposal for the CM/GC Services constructing the Agrium Build to Suit at Rangeview V.

Our proposal is based on the drawings prepared by RNL Design and their respective consultants as well as our assumptions as noted in our proposal clarifications found within the packet. Please see the summary of anticipated costs that outline our estimate for the proposed scope of work.

In today’s market, relationships are a critical key to the success of a project. Since the time GH Phipps was founded in 1952, we’ve developed a strong foundation of people that are networked across the construction industry. One of the most important pieces of properly aligning a project is subcontractor selection. The relationships we’ve established typically allow us to gain preferred pricing numbers for those that appreciate our approach to projects. During the preconstruction phase, we’ll qualify the local subcontracting community to ensure that the right subcontractors are allowed an opportunity to be a part of the team. When given the opportunity, GH Phipps also relies on our tremendously talented and experienced field craft. Our company has the ability to provide services including but not limited to Carpentry, General Labor, and Concrete Services.

As an employee owned company, each project member takes personal ownership of our projects ensuring that we deliver what we’ve promised while our craft takes pride in level of quality delivered in the field. While the nature of this Core & Shell project is relatively straight forward, we believe our team will aggressively strive to impress McWhinney throughout this process in hopes that a long term relationship can be established. Our team looks forward to interviewing with you on March 17th and hope we prove that we’re the best suited contractor to successfully complete this project with you and your team.

GH Phipps would again like to thank you for the opportunity to potentially be selected as your contractor. If we can be of further assistance or if you have any additional questions or concerns, please feel free to call.

Sincerely,

Tim HendricksProject Executive | General ManagerGH Phipps Construction Companies

GH Phipps Construction Companies4800 Innovation Drive

Fort Collins, CO 80525970.776.5500 PHONEwww.GHPhipps.com

McWhinneyAgrium Build to Suit at Rangeview V / Centerra

1

PROPOSED TEAMS2

1 Proposed TeamsInclude resumes of key staff members on your proposed team and an organization chart for the project. No substitutions will be allowed unless McWhinney approves a written request of a proposed substitution. Clearly identify the project manager, project superintendent and precon lead, their duration of employment with your company and previous projects completed as a team. For each of these persons, provide a narrative of their personal experience applicable to this project, including the position they held at the time of the project. Consider:

A. Site, McWhinney, and City of Loveland experience

B. Projects of similar size, project type, and scale

C. Coordinating Tenant Improvements with multiple design teams

Provide additional resumes for any additional staff members that you would propose to be added to the team if you were to be selected as the GC for the Tenant Improvements.

Tim Hendricks – Project Executive Tim has 26 years of varied experience and been with GH Phipps for 9 years. Tim’s main office location and home are in close proximity to the McWhinny office. He is located in our Fort Collins office and resides home in Windsor. His experience varies from a three (3) building JD Edwards Class A office complex ($24mil, $25.7 mil and $25.9 mil) to a 3-story office building in Boulder.

Gregg Doster – Project Manager Gregg has 27 years of construction experience and been with GH Phipps for 11 years. Gregg was the project manager for the McWhinney Flex R&D Building 1 and 2. Many of Gregg’s additional jobs are in northern Colorado including the Advanced Manufacturing Technologies building in Loveland.

Rober Spenhoff – Preconstruction Manager Robert has 19 years of construction industry experience and 6 with GH Phipps. Robert has worked on a number of class A office facilities in the capacity of Preconstruction Manager including a series of U.S. Department of State operations buildings, the corporate headquarters for Total Long-Term Care and a City North Office building in Phoenix.

John Ledingham - Project Superintendent John has 9 years of experience, nearly all with GH Phipps. Recent projects include large institutional projects for Colorado State University that included a high degree of quality and complexity. The Combined Laboratory Facility in Cheyenne, Wyoming was a facility with numerous “tenants” including Public Health and the Department of Criminal Investigations.

Please reference our organizational chart and team resumes on the following pages.

22McWhinney

Agrium Build to Suit at Rangeview V / Centerra

1 Proposed Teams22McWhinney


Tim Hendricks Project Executive

Project Engineer

Robert Spenhoff, LEED AP BD+C

Preconstruction Manager

John Ledingham

Project Superintendent

Project CoordinatorEstimating Staff

Gordon Slutsky

MEP Estimator

Dan Stansbury

Assistant Superintendent

Tradesmen

RNL Design

Gregg Doster

Project Manager

Subcontractors

SUPPORT STAFF

Doug Gross

Scheduling

Jeremy Hakes

Safety Manager

Gregg Behmer

BIM/VDC Manager

If GH Phipps is selected as the GC for the Tenant Finish, we propose to use our current staff. Our Assistant Superintendent, Dan Stansbury, will head up the Tenant Finish while John Ledingham completes the core and shell. Based on the schedule, timing and size of the TF package(s) we will consider the addition of another Assistant Superintendent (TBD).

EDUCATION & TRAININGB.S. Construction Management -

University of Nebraska

Army Corps of Engineers Quality Control for Contractors Certificate

EXPERIENCE26 Years Construction Experience

9 Years GH Phipps

Tim HendricksPROJECT EXECUTIVE

As Project Executive, Tim works to understand and identify the client’s vision and expectations. He works with the construction team in an effort to achieve or exceed all goals. Tim works closely with and provides support and guidance to the project team to facilitate planning, scheduling, and control of the project to ensure that it is completed on time and under budget. Tim will also facilitate proper preconstruction planning, in addition to open lines of communication during construction and efficient project closeout.

RELEVANT EXPERIENCE

2617 Broadway, Boulder, CO; $1.6 million, New Construction of a 3-story Office Building

Torrington Public Works, Torrington, WY; $1.1 million, Water / Meter Building, New Operations Building with separate pre-engineered metal building

Adjutant General’s Office, Cheyenne, WY; $264,887, Renovation of existing Office Space

Laramie Regional Airport, Laramie, WY; $2.5 million, Design-Build light industrial Flex Office Building

Uranerz Energy Corporation, Casper, WY; $1.5 million, Tenant Finish Build-out of existing pre-engineered metal building

Federal Bureau of Investigation, Quantico, VA; $29 million, Design-Build secured building

Laramie Regional Airport - FBO, Laramie, WY; $1.5 million, Addition and Renovation of the existing Aviation Terminal

Board of Public Utilities, Cheyenne, WY; $4.9 million, new steel structure frame building, with upgrades to parking lots

Sheridan Area Rural Fire Protection District, Sheridan, WY; $1.73 million, volunteer Fire Station, pre-engineered metal building, with finish of offices, lockers, and meeting spaces

City of Laramie Fire Station No. 3, Laramie, WY; $3.5 million, Fire Station with emergency response apparatus, firefighter living quarters, and public meeting area

JD Edwards, Denver, CO – $24 million, World Headquarters Building II – $25.9 million, World Headquarters Building III – $25.7 million, World Headquarters Building IV



EDUCATION & TRAININGM.S. Construction Management

-- Colorado State University

B.S. Construction Technology -- Central Connecticut State

University

Education Major -- Southern Connecticut State College


11 Years GH Phipps

Gregg DosterPROJECT MANAGER

As a Project Manager, Gregg is the single point of contact for the GH Phipps team. As such he is a vital team member, working closely with the Estimator and Superintendent during the preconstruction and construction phases of the project. Gregg has the ultimate responsibility to the client and GH Phipps for the completion of the project within the allotted time and budget.

RELEVANT EXPERIENCE

McWhinney, Loveland, CO; Flex R&D Building I & II; $4 million, designed to be flexible, accommodating 100% office, 100% warehouse, or any combination of the two. Site-cast, tilt-up concrete panels

WellDog Corporate Headquarters, Laramie, WY; $2.8 million, 19,000 SF office building, including a laboratory, light manufacturing and assembly area for measurement devices, and data center.

Collinwood, Fort Collins, CO; 14,800 SF remodel to convert a gymnasium into two floors of assisted living units (9 units in all).

Colorado Community Bank of Firestone, Firestone, CO; $915,000, 5,000 SF single-story bank facility; brick veneer with interior focused on red oack architectural millwork.

Platte River Power Authority, Fort Collins, CO; $501,000, 1,580 SF Design-Build tenant finish, adding a new telecommunication, IT, and NOC room in existing warehouse area. Pre-action fire suppression system and an onsite generator backup

Legacy Counters, Windsor, CO; $527,000, 11.775 SF Butler pre-engineered metal building to house offices and a shop area for counter top fabrication

Minitman Supply, Windsor, CO; $399,000, 6,000 SF pre-engineered metal building with CMU wainscot masonry exterior on the front facade. Houses office s and warehouse space, with a mezzanine for future expansion

Advanced Manufacturing Technologies, Loveland, CO; $1.1 million, 25,000 SF Butler pre-engineered metal building including an air conveyance system, a manufacturing floor, and offices



EDUCATION & TRAININGB.S. Environmental Design and

Architecture -- University of Colorado Boulder

Master’s Degree in Real Estate Development & Construction Management -- University of

Denver

Ongoing education related to the construction industry:

LEED AP BD+C

American Hospital Association AHA), Certified Healthcare

Constructor

American Society for Healthcare Engineering (ASHE), Healthcare

Construction Certificate

Associated General Contractors of Colorado, member,

Subcontractor Relations Committee

National Fire Prevention Association, Associate Member

Colorado Association for Healthcare Engineers and

Directors, Associate Member

Brighton School DIstrict 27J Education Foundation, Board

Member


6 Years GH Phipps

Robert SpenhoffPRECONSTRUCTION MANAGER

As a Preconstruction Manager, Robert provides our clients with accurate estimates, cost studies, experience, team participation and, above all, confidence and satisfaction with having selected GH Phipps. He will provide the field and office with timely and accurate information, reports and contracts assisting in keeping the project under budget and on schedule.

RELEVANT EXPERIENCE

City North, Phoenix, AZ – $2 million, Marketing Center, with build out – $42 million, Buildings A3-A6,Core and Shell

Total Long-term Care, Denver, CO; $8.8 million, Total Community Options Building (LEED Platinum), office building and corporate headquarters

Denver International Airport, Denver, CO – $500 million, South Terminal Redevelopment Project – $29 million, Concourse B Regional Jet Facility

Four Mile Historic Park, Denver, CO; $2 million, Education/Visitor Center

Bureau of Overseas Building Operations, U.S. Department of State – $82 million, United States Embassy, Berlin, Germany – $140 million, United States Embassy, Johannesburg, South Africa – $106 million, United States Embassy, Juarez, Mexico

U.S. Corps of Engineers, Omaha, NE – $35 million, Combined Arms Training Facility, Fort Carson – $25 million, Barracks Complex - O’Connell Boulevard, Fort Carson

United States Navy, San Diego, CA; $28 million, Naval Station San Diego Commissary

Anheuser Busch, Fort Collins, CO – $14 million, Unitank Building package – $10.5 million, Unitank and Schone Cellar

Hewlett Packard, Fort Collins, CO – $2.5 million, USEL Computer Room Renovation – $2 million, HSTD Computer Room Renovation

Cherry Hills Community Church, HIghlands Ranch, CO; $8.3 million, Atrium Addition & Renovation

MacKenzie House Development, Denver, CO; $45.5 million, MacKenzie Place at Ridgegate (Senior Housing Resort)



EDUCATION & TRAININGB.S. Construction Management

-- Colorado State University

ICC Class A Building Codes Certified

Ongoing education related to the construction industry:

- OSHA 30 Hour

- OSHA 10 Hour

- First Aid/CPR Certified, American Heart Association

- Journeyman Carpenter -- Southwest Joint Apprenticeship


8 Years GH Phipps

John LedinghamPROJECT SUPERINTENDENT

As a Project Superintendent, John has the responsibility of overseeing the total construction effort and ensuring that the project is constructed in accordance with design, budget and schedule. He supervises contractors and material suppliers to ensure compliance with their contract and is responsible for quality control and overall project safety. John will coordinate the construction of the project with the Owner and Architect.

RELEVANT EXPERIENCE

Colorado State University, Fort Collins, CO – $10 million, Animal Sciences Building Remodel and Addition – $42 million, Diagnostic Medicine Center, including Central Plant and Site

Utility Package

Combined Laboratories Facility, Cheyenne, WY; $38 million, Public Health Lab with BSL-3 areas, Crime Scene Lab, and Department of Criminal Investigation

Medical Center of Aurora, Aurora, CO; $2.2 million, Psychiatric Unit Renovation

Cheyenne Regional Medical Center, Cheyenne, WY; $195,000, CRMC Clinic Remodel

University of Denver, Denver, CO; $417,000, Centennial Towers Remodel

Denver Public Schools, Denver, CO; $250,000, Hallett Fundamental Academy

UC Health, Fort Collins, CO; $100,000, Family Medicine Center Walk-in Clinic



EDUCATION & TRAININGASHE Healthcare Construction

Certificate

Ongoing education related to the construction industry


10 Years GH Phipps

Dan StansburyASSISTANT SUPERINTENDENT

As an Assistant Superintendent, helps to Dan oversees the total construction effort and ensure that the project is constructed in accordance with design, budget and schedule. He supervises contractors and material suppliers to ensure compliance with their contract and is responsible for quality control and overall project safety.

RELEVANT EXPERIENCE

Medical Office Building at Dry Creek, Englewood, CO; $10M, multi-tenant building with two day surgery centers, MRI, plastic surgery practice, and a dental office

Medical Center of the Rockies Office Building II, Loveland, CO; $7.2M, second three-story multi-tenant medical office building, pedestrian walkway connects the office building to the five-story Medical Center of the Rockies Hospital

Medical Center of the Rockies Office Building I, Loveland, CO; $6.7M, Three-story multi-tenant medical office building, pedestrian walkway connects the office building to the five-story Medical Center of the Rockies

Harmony Imaging Center, Loveland, CO; $1.1M, tenant finish located inside the MCR Medical Office Building I and includes two x-ray rooms, one MRI room, medical gas system, ultrasound rooms, exam rooms, and offices

Heart Center of the Rockies, Loveland, CO; $680,000, tenant finish located inside the MCR Medical Office Building I includes offices and exam rooms

Pulmonary Center of the Rockies, Loveland, CO; $370,000, tenant finish located inside the MCR Medical Office Building I includes offices and exam rooms

Northern Colorado Brain & Spine, Loveland , CO; $430,000, tenant finish located inside the MCR Medical Office Building I includes a workout room, a nurse call system, and offices

Ambulatory Surgery Center, Fort Collins, CO; $3M, Remodel of a day-surgery and overnight stay facility

Thornton Spine Clinic, Thornton, CO; $8 million, medical office building included thirty exam rooms, a MRI, and a state-of-the-art auditorium linked to the medical training room. Auditorium was linked through live visual feeds fed from the four surgery rooms in the Ambulatory Surgery center, enabling up to 100 people to watch surgeries being performed

Surgery Center MOB, Bend, OR; $8M, two-story MOB with full second floor surgery center, four operating rooms, and twelve overnight stays, first floor included a rehabilitation pool, physical therapy clinic, a MRI, two X-ray rooms, and a full operational doctor office



SIMILAR PROJECT EXPERIENCE3

Similar Project Experience3Provide 4-5 examples of your firm’s and the proposed team’s recent Class A office experience, and provide a narrative of the unique issues that relate to office construction, and your team’s specific plan for managing those issues.

Unique Issues Related to Office Construction / Resolution

1. Class A office buildings often have a variety of tenants with unique cascading schedules. Start and completions dates that may be weeks or even months apart within the same building require HVAC, commissioning, and life safety planning that will efficiently and effectively provide for a partially occupied floor, while completing work on a final tenant. Our pre-planning teams include these trades in developing systems that work when areas of floors are completed at different times.

2. Class A offices have a higher degree of fit and finish in public spaces. Every detail of perhaps unique materials is investigated and often built in a Building Information Model (BIM) for constructability review and completeness. Visualization of outlets or life safety devices compared against material joints or “centers of wall” are critical in a Class A environment.

3. For build to suit Class A offices, our goal is to get out ahead of the tenant work wherever possible by knowing the floorplans and items of high quantity (such as light fixture types, doors/frame, and carpet) as early as we can to lock in the majority of the orders. The best results are found when we can finish a build to suit building from the top down. This flow of work naturally progresses down the building and out the front door. The benefit of higher quality without paying for repairs and protection of the finishes is inherent. If possible, we would hold off on the main lobby finishes in order to finish that area last.


Rangeview IVMcWhinney | Loveland, CO

Project descriptionThis project is part of the thriving Rangeview Office Campus, near amenities such as the UC Health - Medical Center of the Rockies. Mountain views are integral to the project, as is access to nature throughout the Centerra development.

• Three-story Class A office building • Core and shell project is located on 5 acres• Steel structure with masonry veneer and a metal mansard roof• LEED Silver certified core and shell construction

Similar Project Experience3McWhinney


Construction size:

82,381 SF

$5 million

Architect:

RNL Design Denver, CO

Flex Building R&DMcWhinney | Loveland, CO

Construction size:

64,000 SF

Building I: $1.3 millionBuilding II: $1.5 million

Architect:

Ware Malcomb Denver, CO

Project descriptionThis project includes two buildings designed and constructed to provide complete flexibility in use, whether office or warehouse. The Flex project is located in the Centerra development in Loveland.

• Either building can serve either purpose or serve any combination of the two

• Site-cast tilt-up concrete buildings have a 16-foot clear height• The two buildings are identical



Construction size:

90,000 SF$12.3 million

Architect:

Davis Partnership Architects

Project descriptionThis project was a three-story, 90,000 sf, core and shell addition to an existing building. The existing building and new building are connected at the first and second floors and meet at a circular atrium/entry space (existing space) that links the two structures to form an “L”. Concrete, reinforcing steel, structural steel, precast, glazing, mechanical, electrical, plumbing, and fire protection systems were modeled to fabrication levels of detail and utilized for model coordination. BIM modeling coordination was also used for exterior envelope quality control/detailing, clash detection with other systems, shop fabrication and field layout and installation. In addition, GH Phipps reconfigured the existing parking and added a new parking area, added stormwater detention and additional sitework. All work was completed while the existing building was fully occupied by a software company.

3333 Walnut St. - Rally SoftwareMAVDevelopment | Denver, CO



Northwestern Mutual West Denver OfficeWest Denver Financial Group | Denver, CO

Construction size:

19,581 SF$3.5 million

Architect:

Barker Rinker Seacat Architecture

Project descriptionThis 19,581 sf, build to suit, free standing office building included three levels with a lower garden level. Associated site work contained parking, pavements, landscape, irrigation, utilities, drainage, storm water detention area, retaining walls and small outdoor patio. The building incorporated caissons, steel, aluminum storefront and punched windows, horizontal fiber cement siding, and accent stonework. The interior included open and closed offices, conference rooms, cafe/bar room with stove, dishwasher, refrigerator, sink, training room, locker rooms and lobby with a fireplace. 1,000 sf is shell space for future expansion.





Project description

This 450,042-square-foot project eventually will add 150 beds in the East Tower. The same design and construction team was involved in building the hospital that opened in 2007. The East Tower is composed of a 10-story horizontal and vertical expansion. Upon opening, 94 new beds will be available for patient care, with 170,452 square feet of shelled space (floors 1, 2, 8, 9, 10) for later expansion.

The West Additions and Remodels include 12,038 square feet of additional space (a one-story and a three-story west expansion) and 89,985 square feet of renovated space in the existing Children’s Hospital Colorado. The East Tower, West Additions, and Remodels include space for the Maternal/Fetal Health Institute of Colorado Laboratory, Pharmacy, Center for Cancer and Blood Disorders, Orthopedics, Neurosciences, Digestive Health, Respiratory, PICU, CICU, CPCU, and NICU departments. The project was designed in Revit. Usage of the Building Information Model (BIM) included site logistics, estimating quantities, pre-approved shop drawings completed by design engineers, MEP coordination, mock-up review, and enclosure detail coordination. The East Tower was designed to be LEED Certified. The East Tower followed an aggressive schedule that had concrete and steel erection activities ongoing seven days a week. This aggressive schedule was executed to perfection, allowing the turnover of the East Tower Addition right on schedule.

Construction size:

450,042 SF New

$152 million

Architect:

H+L Architecture Denver, CO

East Tower Addition and RemodelsChildren’s Hospital Colorado | Denver, CO

PRE-CONSTRUCTION/PROCUREMENT4

Pre-Construction/Procurement4With Construction Documents not being fully developed, please provide your strategy to coordinate with the design team to ensure the budget is maintained. As our CM/GC partner and advocate, describe the process and steps your firm will take to mitigate the budget risk on this project, and clearly identify the process you would propose to utilize to procure the subcontractors in a competitive environment to reach the GMP. Identify your primary concerns with the budget/scope and how those primary risks should be managed. Include your approach to managing phased awarding of the C/S vs. TI scopes of work and how you will solicit subcontractor proposals and make awards specific to the TI’s.

Coordination with Design Team to Ensure Budget is Maintained Our experience has taught us that to be successful team members, participants must possess open and honest relationships with each other. These participants include owners, architects, contractors, subcontractors, engineers, consultants, and suppliers. Collaborative, integrated delivery processes require a new way of thinking about sharing in risks and rewards. We are all working for a common goal and utilize the best means and methods to accomplish the project.

Upon our team’s selection as the CM/GC, we will work closely with the Design Team and McWhinney to seamlessly integrate into the discovery and preconstruction process. Most of GH Phipps’ projects (80%) are CM/GC contracts that are completed in a teaming environment with our client resulting in successful project implementation and completion. Client Satisfaction typically requires more than simply performing the obligations that are spelled out in the contract. By developing a better understanding (before construction even begins) of our clients’ expectations and goals, we become a better partner. We take a systematic approach to learn about and respond to our clients’ needs by continually reaching out to solicit and compile direct, candid, and relevant feedback. Our top management is committed to allocating the necessary resources in order to properly evaluate the feedback, determine a plan of action, monitor progress, and continue to follow through, even beyond completion of construction.

Mitigation of Budget Risk GH Phipps will produce estimates and cost studies to meet the requirements for this project. It is important that we track and price each design change separately to assure that McWhinney gets the most value for the entire project. As a result, this project requires a special mindset and skill set of the estimator. Our Estimator, Robert Spenhoff, is very accustomed to this project approach, having worked on many projects during his career which required setting the GMP at the DD stage.

Each estimate is a cost-control mechanism in itself. Each scope item is priced based on the latest available documents and can be compared with the corresponding scope of the previous estimate. In this way, we readily identify any changes in project scope and potential variances from the established project budget.

Our first step will be to understand the goals, budget, limitations, and overall “vision” of the project. We will begin by holding a strategic planning meeting with the Team. During this meeting we gain the information we need to accurately price the project and identify budget controls for the project. This information helps us provide the guidance to the design team to produce a quality design within the funds allocated and avoid major redesigns and resulting


Pre-Construction/Procurement4McWhinney


schedule delays.

In addition, this process allows the project team to quickly consider multiple design alternatives and to balance the plethora of program “wishes” (e.g. aesthetics, LEED) with the target budget and schedule.

Our attention to accuracy in estimating at the DD stage of a project results in minimal variance between original expectations and realized final costs. This gives us and the owner the peace of mind that allows us to guarantee pricing at this stage of design. We then work proactively with the design team, owner, and subcontractors to manage these costs through the end of construction.

Since the cost of a project changes as the design changes, we believe the most effective way to stay “on course” is to constantly update the estimated project cost as decisions are made. This allows the Team to manage the cost of changes and schedule impacts to avoid unwanted surprises. A communication tool we use is the Cost Status Report. This report tracks all known and potential changes. Value engineering ideas and design changes are identified, categorized, priced and totaled to provide a “snapshot” of anticipated project cost. As the design progresses the Cost Status Report is reviewed/modified as required at preconstruction meetings. This tool is extremely useful in identifying outstanding cost issues, opportunities for savings and defining risks.



Constructability Review Process is Important During preconstruction, the constructability review is a valuable process in the project timeline. At GH Phipps we endorse the idea that constructability review is an ongoing process and not a one-time affair. We recommend that the process start as early as possible and be performed in a collaborative atmosphere with the Team. Our estimator, project manager and superintendent will all be engaged in the process. Our reviews are performed to assist in keeping the project within the target budget, as well as defining areas of risk in the design.

By continuously performing the constructability review, we are able to work on and maintain the value of the project by providing necessary information on products and market conditions.

Coordination with the Subcontractor Community GH Phipps will utilize its well-established subcontractor relationships to provide accurate estimates and specific expertise in key “budget-busting” trades, such as mechanical and electrical. As noted above we are ready to enter into a GMP at the DD stage. One of our risk transfer techniques is to award these key trades off the DD documents. This tactic provides a benefit to the Team as it enables us to effectively tap into subcontractor expertise and also to determine the condition of any critical long lead equipment. As a result we become an effective “design/assist” resource to the Team.

Delivering a project of highest quality is the goal of the GH Phipps team. This quality assurance begins during the preconstruction phase with the use of subcontractors qualified to perform the work. The subcontractor selection will be done so as to provide subcontractors that meet the specific needs of both the project and the tenant (e.g. a mechanical sub suitable for the Core & Shell package may be “overkill” for a tenant).

Detailed Bid Forms Minimize Gray Areas in Scope Another key component is communicating the scope clearly to the subs. We already mentioned constructability reviews, which play vital importance in this regard. In addition to a clearly-defined set of documents, we will also issue highly detailed bid forms, instructing subcontrac-tors of their precise scope and any sensitive site logistic requirements. This helps to greatly minimize gray areas between two trades so the scope of work is clearly assigned to the proper trade.

Smooth Transitions Control Cost Prior to award, our estimator, project manager and superintendent collectively meet with each subcontractor to both verify scope and to again communicate quality expectations. Finally, our estimator is responsible for buyout of all trades, something that is fairly unique to GH Phipps. We believe this approach is effective in ensuring a smooth transition from preconstruction stage to the construction stage.

At GH Phipps we know first-hand that successful projects require early, consistent involve-ment and input from the project manager. While the central player during preconstruction is our estimator it is important for us to point out that our Project Manager, Gregg Doster, is the single point-of-contact for GH Phipps throughout the entire project. Gregg brings a wealth of experi-ence and knowledge from his many years in the construction industry. Our proposed team understands the vital role that each of them play in the preconstruction, buyout and turnover process.



Subcontractor Procurement GH Phipps Construction Companies has developed the reputation for treating subcontractors with great integrity and fairness. Additionally, we have a working understanding of the capabilities and level of quality for most every subcontractor. We maintain a database of subcontractors, their area of work, size capabilities, and their performance rating on our past projects.

Our ongoing communication with our subcontractors and trade partners provides us with an understanding of which subcontractors are available to provide pricing and actually contract with us for our projects. We will typically only reach out to those subcontractors whose specific qualifications match the scope of work for this project. Each of those subcontractors is personally contacted by our preconstruction staff. By conducting this kind of personal outreach to key subcontractors, we can generate interest and enough coverage to obtain competitive bids for the project.

Primary Concerns with Budget/Scope The scope of work for this project is not a major concern for our team. The Rangeview V project concerns are more related to the logistics of working in close proximity to the Rangeview IV building and its occupants. Keeping the required separation between our construction team and the occupants is also the most important aspect of the project. That is why we are the contractor that should be your choice for completing this project. We have many years of experience working on occupied campuses. We understand the importance of keeping the occupants and visitors to the Rangeview IV project protected from the day to day construction aspects.

As for the budget, the main concern is the recent increase in subcontractor pricing. One of the main factors is the increased cost of their labor forces. With the amount of construction that is occurring the Front Range market, there are several subcontractors competing for reliable, skilled workers. This has required them to increase the amount that they are paying their workers in order to keep them. The other concern with subcontractor pricing is the increased amount of work that the subcontractors are procuring. Most of them have projects that have their workloads at capacity. This in turn has allowed them to increase the amount of fee they are able to include in the projects that they are pursuing. So, the budget may be at risk due to these factors. In order for our team to address these concerns, we need to get as many of the major subcontractors under contract as quickly as possible. This will allow us to lock in their labor rates and also allow us to secure a place in their work schedule.

Approach to Managing Phased Awarding of C/S vs. TI Scopes of Work With the limited amount of scope that overlaps the trades working on both the C/S and TI it is not a major concern managing the award of these scopes of work. Our approach to managing the award of these scopes would be to invite the subcontractors that are awarded the C/S scope to bid the TI scope along with a select group of other subcontractors within those trades. At this point, if the C/S subcontractor is close to the other bidders, we will review the pricing in a “Best Value” analysis, including discussions with the entire project team as to the



value the continuity will have during construction and post construction warrantee if the C/S subcontractor is awarded the work. Of course, if they are the low, qualified contractor, they would be awarded the project.

QUALITY & CONSTRUCTABILITY5

Quality & Constructability5The Owner will rely on our construction partner to provide design guidance and feedback regarding quality and constructability throughout the preconstruction and construction phases. Describe how your firm ensures both high levels of quality and constructability are maintained and what processes and tools you utilize throughout the process.

The best partner understands and acts in the owner’s interest. Our team will work most effectively when Goal definition and communication are understood.

Early goal definition We will establish great team working relationships amongst all parties including and not limited to McWhinney, Agrium, RNL Design, Interwest Consulting, AE Associates, APS, Fortis, Kumar & Associates, Box Studios, and Key Local subcontractors. We will also work to understand the main concerns of all parties in order to provide creative ideas and solutions to any concerns team members may have. For example, working with the team to determine the capacity of mechanical and electrical equipment for any possible future uses should be considered even though Agrium has a 15-year lease agreement. Our team will be aware of the needs of the developer compared to the initial tenant’s requirements.

Communication Communication is a very large part of the construction process and can never be overemphasized. By creating good, open working relationships with all the parties involved, (McWhinney, Agrium, design, subs and Authorities Having Jurisdiction) the project will be set up for success. This is done by talking on a regular basis to keep all abreast of construction activities and to find out what concerns they may have. In this way, we can immediately address those concerns and eliminate any worries regarding the construction processes. We require an orientation meeting for all construction workers as they arrive on site in order to cover safety, site logistics. This not only provides a safe project site, but also helps workers be invested in and take active ownership of the project they are working on.

Weekly meetings, as well as one-on-one conversations and job walks are important for the Superintendent and Project Manager to have with McWhinney and Agrium representatives to keep everyone informed. The Weekly Project Meetings are meant to be not only a time to report on the status of open items, but also a time when all key individuals are present to resolve issues and to make the decisions necessary to be proactive and keep moving the project and critical items forward.


Quality & Constructability5McWhinney


Quality We feel it is the responsibility of the CM/GC to provide and maintain an effective quality management program throughout the duration of the contract. GH Phipps has a well-developed quality management plan to compliment the construction effort by adhering to the contract documents and our customers’ high expectations. Our goal is to delineate individual quality management responsibilities, and instill the attitude that attention to quality and “right the first time” is the only acceptable performance. Personal accountability at every step is vital. We are committed to producing clean and error free projects, EVERY time. We will ensure that sufficient inspections, mock ups, and tests of all items of work, including that of subcontractors, will be performed to guarantee quality of materials, workmanship, functional performance, and conformance to the specifications and drawings. To meet our own stringent standards, we will insist on pre-punching the project with our staff prior to bringing in the County staff and the Architect. Any aspect of the project that does not meet our complete satisfaction will be corrected before the Owner is asked to inspect. GH Phipps will meticulously complete all of our punch list items and closeout materials as quickly as possible to assure McWhinney possession of their facility as scheduled.

Construction Planning and Supervision: Our construction planning is structured to allow workers to “hit the ground running” when construction commences. It incorporates a phasing strategy to identify and coordinate the critical activities with a minimum of disruption to the surrounding site. In addition, a comprehensive safety program is integral to all elements of our construction planning and supervision.

Also at this point in the design phase, GH Phipps – in conjunction with your staff – prepares a master site use plan delineating such features as construction delivery points, staging areas, trailer compound location and construction worker parking.

Constructability During preconstruction, the constructability review is an extremely valuable process in the project timeline. At GH Phipps we endorse the idea that constructability review is a process and not a one-time affair. We recommend that the process start as early as possible (i.e. the Schematic Documents) and be performed in a collaborative atmosphere with the Team. Our estimator, project manager and superintendent will all be engaged in the process. With design progression the level of detail of our review becomes more detailed and more effective. With each issue of documents, our reviews are performed to assist in keeping the project within the target budget. Given the short timeline between award and groundbreak, having effective preconstruction meetings will be even more critical on this project than normal.

During the design phase, from schematics through final construction documents, we are able to work on and maintain the value of the project by providing necessary information on products and market conditions.

Technology Web-Based Management System: Fast and accurate communication is essential for success. While face-to-face, co-location of the primary team members will be one method to increase the communication a second method is through real time reporting and web-based



communication. GH Phipps utilizes CMiC and an in-house interface called Phipps Information Xchange (PIX), which are web-based project management tools. Access to these tools are given to all project team members so that RFI’s, as-builts, change documents and schedules can be accessed and processed in a timely and effective manner.

BIM technology (3D modeling) can be used for numerous activities including mechanical and electrical layout, prefabrication of construction units, mechanical and electrical overhead interference correction, layout of rooms in 3D, etc.

We use a robust PDF reader called Bluebeam for updating of drawings and specifications. The Bluebeam technology is used to create a “live” document set that incorporates the most current project information such as RFI’s, drawing revisions, shop drawings, and addendums. These documents are excellent during close-out as-builts and O&M’s so that information is right at the team’s

Between PIX and CMiC all parties can have instant access to project information anytime, anywhere. The features of this program include:

• Manage all communications with vendors during the preconstruction process

• Track and create unlimited meeting minutes

• Manage all project contacts

• Records and monitors all communications where a response is required

• Manages the entire RFI process

• Receive proactive alerts based on actionable items and personal exception criteria

• Perform ad hoc information requests

• Create unlimited contact distribution lists by project

• Track unlimited document notes, markups and revisions

• Store vendor, customer, internal and miscellaneous contact information by project or across projects

• Deliver transmittals through the collaborative website with all associated attachments

• Allow stakeholders to collaborate on the submittal process



GH Phipps BIM Modeling Capabilities: We have learned over recent years the true value of technology only comes when we understand the client’s needs. As with any industry, game changing technology such as BIM, has a tendency to move faster than the understanding of real, practical needs and applications of the technology. This is where we focus – understanding your needs and how the latest technology will assist us in meeting your needs.

We have worked with several BIM capable design teams and they have experienced tremendous value from implementing BIM for their design uses. These come with clearer understanding and communication, quicker turnaround times, higher quality, better coordinated buildings, more effective communication with entire team.

Our collaboration with the Owner, design team, design team engineers and subcontractors have allowed our most robust, and valuable BIM integration on these projects. We have been able to utilize 3D modeling and BIM to support project estimates, evaluate site logistics, animate project schedules, visualize specific construction work, and clash detect building systems. These virtual construction analyses have allowed us to provide project input earlier than with traditional methods. As a result we have been able to identify conflicts and recommend alternatives while the cost benefits to the project can still be realized.

The real opportunity for “true” BIM implementation has existed in the organization of an integrated BIM capable project team; architect, contractor, and owner at a minimum. This is a group effort and will determine the value of implementing BIM for the Rangeview V project. These key stakeholders should meet at project inception (or as early as possible) to discuss project BIM execution; determine BIM goals and uses, map out details of model progression and data exchange, define BIM deliverables, and include contractual language that will support this process. Our goal is to provide you with the greatest return on your investment in BIM, from an evolving composite model throughout the entire lifecycle of the facility.

Cost6A. Pre-Construction: It is assumed the selected CM/GC will perform preconstruction services at no cost to the Owner.

Acknowledged

B. Preliminary Budget for the project: Per the attached Cost Summary, please fill the cost summary out in full. Your cost budget will establish the GMP expectation amount for the project(s) if your firm is selected. Please provide the entire cost breakdown on the attached cost summary sheets -- any other form will be accepted as a supplement only. Please note the Alternate Line Item in the two cost summary sheets for your firm to construct the core/shell and the TI’s concerrently. You may utilize feedback from certain key subcontractors to create your budget, but it must be represented to them that this is simply a budgeting exercise and awards will not be made at this time. Please do not send this out to multiple subcontractors in each scope section as we do not want to mislead or lose faith in the subcontractor community related to this project.

Please see attached.

C. Include detailed line item breakouts for the following: General Conditions Costs, General Requirements Costs, Fee (as a percentage). Overhead and Profit will be based on the cost of the work. Fee on fee calculations will not be allowed, and Insurance (BR, and All Other) Costs. Provide detailed information of how Builders Risk and General Liability insurance will be priced. Owner reserves the right to provide the Builders Risk insurance. Firms shall submit and be willing to commit the FIXED cost for General Conditions/Requirements for the entire project duration. Duration shall be based on the contractor’s proposed Schedule. Also provide, with the same level of detail, the General Conditions, General Requirements, and Fees related to the Tenant Finish portions of the work. Please fill out the attached General Conditions Matrix that aligns with your line item summaries.


D. Burdened hourly labor rates for all General Contractor personnel involved in the project, including laborers.


E. ALTERNATE PRICING: Please provide pricing broken out for the additional parking lot drawing in the RFP package. Include final grading, asphalt, curb/gutter, site lighting, an allowance for minimal underground drainage (the majority of the parking lot will be surface drained), and the landscaping. Exclude perimeter sidewalks and streetscape (budgets to back of curb/gutter). Construction of the area shown on the plan will be a “semi-temporary” state with reduced landscaping, subgrade prep, and asphalt cross sections. Please clarify your pricing.

Included with 6.B.


Rangeview V - Core and Shell and Sitework Budget 120,397

Cost Summary Sheet GENERAL CONTRACTOR: GH Phipps Construction Companies Gross S.F.

Division # Description Total $/sf Subcontractor Name

1 General Requirements $581,731 $4.832 Sitework

2.1 Earthwork $390,735 $3.25 JD Enterprises2.2 Utilities $0

2.3 Site Concrete $82,928 $0.69 ColoScapes2.4 Landscape and Irrigation $95,694 $0.79 Bath Landscape2.5 Misc Sitework $138,520 $1.15

3 Concrete3.1 Foundations $859,015 $7.13 ColoScapes

3.2 Slab on Grade included3.3 Decks included

3.4 Misc Concrete - Caissons $259,578 $2.16 ColoScapes4 Masonry

4.1 CMU and Brick $576,261 $4.79 Dons Masonry4.2 Stone N/A

5 Metals $2,142,700 $17.80 Front Range Steel5.1 Metal Panel N/A

6 Woods & Plastics $20,000 $0.17 GH Phipps

7 Thermal & Moisture Protection $1,259,408 $10.46 Various Subcontractors8 Storefront Doors, Windows, and Curtain Wall $639,240 $5.31 Commercial Glass

8.1 Doors $60,500 $0.50 Colorado Doorways9 Finishes $1,137,922 $9.45 Phase 2 Company

10 Specialties10.1 Specialties $112,246 $0.93 Various Subcontractors10.2 Monument Sign - including base/structure See Alt #2

10.3 Building Mounted Signage (2 each) See Alt #210.4 Interior Code Signage $10,445 $0.09

11 Equipment11.1 Security System (head-end equipment to serve TI) N/A w/ TI

11.2 Appliances N/A12 Furnishings

12.1 Mini Blinds at all exterior windows See Alt #14

13 Special Construction N/A14 Conveying Systems $230,000 $1.91 Thyssen Krupp15 Mechanical

15.1 Plumbing $288,806 $2.40 Linds Plumbing

15.2 Fire Protection $190,000 $1.58 Flow Fire15.3 HVAC $991,553 $8.24 Kuck Mechanical15.4 Misc Mechanical N/A

16 Electrical

16.1 Building Electrical $673,459 $5.59 IES Electric16.2 Site Electrical $0 $0.0016.3 Misc Electrical N/A

CORE & SHELL SUBTOTAL $10,740,741 $89.21

Permits & Plan Check Fees by Owner

Performance Bond See Alt #10

Cost Summary

Insurance - Builders Risk $0 $0.00

Insurance - General and Excess Liability $95,049 $0.79OH&P $332,794 $2.76

CORE & SHELL TOTAL $11,168,583 $92.76

ALLOWANCES N/A

Total Core/Shell and Sitework Base Proposal $11,168,583 $92.76

ALTERNATES

1 Add- Allowance for Building Upgraded Entry 3/4" Arriscraft Limestone $75,210 Area to be determined2 Add - Allowance for monument sign (power, structure, signage). Will also include two building mounted signs. $40,000

3 Add - LEED Gold C/S Contractor Services $65,286

4 Add - LEED Gold TI Contractor Services N/A

5 Alternate - Change from stacked storefront to curtain wall at Entries, and two Corners Included Need clarification to confirm6 Add - Rear Second Entrance to Elevator #2 (all elevators to be budgeted for 150fpm minimum) $21,936

7 Add- Contractor Provided SWPPP Included

8 Alternate - Demo Existing Parking Lot and Storm Sewer $26,1159 Add - snow guard above entries for sloped roofs $10,446

10 Add - Payment and Performance Bond $58,740

11 Add - Winter Conditions - Temp Heat and Protection $120,000

12

13

Deduct - If awarded the tenant finish contract in conjunction with core & shell, provide cost

savings for consideration ($26,115)14 Add - window coverings at all windows (1" miniblinds) $47,00615 Add- 4th plumbing riser $7,83416 Add - split system for fire pump room $9,40117 Add - 100 gal hot water heater $10,44618 Add - 10 gutter drains at mansard roof gutters $20,89219 N/A per Addendum 2 $020 Delete - Canopy Trellis's at Entries shown on S103 ($14,415)

Contractor Additional Deducts/Alternatives can be listed in this area. $0

TOTAL WITH PENDING ALTERNATES $11,641,366

Breakout Pricing - scope/costs are included in above total base proposal amount

1 Transformer, gas meter, irrigation controller move at RVIV without major service interruption $48,000 $0.402 Perimeter drain referenced in soils report $52,000 $0.433 $0 $0.004 $0

Desc Quan Un Total $/Un

Rangeview V GHP Part of Book 120,397 SF

General Requirements 120,397 SF

Administrative Requirements 56 WK

Project Director 56 WK 22,058 393.89

Operations Manager N/A WK

Senior Project Manager N/A WK

Project Manager 56 WK 89,880 1,605.00

Assistant Project Manager N/A WK

Project Engineer 56 WK 63,911 1,141.26

Project Field Engineer N/A WK

Project Coordinator 56 WK 20,819 371.76

BIM Manager DCOW WK

Project Mechanical & Electrical Coordinator 2 WK 6,705 3,352.52

Contract Buyout 1 WK 3,017 3,016.97

Project Cost Engineer N/A WK

General Superintendent DCOW WK

Project Senior Superintendent N/A WK

Project Superintendent 56 WK 171,659 3,065.34

Assistant Superintendent 28 WK 91,066 3,252.37

Building Superintendent N/A WK

Project EEO/Environmental Officer N/A WK

Project Driver (deliveries etc.) N/A WK

Vehicles and Fuel - Ledingham (incl in Dan's Rate) 56 WK 23,047 411.55

Travel N/A WK

Subsistence N/A WK

Project Scheduler 56 WK 12,671 226.27

Project Photos N/A LS

Reproduction and Coordination Drawings 1 LS 533 532.75

Total Administrative Requirements 56 WK 505,365 9,024.38

Temporary Facilities and Controls 56 WK

Temporary Electric to Site DCOW LS

Temporary Electric in Building DCOW SF

Electrical Utility Costs by Owner MO

Temporary Heating Cooling and Ventilating by Owner MO

Fire Watch N/A WK

Temporary Natural Gas by Owner MO

Temporary Lighting DCOW MO

Install Telephone/T1 Lines 1 LS 500 500.00

Telephone/ T1 Charges 13 MO 3,900 300.00

Wireless Cards N/A MO

Temporary Water-- Trailer 13 MO 975 75.00

Office Trailer 13 MO 5,980 460.00

Tattletale/ Trailer N/A MO

Tattletale Monthly Monitoring N/A MO

Semi-Trailer N/A MO

Conex 13 MO 1,300 100.00

Set Trailer - Phipps 1 EA 2,856 2,856.25

First Aid 1 LS 533 532.75

Sanitary Facilities 39 MO 4,290 110.00

Field Office Equipment Rentals 13 MO 5,200 400.00

Field Office - Office Supplies 13 MO 2,078 159.82

Access Roads N/A LS

Full Detail Report

McWhinney

Agrium at Rangeview 5 Core/Shell Project # 16P0101

March 14, 2016

- 1 - 2:19 PM

Desc Quan Un Total $/Un

Full Detail Report

McWhinney

Agrium at Rangeview 5 Core/Shell Project # 16P0101

March 14, 2016

Haul Routes N/A LS

Parking Areas DCOW LS

Traffic Control & Barricades DCOW WK

Construction Fence Install/Remove DCOW LF

Construction Fence Rental .20/lf/mo DCOW LF

Security Measures N/A WK

Protection of Adjacent Construction DCOW LS

Project Identification 1 LS 1,231 1,231.40

Total Temporary Facilities and Controls 56 WK 28,843 515.06

Execution Requirements 56 WK

Surveying DCOW LS

Layout Building DCOW WK

Layout Site DCOW WK

Interior Layout DCOW WK

Blue Beam 1 LS 2,500 2,500.00

General Cleanup Building DCOW WK

General Cleanup Site DCOW WK

Dumpster - Trailer Only 13 MO 3,250 250.00

Snow Removal DCOW MO

Final Cleaning Building DCOW SF

Final Cleaning Site DCOW WK

Safety Construction (Not First Aid) 56 WK 31,990 571.25

Temporary Fire Extinguishers 45 EA 9,783 217.40

Competent Person N/A LS

On Site Safety Specialist included WK

Total Execution Requirements 56 WK 47,523 848.62

Total General Requirements 120,397 SF 581,731 4.83

Total Rangeview V GHP Part of Book 120,397 SF 995,102 8.27

Total Direct Costs 120,397 995,102 8.27

- 2 - 2:19 PM

GH Phipps Construction Companies

Labor Hourly Rates McWhinney Real Estate Services

Rangeview V at Centerra

Page 1 of 1

As of the date of this contract, the following is a summary of agreed to burdened labor

rates for personnel assigned to this project.

Title Wage

Operations Manager 122.56

Sr. Project Manager 105.41

Project Manager – Greg Doster 70.29

Project Engineer 53.33

Project Coordinator 43.43

Field Operations Manager 116.01

Superintendent – John

Ledingham

75.99

Superintendent – Assistant –

Daniel Stansbury

71.62

M&E Coordinator 78.33

Scheduler 70.49

**Base Wage is calculated based on 1,840 Hour year.

Title Rate

Laborer 32.74

Laborer Foreman 38.38

Carpenter 45.51

Carpenter Foreman 51.39

Carpenter General Foreman 55.24 \\fs\wagerates\exhibits\exhibit h 2016 01 26 adams state east campus.docx

Overtime rates are calculated at 1.5x of totals noted above.

Double time rates are calculated at 2.0x of totals noted above.

MISC. PROPOSAL REQUIREMENTS7

Misc. Proposal Requirements7A. Include a completed GC/GR Matrix with cost responsibility clearly identified as provided as Exhibit E.


B. Identify any value engineering ideas that your firm, or your proposed subcontractors, would propose or entertain.


C. Please provide any clarifications necessary to clearly define your inclusions and exclusions. Also clearly identify, by referencing section numbers, any issues that your firm has with the proposed contracts, general requirements, or insurance requirements. These contracts will be modified specifically for this project, but the general terms and business points will remain.


D. Provide a complete list of any issues or perceived unknown conditions which may affect schedule, cost and quality based on your review of the contract documents (including any exceptions or concerns with the proposed contracts). Contractor is required to visit the site, and understand the building processes, regulations, and ordinances in the City of Loveland, that are applicable, prior to submitting a bid. CM/GC must also identify, in their proposal, any conditions on the site that are in conflict with the DD documents, as well as any discrepancies internal to the DD documents themselves so that the Owner has the chance, prior to awarding the project, to clarify. Also, a CM/GC should include any conditions or concerns that would apply if they were not selected as the CM/GC for both projects.

With 7.C.


EXHIBIT E

General Conditions Matrix

GH Phipps Construction Comapnies

Rangeview V RFP

March 14, 2016

Description

Overhead

and Profit

Fee

Fixed

General

Conditions

Owner

Cost

Cost of

Work

Not

Included Comments

Personnel

General Superintendent X

Superintendent X

Asst. Superintendent X

Carpenter Foreman X

Project Manager X

Asst. Project Manager X

Field Engineer X

Project Coordinator X

Project Accountant X

Safety X

Quality Control/Punchlist X

Carpenter X

Laborer X

Construction Services

Personnel Safety Equipment X

First Aid Supplies X

Fire Extinguishers X

Security - Guard/Watchmen X

Weekly Clean Up X X

Final Cleaning (ext and int) X

Final Clean Windows X

Temp. Site Fencing X

Barricades X

Safety Nets/Apparatus X

Dumpsters X X

Dust/Infection Control X

Telephone/Computer Service X

Temporary Toilets X

Temporary Protection X

Material Storage Trailer X

Drinking Water X

Field Trailer/Office X

Field Copier and Fax X

Field Office Telephone Equip X

Field Office Computer X

Trailer Utility Cost X

Jobsite Utility Cost X

Temporary Heat X with Alternates

Weather Protection X with Alternates

Project Signs X

Page 1 of 2

EXHIBIT E

General Conditions Matrix

GH Phipps Construction Comapnies

Rangeview V RFP

March 14, 2016

Equipment Fuel X

Equip. Maintenance Repair X

Jobsite Vehicles X

Temp Lighting X

Small Tools X

Reproduction and Printing X

Sustainability Documentation X with Alternates

O&M Manuals X

Record Drawings - disk & hard copy X

Progress Photos (weekly)- JPEG X

Progress Schedule - monthly X

QC/Material Testing X

Concrete Slab Moisture and pH Testing X

Material Testing Allowance X

Two Year Warranty X

Mockup Panel X

Permit and Fees X

Plan Check Fee X

Building Permit Fee X

Use Taxes/Sales Taxes X

FAA Crane Permit X

Builders Risk Ins. X

General Liability Ins. X

Excess Liability Ins. X

Payment/Performance Bond (if req'd) X with Alternates

Page 2 of 2

Qualifications and Clarifications Rangeview V Core/Shell March 14, 2016

Exclusions

1. The following fees are not included in our proposal:

a. Utility development/tap fees. b. Architectural and engineering fees. c. Testing services. d. Peer review fees. e. Excise taxes.

2. The following costs are not included in this estimate:

a. Asbestos abatement or removal of any other hazardous materials. b. Costs associated with moving or relocations of people or equipment. c. Cost of Performance and Payment Bonds (provided as an additive alternate). d. Cost of drawing reproduction for estimating bidding, and construction.

General/Division 1

1. We have not included any costs for Tenant Improvement work as this will be part of a separate

pricing effort.

2. All electric, water and gas consumption charges during construction are not included and

assumed to be by Owner.

3. We have included roofing at an allowance of $11.00/SF as the specification does not clarify what

roof system to include.

4. We are not including the exterior 1” insulation as this detail needs additional clarification.

5. All horizontal louver blinds are assumed part of the future TI package.

6. The generator and ATS are both assumed to be by Owner and not included in our pricing as

these were not indicated on the drawings. If required, add $100,000 to our pricing.

7. Access control system, security system and all low-voltage systems to be by others. We have

included rough-in only.

8. We have included re-work of branch site lighting and removal of 2 poles where Rangeview 5 pad

is located.

9. Phone conduits are assumed to be 100 feet to Ped (Ped not shown).

10. We have not included feeders to generator.

Company Date Page 2

Value Engineering

1. Replace four (4) smaller Rooftop Units with two (2) larger RTUs: Deduct $100,000

2. Bring north entrance elevation flush with building plane and eliminate recess, thereby capturing

800+ SF of net rentable space (there are numerous ways to design the skin in this option so it is

difficult to price all options, but it is basically a no-cost change).

3. Bring south entrance elevation flush with building plane and eliminate recess, thereby capturing

500+ SF of net rentable space (there are numerous ways to design the skin in this option so it is

difficult to price all options, but it is basically a no-cost change).

SUBCONTRACTORS8

Subcontractors8A. Provide a list of the subcontractors that you are confident would provide a bid for the project(s) upon 50% completion of the CD’s, and briefly define your prequalification process. Clearly identify your mark up for change orders, including insurance. If not clearly identified, it will be assumed that the fee for change orders will be equal to base bid in your cost summary. Additional General Conditions will not be approved with Change Orders unless a schedule extension is required based on the critical path, or if the Owner/CM/GC agree that additional work related to pricing/management validates increased General Conditions.

GH Phipps Construction Companies has developed the reputation for treating subcontractors with great integrity and fairness. Additionally, we have a working understanding of the capabilities and level of quality for most every subcontractor. We maintain a database of subcontractors, their area of work, size capabilities, and their performance rating on our past projects.

Prequalification: Because our success depends on up-front knowledge and understanding of the risks a subcontractor could pose (i.e., financial stability, bonding capacity, safety record, etc.), we have developed an extensive electronic prequalification system that can be remotely accessed via our website at www.ghphipps.com. This allows us to determine whether it is prudent to invite the firm to participate in this particular project.

We typically advertise the project and invite subcontractors and suppliers interested in bidding on the project to submit qualifications demonstrating their capability to perform on the project. We review safety performance, financial statements, current workload, future backlog, etc. to ensure we are prequalifying quality trade partners that are going to make each project a successful one.

Highly detailed bid forms: One of the services which we offer to our clients, which very few other contractors provide, is the use of highly detailed bid forms. These forms identify the work required for each subcontractor on a line by line basis to eliminate “gray” areas and thus eliminate many change orders. We have been using and refining the use of bid forms for the past twenty years for our negotiated clients and have had exceptional results in terms of cost, quality and schedule control.

Bid Openings: Once the project has been bid out, we are able to hold either public or private bid openings, depending upon the Owner’s desire. Once again, our commitment to you is to provide the most competitive price possible through competitive bidding, while minimizing the potential for change orders during the construction process. Prior to bidding, we prepare a very specific and comprehensive list of qualifications, clarifications, scope inclusions/exclusions, and guidelines to be included.

OUTREACH ACTIVITIES GH Phipps will hold a pre-bid conference(s) and solicit proposals in order to maximize interest through our outreach efforts. Subcontractors that have already been prequalified will receive information regarding bidding opportunities. In addition to advertising to solicit interest in the project, qualified subcontractors whose specific qualifications match the scope of work will be contacted by our preconstruction staff. Our recommendation is to do this during the design phase in order to get maximum input from subcontractors on potential Value Analysis and Constructability issues. By conducting this kind of personal outreach to key subcontractors, we can generate interest and enough coverage to obtain competitive bids for the project.


Our change order markups are as follows: we suggest utilizing the industry standard 10% plus 5% for subcontractors and 3.5% for Phipps’ markup.

Subcontractors8McWhinney


Project:Agrium at Rangeview V:Qualified ‐ List All

3/14/2016


Group By Company Name

03 10 51 ‐ Vertical Forming / FlatworkAP Construction, Incorporated

B2 Construction Corporation

Coloscapes Concrete, Incorporated

Elevated Structural Decks Inc. ‐ ESD

GH Phipps Concrete Services

Marvel Concrete, Inc.

Pierson Concrete

04 20 00 ‐ Masonry A.P. Eberlein Company Incorporated

Berich Masonry, Incorporated

Del's Masonry Incorporated

Eatherton Masonry, Incorporated

Gallegos Masonry

Pearson Masonry Company

QM Company

Soderberg Masonry, Incorporated

05 10 00 ‐ Structural SteelFront Range Steel

Barton‐Steel Star Corporation

Drake Williams Steel

Puma Steel

RK Specialties

St. Thomas Steel, Incorporated

Vulcraft

Zimmerman Metals Inc

06 41 00 ‐ MillworkFoothills Custom Cabinet

JDI Ventures, Inc.

JK Concepts Inc.

LA Woodworks Inc

Modern Fixture Company Incorporated

The Shop Inc

The Top Shop, Inc ‐ American Cabinet & Flooring, Inc.

Unique Woodworking

Wood Technology

07 24 00 ‐ Exterior Insulation & Finish Systems (EIFS)Advanced Stucco Design, inc

Big Horn Plastering

D&H Plastering Co. Inc.

Hulm Construction

Page 1 of 5


3/14/2016


Group By Company NameMetro Construction

Metro Interiors, Inc.

Monarch Stucco, Incorporated

Petrochem

Western Sky Construction inc

07 41 13 ‐ Metal / RoofingArapahoe Roofing & Sheet Metal

B & M Roofing Of Colorado Inc.

Bauen Corporation

Black Roofing Inc

Gen3 CO,LLC

Tecta America Colorado LLC

07 81 00 ‐ Applied FireproofingAbsolute Caulking & Waterproofing, Incorporated

Andrex Insulation, LTD

Rolling Plains Construction

USI Herblan Insulation Co

08 11 00 ‐ Doors & FramesArchitectural Concepts, LLC

Architectural Doors Inc

Builders Glass

Collins Door & Hardware Inc ‐ CDH

Colorado Doorways, Inc.

08 80 00 ‐ Glass & GlazingColorado Window Systems, Inc.

Cutting Edge Glass Inc

Denver Glass Interiors Inc

EAP Glass, Inc.

El Paso Glass Denver

Front Range Window and Door

Harmon Inc.

JR Butler Inc

Metropolitan Glass Inc.

09 21 17 ‐ Drywall / AcousticalB2 Construction Corporation

Copper Spring Solutions, LLC

Delmc Builders Inc

Delta Drywall Inc.

E&K of Denver

Fossil Creek Drywall

Four Star Drywall

General Connections, Inc.

Page 2 of 5


3/14/2016


Group By Company NameMidwest Drywall., Inc.

Phase 2 Company

Western Drywall, Inc.

09 30 00 ‐ Ceramic & Flooring5280 Contract Flooring

Gary Leimer Inc

Guys Floor Service Inc

Holligan Tile Marble

Next Generation Surfaces LLC

Resource Colorado

09 90 00 ‐ PaintNational Coatings, Inc

Pat's Painting LLC

Perfection Painting Company

Phase 2 Company

Pinnacle Pro Painting

S&W Painting and Decorating, Incorporated

Shamrock Painting, Incorporated

The Craftsman Painters Decorators, Inc.

14 20 00 ‐ Elevators

Kone Elevator

Otis Elevator United Tech

Schindler Elevator Corporation

Thyssenkrupp Elevator

21 00 00 ‐ Fire Sprinklers & SuppressionABC Fire Protection Incorporated

Fire Protection, Incorporated ‐ FPI

Freedom Fire Protection, LLC

Front Range Fire Protection, Incorporated

Frontier Fire Protection LLC

L. Nothhaft & Son Fire Protection

Western States Fire

22 00 00 ‐ Plumbing/Prime MechanicalCorman Mechanical Contractors Inc.

Lind's Plumbing and Heating, Inc.

Strait Mechanical

The Plumbing Company

Tipton's Plumbing Mechanical

Wray Plumbing Heating, Co.

Page 3 of 5


3/14/2016


Group By Company Name

23 00 00 ‐ Heating, Ventilating, And Air Conditioning (hvac)Air Comfort Inc

Horizon Mechanical Solutions DBA Horizon Sheet Metal Inc.

Parker Sheet Metal Inc

Poudre Valley Air Inc

Wray Plumbing Heating, Co.

26 00 00 ‐ Prime Electrical ContractorAccent Electrical Services

Benchmark Electrical Solutions Inc

Bergelectric Corporation

Braden Electric

Dynalectric Company

E Light Electric Services, Inc.

Kenny Electric

Malm Electrical Contractors, LLC

Weifield Group Contracting LLC

31 20 00 ‐ EarthworkAmerican Civil Constructors Inc

Arnolds Custom Seeding

Badger Excavating

Belair Sitework Services

C & L Water Solutions, Inc.

Connell Resources, Inc.

Denver Aggregate, LLC

Don Kehn Construction, Incorporated

Dunrite Excavation, Incorporated

Duran Excavating, Inc.

Dyer Construction Company

Gerrard Excavating Incorporated

Western States Reclamation

32 12 00 ‐ Asphalt PavingAggregate Industries, Incorporated

Black Gold Construction

Brannan Sand and Gravel Company, LLC (Supplier)

Colorado Asphalt Services Inc. ‐ CASI

Connell Resources, Inc.

Don Kehn Construction, Incorporated

Martin Marietta Materials Incorporated

P & H Equipment

32 90 00 ‐ Landscape & IrrigationAJI Fence ‐ Arrow J Landscape & Design, Inc.

All Phase Landscape

Page 4 of 5


3/14/2016


Group By Company NameBath Landscape Design

Belmire Sprinkler & Landscaping, Incorporated

Colorado Designscapes Inc

Continental Hardscape Systems, LLC

Custom Environmental Design LLC

Custom Landscapes of Colorado, Incorporated

L&M Enterprises Inc

L.I.D. Landscapes

Rocky Mountain Landscaping

Rocky Ridge Nursery & Landscape LLC

Western States Reclamation

Page 5 of 5

PROJECT SCHEDULE9

Project Schedule9Provide a detailed project schedule for the project identifying all critical/milestone dates for the Core & Shell and Sitework. Clearly identify the number of weather days built into your schedule. Also provide a schedule related to the Tenant Improvements (assuming an 80% open office, 20% closed office, and 20,000 sf of conference/lounge areas) which is coordinated with your Core/Shell schedule. McWhinney understands that the Tenant Improvement schedule, if two different CM/GC’s were selected, may need to be adjusted to accommodate two different CM/GC’s on the project.

Please reference our detailed project schedule for the project on the following pages.


# Activity ID Activity Name RMNG DUR

Start Finish

1 Rangeview V - DD Schedule Weather DelaysRangeview V - DD Schedule Weather Delays 323 15-Feb-16 A 15-Jun-17

2 PRECONSTRUCTIONPRECONSTRUCTION 30 15-Feb-16 A 22-Apr-16

3 P1.1000 Prepare & Submit Proposal 1 14-Mar-16 14-Mar-16

4 P1.01010 Review Proposals and Select GC 9 15-Mar-16 25-Mar-16

5 P1.01020 Select GH Phipps 0 25-Mar-16

6 P1.01030 Contract Negotiations w/ Owner 5 28-Mar-16 01-Apr-16

7 P1.01040 Notice to Proceed 0 01-Apr-16

8 DESIGNDESIGN 30 15-Feb-16 A 22-Apr-16

9 D.01000 50% CD's 5 15-Feb-16 A 18-Mar-16

10 D.01010 Permit Set for Building Permit 10 21-Mar-16 01-Apr-16

11 D.01020 100% CD's 15 04-Apr-16 22-Apr-16

12 BIDDINGBIDDING 15 04-Apr-16 22-Apr-16

13 B.01000 GMP Bidding 10 04-Apr-16 15-Apr-16

14 B.01010 Compile and Submit GMP 5 18-Apr-16 22-Apr-16

15 PREPARATORY WORKPREPARATORY WORK 56 04-Apr-16 21-Jun-16

16 PERMITSPERMITS 56 04-Apr-16 21-Jun-16

17 P2.02010 Submit & Receive Excavation & Foundation Permit 32 04-Apr-16 17-May-16

18 P2.2000 Submit & Receive Full Permit 56 04-Apr-16 21-Jun-16

19 MOBILIZATION / STAGINGMOBILIZATION / STAGING 4 17-May-16 20-May-16

20 P4.04010 Construction Fencing 4 17-May-16 20-May-16

21 P4.04020 Stormwater/BMP's 4 17-May-16 20-May-16

22 P4.4000 Set Jobsite Trailer 4 17-May-16 20-May-16

23 CONSTRUCTIONCONSTRUCTION 273 23-May-16 15-Jun-17

24 C.05000 Start Construction 0 23-May-16

25 C.05010 Construction - Core/Shell 254 23-May-16 18-May-17

26 C.05030 Construction w/ TI 273 23-May-16 15-Jun-17

27 C.05020 Project Complete - Core/Shell 0 18-May-17

28 SITEWORKSITEWORK 236 23-May-16 24-Apr-17

29 SW.06000 Relocate Transformer 10 23-May-16 06-Jun-16

30 SW.06010 Relocate Gas Line 10 23-May-16 06-Jun-16

31 SW.06020 Start De-Watering Process 0 08-Jun-16

32 SW.06030 Hardscapes 15 20-Feb-17* 10-Mar-17

33 SW.06040 Landscape 30 14-Mar-17 24-Apr-17

34 DEMOLITIONDEMOLITION 3 07-Jun-16 09-Jun-16

35 D.07000 Demo Trash Enclosure 1 07-Jun-16 07-Jun-16

36 D.07010 Strip Asphault/Curb & Gutter 3 07-Jun-16 09-Jun-16

37 FOUNDATIONSFOUNDATIONS 51 10-Jun-16 22-Aug-16

38 FO.10000 Overex & Recompact 5 10-Jun-16 16-Jun-16

39 FO.10010 Layout Caissons 3 17-Jun-16 21-Jun-16

40 FO.10030 Drill & Place Caissons 10 22-Jun-16 06-Jul-16

41 FO.10020 Excavate Grade Beams 10 29-Jun-16 13-Jul-16

42 FO.10040 Form/Rebar/Place Grade Beams 12 07-Jul-16 22-Jul-16

43 FO.10050 Backfill Grade Beams 7 20-Jul-16 28-Jul-16

44 FO.10060 UG Plumbing 10 26-Jul-16 08-Aug-16

45 FO.10070 UG Electrical 10 26-Jul-16 08-Aug-16

46 FO.10080 Pour SOG 15 02-Aug-16 22-Aug-16

47 ML.01000 Foundations Complete 0 22-Aug-16

48 STRUCTURESTRUCTURE 57 23-Aug-16 10-Nov-16

Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

2016 2017

Prepare & Submit Proposal

Review Proposals and Select GC

Select GH Phipps

Contract Negotiations w/ Owner

Notice to Proceed

50% CD's

Permit Set for Building Permit

100% CD's

GMP Bidding

Compile and Submit GMP

Submit & Receive Excavation & Foundation Permit

Submit & Receive Full Permit

Construction Fencing

Stormwater/BMP's

Set Jobsite Trailer

Start Construction

Construction - Core/Shell

Construction w/ TI

Project Complete - Core/Shell

Relocate Transformer

Relocate Gas Line

Start De-Watering Process

Hardscapes

Landscape

Demo Trash Enclosure

Strip Asphault/Curb & Gutter

Overex & Recompact

Layout Caissons

Drill & Place Caissons

Excavate Grade Beams

Form/Rebar/Place Grade Beams

Backfill Grade Beams

UG Plumbing

UG Electrical

Pour SOG

Foundations Complete

Rangeview V - DD Schedule Weather Delays-15.0898-1 Main Schedule Data Date - 14-Mar-16 14-Mar-16

Remaining Level of Effort

Actual Level of Effort

Actual Work

Remaining Work

Critical Remaining Work

Milestone

Page 1 of 4

Rangeview V - DD Schedule Weather Delays


Start Finish

49 ST.20000 Steel/Deck Erection 1st Floor 7 23-Aug-16 31-Aug-16

50 ST.20010 Steel/Deck Erection 2nd Floor 7 29-Aug-16 07-Sep-16

51 ST.20020 Steel/Deck Erection 3rd Floor 7 02-Sep-16 13-Sep-16

52 ST.20030 Steel/Deck Erection 4th Floor 7 09-Sep-16 19-Sep-16

53 ST.20060 Form/Blockout/Pour SOD 2nd Floor 15 09-Sep-16 29-Sep-16

54 ST.20040 Sloped Roof Steel 8 20-Sep-16 29-Sep-16

55 ST.20070 Form/Blockout/Pour SOD 3rd Floor 15 30-Sep-16 20-Oct-16

56 ST.20080 Form/Blockout/Pour SOD 4th Floor 15 21-Oct-16 10-Nov-16

57 ML.01020 Structure Top-Off 0 10-Nov-16

58 ENCLOSURESENCLOSURES 95 28-Oct-16 13-Mar-17

59 EN.30000 Perimeter Framing & Sheathing West 7 28-Oct-16 07-Nov-16

60 EN.30010 Perimeter Framing & Sheathing North 15 08-Nov-16 30-Nov-16

61 EN.30050 Waterproofing/Vapor Barrier West 3 08-Nov-16 10-Nov-16

62 EN.30090 Brick Veneer West 7 11-Nov-16 21-Nov-16

63 EN.30130 Clean/Wash Brick West 2 22-Nov-16 23-Nov-16

64 EN.30170 Glaze West 10 28-Nov-16 09-Dec-16

65 EN.30020 Perimeter Framing & Sheathing East 7 01-Dec-16 09-Dec-16

66 EN.30070 Waterproofing/Vapor Barrier North 5 01-Dec-16 07-Dec-16

67 EN.30110 Brick Veneer North 10 08-Dec-16 21-Dec-16

68 EN.30030 Perimeter Framing & Sheathing South 15 12-Dec-16 30-Dec-16

69 EN.30060 Waterproofing/Vapor Barrier East 3 12-Dec-16 14-Dec-16

70 EN.30100 Brick Veneer East 7 15-Dec-16 23-Dec-16

71 EN.30210 Roof Insulation & Membrane 15 21-Dec-16 10-Jan-17

72 EN.30150 Clean/Wash Brick North 3 22-Dec-16 26-Dec-16

73 EN.30140 Clean/Wash Brick East 2 26-Dec-16 27-Dec-16

74 EN.30190 Glaze North 20 27-Dec-16 23-Jan-17

75 EN.30080 Waterproofing/Vapor Barrier South 5 02-Jan-17 06-Jan-17

76 EN.30120 Brick Veneer South 10 09-Jan-17 20-Jan-17

77 ML.01010 Dry-In Complete 0 10-Jan-17

78 EN.30220 Install Metal Panel Roof 5 11-Jan-17 17-Jan-17

79 EN.30160 Clean/Wash Brick South 3 23-Jan-17 25-Jan-17

80 EN.30180 Glaze East 10 24-Jan-17 06-Feb-17

81 EN.30200 Glaze South 20 07-Feb-17 06-Mar-17

82 EN.30230 EIFS 20 14-Feb-17 13-Mar-17

83 MAJOR MECHANICALMAJOR MECHANICAL 56 28-Oct-16 17-Jan-17

84 MM.40010 Main Duct West Shaft 20 28-Oct-16 28-Nov-16

85 MM.40000 Main Duct East Shaft 20 29-Nov-16 26-Dec-16

86 MM.40020 Set Roof Top Units 5 11-Jan-17 17-Jan-17

87 MAJOR ELECTRICALMAJOR ELECTRICAL 71 28-Oct-16 07-Feb-17

88 ME.50020 Feeder Pipe West Shaft 20 28-Oct-16 28-Nov-16

89 ME.50010 Feeder Pipe East Shaft 20 29-Nov-16 26-Dec-16

90 ME.50000 Set Gear 2 16-Jan-17 17-Jan-17

91 ME.50030 Set Panels 5 18-Jan-17 24-Jan-17

92 ME.50040 Pull Wire East Shaft 10 25-Jan-17 07-Feb-17

93 ME.50050 Pull Wire West Shaft 10 25-Jan-17 07-Feb-17

94 ROUGH-INSROUGH-INS 45 02-Jan-17 03-Mar-17

95 ML.01030 Framing Start 0 02-Jan-17

96 RO.60000 Interior Framing/Rough Ins 1st Floor 10 02-Jan-17 13-Jan-17

97 RO.60010 Interior Framing/Rough Ins 2nd Floor 10 16-Jan-17 27-Jan-17


2016 2017

Steel/Deck Erection 1st Floor

Steel/Deck Erection 2nd Floor

Steel/Deck Erection 3rd Floor

Steel/Deck Erection 4th Floor

Form/Blockout/Pour SOD 2nd Floor

Sloped Roof Steel

Form/Blockout/Pour SOD 3rd Floor

Form/Blockout/Pour SOD 4th Floor

Structure Top-Off

Perimeter Framing & Sheathing West

Perimeter Framing & Sheathing North

Waterproofing/Vapor Barrier West

Brick Veneer West

Clean/Wash Brick West

Glaze West

Perimeter Framing & Sheathing East

Waterproofing/Vapor Barrier North

Brick Veneer North

Perimeter Framing & Sheathing South

Waterproofing/Vapor Barrier East

Brick Veneer East

Roof Insulation & Membrane

Clean/Wash Brick North

Clean/Wash Brick East

Glaze North

Waterproofing/Vapor Barrier South

Brick Veneer South

Dry-In Complete

Install Metal Panel Roof

Clean/Wash Brick South

Glaze East

Glaze South

EIFS

Main Duct West Shaft

Main Duct East Shaft

Set Roof Top Units

Feeder Pipe West Shaft

Feeder Pipe East Shaft

Set Gear

Set Panels

Pull Wire East Shaft

Pull Wire West Shaft

Framing Start

Interior Framing/Rough Ins 1st Floor

Interior Framing/Rough Ins 2nd Floor




Actual Work

Remaining Work


Milestone

Page 2 of 4



Start Finish

98 RO.60040 Drywall 1st Floor 5 16-Jan-17 20-Jan-17

99 RO.60020 Interior Framing/Rough Ins 3rd Floor 10 30-Jan-17 10-Feb-17

100 RO.60050 Drywall 2nd Floor 5 30-Jan-17 03-Feb-17

101 RO.60030 Interior Framing/Rough Ins 4th Floor 10 13-Feb-17 24-Feb-17

102 RO.60060 Drywall 3rd Floor 5 13-Feb-17 17-Feb-17

103 RO.60070 Drywall 4th Floor 5 27-Feb-17 03-Mar-17

104 INTERIOR FINISHESINTERIOR FINISHES 50 23-Jan-17 31-Mar-17

105 IN.70010 Finishes 1st Floor 15 23-Jan-17 10-Feb-17

106 IN.70020 Finishes 2nd Floor 15 06-Feb-17 24-Feb-17

107 IN.70030 Finishes 3rd Floor 15 20-Feb-17 10-Mar-17

108 IN.70040 Finishes 4th Floor 15 06-Mar-17 24-Mar-17

109 IN.70060 GHP Pre-punch/Final Clean 10 20-Mar-17 31-Mar-17

110 SPECIALSPECIAL 40 20-Feb-17 14-Apr-17

111 SP.80000 Elevators/Equipment Room 40 20-Feb-17 14-Apr-17

112 PROJECT CLOSEOUTSPROJECT CLOSEOUTS 34 03-Apr-17 18-May-17

113 PC.90000 A&E Punchlist 5 03-Apr-17 07-Apr-17

114 PC.90030 Complete Punchlist 10 10-Apr-17 21-Apr-17

115 PC.90010 Final Inspections 5 25-Apr-17 01-May-17

116 PC.90050 Weather Days 13 02-May-17 18-May-17

117 PC.90020 Substantial Completion 0 18-May-17

118 PC.90040 Project Completion 0 18-May-17

119 TI CONSTRUCTIONTI CONSTRUCTION 111 11-Jan-17 15-Jun-17

120 4th Floor4th Floor 63 11-Jan-17 07-Apr-17

121 TI.4.1000 OH Rough 15 11-Jan-17 31-Jan-17

122 TI.4.1010 Frame Walls 5 01-Feb-17 07-Feb-17

123 TI.4.1020 Wall Roughs 5 08-Feb-17 14-Feb-17

124 TI.4.1030 Drywall/T&F 3 15-Feb-17 17-Feb-17

125 TI.4.1040 Prime & Paint 5 20-Feb-17 24-Feb-17

126 TI.4.1050 Bathroom Finishes 10 27-Feb-17 10-Mar-17

127 TI.4.1060 ACST Ceilings 3 27-Feb-17 01-Mar-17

128 TI.4.1070 Cabinets/Millwork 5 02-Mar-17 08-Mar-17

129 TI.4.1080 Flooring 7 09-Mar-17 17-Mar-17

130 TI.4.1090 Trim-Out 5 20-Mar-17 24-Mar-17

131 TI.4.1110 FFE Install 15 20-Mar-17 07-Apr-17

132 TI.4.1100 GHP Cleanup/Pre-Punch 5 27-Mar-17 31-Mar-17

133 3rd Floor3rd Floor 63 01-Feb-17 28-Apr-17

134 TI.3.1000 OH Rough 15 01-Feb-17 21-Feb-17

135 TI.3.1010 Frame Walls 5 22-Feb-17 28-Feb-17

136 TI.3.1020 Wall Roughs 5 01-Mar-17 07-Mar-17

137 TI.3.1030 Drywall/T&F 3 08-Mar-17 10-Mar-17

138 TI.3.1040 Prime & Paint 5 13-Mar-17 17-Mar-17

139 TI.3.1050 Bathroom Finishes 10 20-Mar-17 31-Mar-17

140 TI.3.1060 ACST Ceilings 3 20-Mar-17 22-Mar-17

141 TI.3.1070 Cabinets/Millwork 5 23-Mar-17 29-Mar-17

142 TI.3.1080 Flooring 7 30-Mar-17 07-Apr-17

143 TI.3.1090 Trim-Out 5 10-Apr-17 14-Apr-17

144 TI.3.1110 FFE Install 15 10-Apr-17 28-Apr-17

145 TI.3.1100 GHP Cleanup/Pre-Punch 5 17-Apr-17 21-Apr-17

146 2nd Floor2nd Floor 63 21-Feb-17 18-May-17


2016 2017

Drywall 1st Floor

Interior Framing/Rough Ins 3rd Floor

Drywall 2nd Floor

Interior Framing/Rough Ins 4th Floor

Drywall 3rd Floor

Drywall 4th Floor

Finishes 1st Floor

Finishes 2nd Floor

Finishes 3rd Floor

Finishes 4th Floor

GHP Pre-punch/Final Clean

Elevators/Equipment Room

A&E Punchlist

Complete Punchlist

Final Inspections

Weather Days

Substantial Completion

Project Completion

OH Rough

Frame Walls

Wall Roughs

Drywall/T&F

Prime & Paint

Bathroom Finishes

ACST Ceilings

Cabinets/Millwork

Flooring

Trim-Out

FFE Install

GHP Cleanup/Pre-Punch

OH Rough

Frame Walls

Wall Roughs

Drywall/T&F

Prime & Paint

Bathroom Finishes

ACST Ceilings

Cabinets/Millwork

Flooring

Trim-Out

FFE Install





Actual Work

Remaining Work


Milestone

Page 3 of 4



Start Finish

147 TI.2.1000 OH Rough 15 21-Feb-17 13-Mar-17

148 TI.2.1010 Frame Walls 5 14-Mar-17 20-Mar-17

149 TI.2.1020 Wall Roughs 5 21-Mar-17 27-Mar-17

150 TI.2.1030 Drywall/T&F 3 28-Mar-17 30-Mar-17

151 TI.2.1040 Prime & Paint 5 31-Mar-17 06-Apr-17

152 TI.2.1050 Bathroom Finishes 10 07-Apr-17 20-Apr-17

153 TI.2.1060 ACST Ceilings 3 07-Apr-17 11-Apr-17

154 TI.2.1070 Cabinets/Millwork 5 12-Apr-17 18-Apr-17

155 TI.2.1080 Flooring 7 19-Apr-17 27-Apr-17

156 TI.2.1090 Trim-Out 5 28-Apr-17 04-May-17

157 TI.2.1110 FFE Install 15 28-Apr-17 18-May-17

158 TI.2.1100 GHP Cleanup/Pre-Punch 5 05-May-17 11-May-17

159 1st Floor1st Floor 63 13-Mar-17 08-Jun-17

160 TI.1.1000 OH Rough 15 13-Mar-17 31-Mar-17

161 TI.1.1010 Frame Walls 5 03-Apr-17 07-Apr-17

162 TI.1.1020 Wall Roughs 5 10-Apr-17 14-Apr-17

163 TI.1.1030 Drywall/T&F 3 17-Apr-17 19-Apr-17

164 TI.1.1040 Prime & Paint 5 20-Apr-17 26-Apr-17

165 TI.1.1050 Bathroom Finishes 10 27-Apr-17 10-May-17

166 TI.1.1060 ACST Ceilings 3 27-Apr-17 01-May-17

167 TI.1.1070 Cabinets/Millwork 5 02-May-17 08-May-17

168 TI.1.1080 Flooring 7 09-May-17 17-May-17

169 TI.1.1090 Trim-Out 5 18-May-17 24-May-17

170 TI.1.1110 FFE Install 15 18-May-17 08-Jun-17

171 TI.1.1100 GHP Cleanup/Pre-Punch 5 24-May-17 31-May-17

172 PROJECT CLOSEOUTPROJECT CLOSEOUT 15 25-May-17 15-Jun-17

173 TI.PC.1020 A&E Punchlist 5 25-May-17 01-Jun-17

174 TI.PC.1030 Complete Punchlist 10 02-Jun-17 15-Jun-17

175 TI.PC.1000 Final Inspections 5 05-Jun-17 09-Jun-17

176 TI.PC.1010 Substantial Completion 0 09-Jun-17

177 TI.PC.1040 Project Completion 0 15-Jun-17


2016 2017

OH Rough

Frame Walls

Wall Roughs

Drywall/T&F

Prime & Paint

Bathroom Finishes

ACST Ceilings

Cabinets/Millwork

Flooring

Trim-Out

FFE Install


OH Rough

Frame Walls

Wall Roughs

Drywall/T&F

Prime & Paint

Bathroom Finishes

ACST Ceilings

Cabinets/Millwork

Flooring

Trim-Out

FFE Install


A&E Punchlist

Complete Punchlist

Final Inspections

Substantial Completion

Project Completion




Actual Work

Remaining Work


Milestone

Page 4 of 4


SITE LOGISTICS PLAN10

Site Logistics Plan10Provide a site logistics drawing clearly showing the method in which your firm would erect the structure on the site. Include such items as material staging areas, office & storage trailer locations, crane locations (including crane working radius), equipment access around building, lift plan, wash out, fencing, dumpsters, etc. These are preliminary plans but need to be adequate to define your scope of work assumptions. Primary and secondary access to the site will be provided via Rocky Mountain Avenue. Please identify area adjacent to the site that your firm will request to utilize for trailers/storage/etc.

Please reference our site logistics plan pertaining to the project on the following page.


FINANCIAL STATEMENTS11

Financial Statements11A. Owner, upon selection, will request a copy of your company’s and any affiliate companies most recent audited financial statement(s) and first quarter 2016 financial statements. Statements may be submitted under separate cover for confidentiality purposes.

Our most recent audited financial statement(s) and first quarter 2016 financial statements will be provided upon award.

B. State your current bonding capacity (in total and per project), remaining capacity, and your bonding rate for this project if payment and performance bonds are required.

Total bonding capacity: $450 million Capacity per project: $85 million+ Remaining capacity: $150 million Bonding rate: 0.625% - 2-year warrranty included

C. If applicable, describe your firm’s program to provide a Corporate Guaranty to perform (in lieu of bonding) and the associated costs.

N/A


SAFETY112

Safety 12McWhinney and Agrium consider safety of prime importance and as such will require the CM/GC to have a Worker’s Compensation Experience Modification Rate (EMR) of .90 EMR or lower for the past three years, including the most current year. Provide your last three years EMR rating, Recordable Incident Rates, and Lost Day Incident Rates.

Year EMR Recordable Incident Rates Lost Day Incident Rates

2015 .59 1.89 .27

2014 .63 4.73 .34

2013 .62 4.36 .58

2012 .73 4.24 0.00
