Response to RFP The Millwright Development Project April 9th, 2018
Prepared by: Alejandro Loza Nicholas Fricano Nathan Cruz Rak Kole Retterath For CMGT 4861 Capstone Final Project
LFRR Construction 89 Church Street SE Minneapolis, MN 55455 April 9th, 2018 Millwright Development 533 3rd Street S Minneapolis, MN 55413 RE: Millwright RFP # 2018-001
LFRR Construction is pleased to provide you with our response to Millwright Development’s Request For Proposal. We recognize there are many capable construction companies with whom you could work with, and we are excited to have the opportunity to provide our qualifications and proposals in this bidding process. We here at LFRR are confident that all your needs for the development of the new Millwright Building will be met and exceeded through our involvement. Our commitment to the stewardship, quality, and integrity of our projects makes us the clear choice in helping our clients realize their visions for the future. We thank you for the opportunity to review the following response and hope you will consider our services in your final decision. We look forward to working with you. Please contact us if there are any further questions, comments, or concerns. Kind regards,
Alejandro Loza Principal Managing Director LFRR Construction ENCL: Official RFP response ______________________________________________________________________
Response to RFP & Document Package Table of Contents Executive Summary ---------------------------------------------------------------------------- section 1 Company Background Information --------------------------------------------------------- section 2 Project Experience ------------------------------------------------------------------------------ section 3 Project Management --------------------------------------------------------------------------- section 4 Building Approval & Quality Control -------------------------------------------------------- section 5 Integration of Technology --------------------------------------------------------------------- section 6 Inclusions, Exclusions, & Allowances ------------------------------------------------------ section 7 Estimate & Schedule of Values -------------------------------------------------------------- section 8 Project Schedule -------------------------------------------------------------------------------- section 9 Site & Logistic Plans -------------------------------------------------------------------------- section 10 Additional Attachments ----------------------------------------------------------------------- section 11
______________________________________________________________________
Executive Summary At LFRR Construction, our highly experienced team of professionals have served the needs of clients in the twin cities region for over 20 years. As industry leaders, we are driven to provide an experience that meets and exceeds the expectations of our clients on every project, every time. Over the years, we have created countless successful project outcomes, developed invaluable client relationships, and have humbly contributed to the improvement of the communities we serve through our work. Because of our proven track record, we believe that LFRR Construction will be able to provide Millwright Development the most effective solutions on its upcoming project needs. We have coordinated and assembled a team that will seamlessly carry out the services requested from your proposal, including project managers to develop and oversee construction logistics, general contractors to provide necessary materials, equipment, and labor to perform work, and superintendents to monitor daily ground operations. Working alongside estimators, schedulers, engineers, and other crucial players, we assure that all aspects of the project deliverables are met in a skilled, productive, and secure manner. We pride ourselves not only on the quality and performance of our work, but in the satisfaction of our clients. As such, the benefits of collaborating with a distinguished company like ours are innumerable. Just as previous clients can attest, working with LFRR means working with a trusted partner whose goals and values are aligned with yours. We are dedicated to the realization of a building project that is carried out in a safe, effective, and responsible manner during the construction process. Working with a local construction company also ensures the integrity and character of the work performed, as we believe providing principled services ultimately strengthens the quality of the public spheres in which we work and reside. In essence, we commit to meeting the needs of everyone involved in a project, before, during, and long after construction is complete. To accomplish the major goals and deliverables requested by Millwright’s scope of work, we will persistently apply rigorous company practices and methodologies to advance our project performance. Our project site logistics will determine the best means and methods to help perform major scheduled activities in the most productive, efficient manner possible. Our project safety requirements will guarantee the proper training, education, and wellbeing of the project staff to execute construction activities. Collaborating with code & building officials, municipal departments, and other ______________________________________________________________________
authorities, we will also verify your project meets requisite city ordinances and surpases building quality standards. Additionally, our use of BIM and VDC technology throughout the construction process is an innovative method through which we will bring together all the information encompassing a building’s components and integrate them in a manner that will ensure proper verification, assembly, and installation of critical systems, ensuring Millwright a high quality finished product. Overall, accounting for all major construction processes and activities including submittals, sitework, structure formation, exterior & interior enclosures, MEP & HVAC systems, and finishing tasks, we envision seeing your project fulfilled within a span of 16 months, from initial mobilization to final turnover. We know how important it is for clients to receive the greatest value for their projects. To that degree, LFRR will ensure Millwright Development achieves maximized savings through our estimating and scheduling process to find opportunities for reduced operating costs on labor, equipment, & supplies, and condensing and expediting construction timelines where appropriate. We will analyze the scope of work and services required to find and apply creative solutions through the process of value engineering, determining efficient, effective, and reasonable alternatives to particular items and components where suitable. And we will regularly monitor and update our progress to determine our efficiency in performance and adapt to any changing conditions to make sure your project is managed and completed in a timely fashion, in order for you to utilize your building sooner, achieve your return on investment quicker, and maximize the value of your building property faster. All told, no one has a record quite like LFRR Construction. With over two decades of experience, our local team provides a quality of service unmatched by our competitors, and we have consistently delivered amazing results to our ever growing catalogue of satisfied clients, who have been able to make their dreams a reality. We hope to make you our next success story…
LFRR, Building Your Dreams ©
______________________________________________________________________
Company Background Information Company name & year incorporated: We are LFRR Construction, founded & incorporated in 1996. Organization type: LFRR is a privately owned business, the majority owners being the original company founders Kole Retterath, Nicholas Fricano, Nathan Cruz Rak, & Alejandro Loza. LFRR operates as a limited liability company within the state of Minnesota. Including us, we currently employ a team of 24, totaling 5 in our project development department, 7 in project management, 7 in site development, and 5 on our general staff. Company address, website, & phone number: 89 Church Street SE, Minneapolis, MN 55455 www.lfrrconstruction.com 612-555-1996 Financial information: LFRR is currently in good financial standing as a company and with all of our client projects in progress. Three years of our audited financial information can be found within our list of additional attachments towards the end of this document package. Years of experience: LFRR has 22 years of experience providing clients with construction management and contracting services on corporate office, warehousing retail, and mixed-use building projects in the twin cities metro area and surrounding suburbs. Credit rating: LFRR’s overall business credit score is 80, as of April 1st, 2018. Bankruptcy information: LFRR has not had, and does not currently have, any bankruptcies or bankruptcy information to present. Consultants/vendors to engage: LFRR works with various consultants and vendors to accomplish project deliverables. Among those we plan to work with include several contractors for the main design-build components of the project including mechanical, electrical, HVAC, ______________________________________________________________________
plumbing, and fire protection systems. We also plan on coordinating with local subcontractor contacts to provide the scheduled supply items and labor force required to complete specialized elements of this project including, but not limited to, steel fabrication, concrete products, masonry, flooring, glazing, drywall, carpentry, insulation, painting, doors, ceiling tile, roofing, sealants, signage, landscaping, utilities, and other miscellaneous specialty products. We will also be regularly communicating with code officials, inspectors, municipal departments, and local authorities over the duration of construction in order to ensure the safety and integrity of the project is kept in order. Relationship with Millwright Inc: LFRR has not had any prior relationship with Millwright Development. Past/present client references: 1. C.H. Robinson Worldwide Inc Contact: John P. Wiehoff Title: Chief Executive Officer and Chairman Address: 14701 Charlson Road, Eden Prairie, MN 55347 Phone: 800-323-7587 Project type: 125,000 sq. ft. 3-story office building Date completed: 2007 2. Solutran Contact: Barry Nordstrand Title: Chief Executive Officer Address: 13305 12th Ave N, Minneapolis, MN 55441 Phone: 763-559-2225 Project type: 29,000 sq. ft. 2-story office facility Date completed: 2016 3. Open Access Technology International Contact: Sasan Mokhtari Title: President and CEO Address: 7901 Computer Avenue, Bloomington, MN 55435 Phone: 763-201-2020 Project type: 106,000 sq. ft. 5-story office building/data center Date completed: 2016
______________________________________________________________________
4. Nilfisk and United Properties Contact: Karina Deacon Title: Executive Vice President and CFO Address: 9435 Winnetka Avenue N, Brooklyn Park, MN 55445 Phone: 763-745-3500 Project type: 182,000 sq. ft. 2-story office facility/showroom/manufacturing Date Completed: In progress 5. Rihm Family Companies Contact: Kari Rihm Title: President and CEO Address: 425 Concord Boulevard, South St. Paul, MN 55075 Phone: 651-646-7833 Project type: 60,000 sq. ft. 2-story office facility/showroom/parts warehouse Date Completed: In progress 6. Commercial Real Estate Services Inc Contact: Pat Wolf Title: President Address: 428 Minnesota Street, St. Paul, MN 55101 Phone: 651-290-8890 Project type: 65,000 sq. ft. 4-story office building conversion Date Completed: In progress Capacity for work: LFRR would initially be undertaking work required of the Millwright proposal alongside several other ongoing projects. We are currently providing various clients with construction services on their respective projects as some are described in the references. Though our volume of work is near capacity, we will begin wrapping up work on a majority of these activities within the next 3 months and will be able to dedicate our full range of resources to your project. Unique capabilities/procedures/technology, benefits: LFRR heavily utilizes building information modeling (BIM) and virtual design and construction (VDC) technologies in the construction process in order to maintain the quality of the building project at hand. Through these technologies, we are able to compile accurate material take-offs with quantities and pricing, reference manufacturer specific products and specifications, detect potential building component clashes, and preemptively visualize the finished project in an interactive digital format. ______________________________________________________________________
Insurance coverage: LFRR maintains comprehensive insurance policies on our operations to ensure security and peace of mind including, but not limited to, fidelity bond coverage, general liability, umbrella & excess liability, automobile insurance, and worker’s compensation. A summary of our insurance certification policies can be found within our list of additional attachments towards the end of this document package. Lines of business & service capabilities: LFRR offers a host of construction services to help our clients develop their projects. We provide general contractors that help clients secure the necessary supplies, equipment, and workforce necessary to fulfill project deliverables. We are also able to provide construction management services, working with you from the beginning stages of a project concept through closeout and turnover, in order to ensure clients get the best project outcomes for the best value. And we provide a selection of superintendents who can monitor project progress on the ground to ensure work is being performed effectively and efficiently on a day to day basis. In addition, we are able to provide resources for clients looking to secure project financing, and provide referrals to external companies should something fall outside our line of work.
______________________________________________________________________
Project Experience
Our past experience with handling similar projects in class and magnitude demonstrate our ability to fulfill the goals set forth by our client’s projects. One of our most recent endeavors for Open Access Technology International, a leading provider of web-based applications for the energy industry, provided and delivered full construction management and contracting services in the development of their new 106,000 sq. ft. office facility and data center in Bloomington, Minnesota. Completed in 2016, The OATI Microgrid Technology Center showcases the newest in energy technology, integrating features like solar panels and rooftop wind turbines. Through our involvement, we were able to develop structural, electrical, and mechanical plans crucial to the performance of their building, and coordinate the manufacture, delivery, and installation of critical building components and special features to ultimately deliver a state of the art facility to serve the needs of their technological operations.
Another project we led the development in, C. H. Robinson Worldwide’s corporate headquarters, also utilized our construction services to develop a modern 125,000 sq. ft. office building in Eden Prairie, Minnesota. Complete in 2007, C. H. ______________________________________________________________________
Robinson, a global shipping & logistics company, requested our help in securing permits and zoning approval with city officials for the development of their project, as well as supplying the labor, materials, and equipment necessary for the construction of their building. We coordinated with various players in the construction process to ensure proper quality control procedures and deliver the client a facility suited to their business which would meet their needs for the future.
Currently, we are providing our construction expertise and services in the rehabilitation and remodel of the old Woolworths building in downtown St. Paul, Minnesota. Once a derelict structure that had sat abandoned for over two decades, we have partnered with Commercial Real Estate Service Inc to bring this building back to life and and convert it into a prime office complex, upgraded with expansive daylighting, an additional floor atop the original structure, and outdoor rooftop patio space. Dubbed the 428, we will be handling the coordination of supplies, equipment, and labor to carry out this work, consulting with necessary city officials and regulations throughout, and monitoring the project to ensure the quality, performance, and successful delivery of the final building product. We have continuously played a role in helping our clients manage and develop their projects, and deliver on the promises we make to help them bring their ideas to fruition.
______________________________________________________________________
Project Management: LFRR’s expansive construction management expertise will be of great benefit to Millwright Development and their needs for the building project, including obtaining the right permits and approvals, establishing timelines and take-offs, soliciting supplies and labor, developing site logistics, implementing safety procedures, and integrating the latest in construction technologies. Having handled similar projects in scope, our project managers, general contractors, superintendents, and team of supporting staff will communicate, coordinate, and carry out all aspects of the construction processes from start to finish, and ensure all aspects of the project satisfy the legal requirements, stated goals, and deliverables for the Millwright Building. With the requested design-build services, work will be bid and coordinated with contractors who will be able to provide their services in designing and installing mechanical, electrical, HVAC, plumbing, and fire protection systems as outlined in the project scope. Likewise, work will also be bid out and coordinated with subcontractors who will be able to provide and install specialized external and internal building components including steel products, concrete products, masonry, flooring, glazing, carpentry, painting, ceilings, roofing, signage, utilities, and other products. This process will be implemented and overseen by our project managing staff. A detailed schedule of values outlining required supplies, quantities, and cost estimations for the project will be developed in house by our estimators, and a schedule of specific project activities and general milestones will be put together by our schedulers in the project development department. And when conducting work on site, our site development team will handle project oversight, operating procedures, and construction methodologies. Provided below is LFRR’s company staff organization info, consisting of an experienced team dedicated to providing clients the utmost attention in their construction services. Alejandro Loza​ - Founding Principal, Managing Director As managing director of the company, Alejandro oversees all operations and departments including coordination with the head of project management, development, and site director. Other areas of responsibility includes overseeing customer relations, business development, and supporting staff. In addition to departments heads, he also coordinates with; -
Larry Lamb, legal counsel Bobby Benis, business leads Helen Hill, human resources Abbi Abdul, administration/records
______________________________________________________________________
Nicholas Fricano - Founding Principal, Director of Site Development As the company’s project site director, Nick is responsible for managing and coordinating site supervisors, providing workforce training, oversee facility management, and developing health and safety standards. He also coordinates site and logistics plans for projects with our team of superintendents, engineers, and facility managers; -
Suzie Sykes, superintendent Steven Shaw, superintendent Simon Snow, superintendent Seymore Seacrest, safety engineer Logan Lane, logistics engineer Fabio Fox, facilities manager
Nathan Cruz Rak - Founding Principal, Director of Project Management As chief project manager and director, Nathan is responsible for overseeing and coordinating contractors and project management staff, and generating and facilitating coordination with architects, engineers, city officials, manufacturers, and subcontractors on a given project. He directly oversees the following management team; -
Patrick Parker, project manager Paul Perez, project manager Pakou Pang, project manager Carson Cain, general contractor Cooper Cook, general contractor Carly Clark, general contractor
Kole Retterath - Founding Principal, Director of Project Development As head of project development, Kole’s main responsibilities include oversight and implementation of pre-construction services and the financial feasibility analysis of proposed projects. Working with the estimators and schedulers on our team to develop schedules of values, detailed estimates, and construction timelines, he oversees the following; -
Ethan Eastwood, estimator Edward Eldridge, estimator Skyler Schultz, scheduler Scully Sanchez, scheduler
______________________________________________________________________
Building Approval & Quality Control: In order to perform work on the project site, various municipal departments and authorities having jurisdiction will be consulted with throughout in order to understand the current regulations and processes that must be accounted for and abided by in construction of the project. With this process and the resulting information provided, we can form a clear path forward in terms of abiding by approved standards, fulfilling project requirements and deliverables, and ensure the quality and integrity of the final building project delivered to you. Initially, the first step of any project development would require a zoning check to ensure the project type being proposed conforms with existing zoning regulations for land use. The proposed project site at the corner of Portland Avenue and 3rd Street S in Minneapolis falls under zoning district B4S-2, a downtown service district suitable for the commercial uses of the proposed Millwright project. A site plan review with city planners would also be conducted to ensure the property in question complies with city ordinances and related codes. In addition, a plan review will also be required to approve current architectural construction plans and ensure they meet all required building and code requirements. Also, since the proposed project requires excavation and is situated next to an existing building with established utility lines, a qualified engineer must inspect, test, and analyze the site to determine proper soil retention and property protection measures. From here, if all plans are found in compliance, we can begin applying for building permits that will allow us to officially begin construction. Once they are approved by the Minneapolis City Council, the permit will be issued and we can begin commencing work activities allowed by the particular permit. Various permits will have to be applied for to ensure all works being performed comply with established city ordinances. In particular, street use permits for any use of public sidewalks and roads for staging of materials, machinery, or other items must be obtained in order to perform work utilizing the city’s right-of-way. Installation of electricals, mechanicals, plumbing, and other systems included in this project all have specific requirements and permits that must be obtained for the corresponding work to be performed. When permits are issued, inspections will also be scheduled and take place during construction to ensure that the project is meeting safety requirements, code regulations, and follows the plans approved earlier in the process. Passing inspections ______________________________________________________________________
certifies that the building and related components being constructed and installed are of high quality and up to standard. In addition, testing of certain building systems, like conveying and fire protection, will also be conducted to assure that they are in correct working order and perform to outlined specifications. When construction activity is nearing completion, we can begin applying for a certificate of occupancy from the city in order to allow you and any tenants to begin moving in and occupying the building for its intended programming. Partial certificates of occupancy can also be obtained if you or the tenants prefer to move in sooner while certain major closing activities are still being performed on the project. This final approval ensures the building is now approved and ready for your use. With this process, proper operations & maintenance documentation and training will also be provided to ensure the upkeep of the building and property for the foreseeable future.
______________________________________________________________________
Integration of Technology LFRR is a leader in utilizing building information modeling (BIM) and virtual design and construction (VDC) technologies within the construction process in order to maintain the quality of the building project at hand. Our material take-off process, ability to reference specific products and manufacturers, and coordinate between different stakeholders is streamlined through the use of these technologies - primarily Autodesk’s Revit and Navisworks software programs. The estimation process has been improved dramatically through BIM, allowing us to accurately and efficiently calculate material quantities in essentially every area of the building’s construction, including foundation, structural steel, enclosure, and mechanical systems takeoffs. The vast amount of stored information in each and every individual component of the model allows our team and subcontractors estimating the project to easily reference information relating to the building’s specifications book. Material identities within the softwares used have extensive details regarding the composition of components and dimensions and measurements. The models allow us to visualize any given part of the building. Our company’s expertise in the implementation of these technologies help us to coordinate between our own employees, the architectural and engineering team members, and the owner/other stakeholders in order to visualize the entire construction process. Built into these softwares are clash detection tools that identify instances within the different building systems that are in physical conflict with each; the flexible nature of the technology allows these issues to be resolved more efficiently. We are able to realistically simulate the assembly sequence of the building’s construction, and communicate between different trades to solidify areas within our project schedule. In addition, the entire RFI and change order processes that typically can hang up projects become improved through the referencing of the BIM model. Questions posed to the designers can be referenced simultaneously by us and an engineer or architect with the use of the model. The BIM models make the process of verifying dimensions/details within the project easier, and make it possible for those out on site to reference the model real time. In addition to being a valuable tool in the office, the pairing of BIM with our mobile devices is extremely helpful. The BIM model will continue to be a valuable tool even after the construction process has concluded, and the handing over of the model to the eventual managers of the Millwright facility will help immensely in referencing the locations and organization of the systems within the building. Overall, BIM and virtual world of modeling will be an invaluable tool to our delivery of this project. ______________________________________________________________________
Scope Inclusions -
-
-
Preconstruction and construction services to furnish and install all labor, materials, equipment, and other services for the completion of the project as outlined in the “Project Statement of Purpose� Testing and special inspections Design-Build mechanical, electrical, plumbing and fire protection services Construction management Obtaining required permits and fees Providing street/sidewalk/parking meter/bike lane closures and traffic control as needed through the project duration, with street closure activities coordinated through the city of Minneapolis Posting any bonds required of the Authority Having Jurisdiction Providing winter heat, cover and snow removal throughout the project duration (see allowances section) Provide a near-site construction office to hold construction meetings Alert and coordinate utility disruptions with neighboring buildings Abide by city noise ordinances throughout the project Assistance with obtaining governmental approvals Providing safe access to adjacent buildings during the project duration Providing environmental services, import and export of soils, and site balancing to match civil drawings (see allowances section)
Scope Exclusions -
Design work pertaining to civil, structural, or architectural fields Furniture, artwork, and other miscellaneous decor under FF&E Data, low voltage, audio/visual, and security systems All signage (except for structures for sign mounting)
Allowances -
Provision for winter conditions including snow removal, cold weather concrete, heat & cover, sheltering, and other work related to winter conditions - $180,000 Provision for accommodating street/sidewalk/parking meter/bike lane closures and traffic control as needed through the project duration - $200,000 Provision for environmental services for documentation of import/export of contaminated soils - $25,000
______________________________________________________________________
Estimate & Schedule of Values: From our analysis of all the components, materials, labor, etc. included in this project from the information provided and aquired, LFRR has determined, after all building and site construction costs, and associated fees accounted for, that the total cost for the Millwright Building project to be constructed will be approximately $26,514,000​ (US) Included in the following pages is an overall estimate summary page, a clarifications page, and a draw summary detailing the cost breakdowns and other specifics related to the project estimate. Further cost estimation information detailing the sheet list, building construction estimate, and bi-monthly draw summary can be found​ in the additional attachments towards the end of this document package.
______________________________________________________________________
The Millwright Buillding Estimate Summary Building & Site Construction Dollars ($) Site Work Substructure Superstructure Exterior Enclosure Roofing Interior Construction Conveying & Building Equipment HVAC,Plumbing, Fire Protection Electrical General Conditions Subtotal
$1,656,959 $2,448,061 $2,657,825 $3,012,857 $627,515 $1,884,035 $561,000 $3,040,905 $923,459 $1,838,257
Dollars/Square Foot ($/SF) $8.16 $12.06 $13.09 $14.84 $3.09 $9.28 $2.76 $14.98 $4.55 $9.06
$18,650,871
Associated Costs A+E Fee (7%) Construction Manager Fee (3.5%) Permiting Allowances Minneapolis Area Multiplier Bid Bond Contingency General Liability Insurance
$1,398,815 $652,780 $138,000 $405,000 $2,238,104 $100,000 $930,000 $2,000,000
Subtotal
$7,862,700
Gross Building SF 203000
Cost Per Square Foot $130.61
Total Cost $26,514,000
CLARIFICATIONS AND QUALIFICATIONS Clarifications Estimate is based off of The Millwright Building Documents Dated 05/20/16 Gross Building Square Footage: 203,000
Inclusions Full-time on site Superindendent/Proj. Mgr. Construction manager fee General Liability Insurance Architect/Engineer fees Permits
Allowances Winter Conditions/Snow Removal, Heating Traffic Control/Lane Closures Contaminated Soil Documentation
Exclusions Furniture, artwork, misc. decor Data, low voltage, audio visual, security Technology such as computers, tablets, etc. All Signage Nightime, weekend, or overtime work Product mock-up and/or prototypes Testing/Special Inspections Delays due to "acts of God" SAC Charges Moving Costs Legal fees/contracts
$180,000.00 $200,000.00 $25,000.00 $405,000.00
LFRR Construction Draw Request Summary LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: December 24th, 2018 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions
Percentage of Total 9.0% 13.1% 14.3% 16.2% 3.4% 10.1% 3.0% 16.3% 5.0% 9.9%
Bimonthly Payments, Percent Complete 10/22/2018 12/24/2018 2/18/2019 100% 100% 100% 9% 33% 66% 40% 100% 24%
4/22/2019 100% 100% 100% 39%
40% 3% 3% 44%
100% 22% 22% 58%
15%
29%
Total Complete 6/17/2019 100% 100% 100% 64% 64% 10% 100% 41% 41% 73%
8/19/2019 100% 100% 100% 100% 100% 70% 100% 66% 66% 87%
10/21/2019 100% 100% 100% 100% 100% 100% 100% 100% 119% 100%
$ $ $ $ $ $ $ $ $ $
1,656,958.55 2,448,060.56 2,657,824.73 3,012,857.38 627,514.58 1,884,034.56 561,000.00 3,040,904.75 923,458.70 1,838,256.85
Project Schedule Construction on the Millwright Building is scheduled to begin with pre-construction activities beginning on August 15th, 2018, and ultimately end with final inspections and obtaining a certificate of occupancy by November 18th, 2019. Initial mobilization on site will occur on August 20th, 2018, with the procurement of long lead time items occuring the day after. Earthwork activities and utilities installation will begin starting September 3rd. Work on foundations will begin on October 10th, 2018 and end by November 23rd, 2018. Delivery of long lead time fabricated steel by November 26th will allow us to commence steel erection on November 27th, 2018 and end by February 4, 2019. During this time, concrete work will be taking place between December 18th, 2018 to April 10th, 2019. Elevator installation is scheduled in this time period, between February 12th, 2019 to April 8, 2019th. At the same time, various HVAC and electrical work will all commence, starting February 12th, 2019 and last all the way to October 3rd, 2019. Carpentry, masonry, and roofing work is scheduled for March 29th, 2019 up to July 5th, 2019. Glazing and enclosures installation is set for May 24th, 2019 and finish by August 15th, 2019. In the meantime, plumbing systems are set to be installed from May 31st, 2019 all the way to October 3rd, 2019. Around the same time, safety & security systems will be installed between June 14th, 2019 - July 3rd, 2019. Building finishes will occur starting June 28th, 2019 and end on October 17th, 2019. Final clean up and occupancy certification will occur between August 2nd, 2019 to October 24th, 2019, with final inspections, closing, and turnover lasting from October 24th, 2019 to October 31st, 2019. Official occupancy should be obtained by November 18th, 2019 and final payment request the next day. Included next is a schedule of the major general construction activities in a condensed, ‘milestone format’ and a second schedule with specific tasks included spanning several pages.
______________________________________________________________________
ID 0
Task Name
Duration
Start
Finish H2
Millwright Construction
330 days Wed 8/15/1Tue 11/19/19
1
General Conditions
17 days
Wed 8/15/18Thu 9/6/18
9
Long Lead Procurement
70 days
Tue 8/21/18 Mon 11/26/18
17
Mobilize on Site
10 days
Mon 8/20/18Fri 8/31/18
23
Site Grading and Utilities
36 days
Mon 9/3/18 Mon 10/22/18
32
Foundations
33 days
Wed 10/10/1Fri 11/23/18
47
Steel Erection
50 days
Tue 11/27/18Mon 2/4/19
54
Form and Pour Concrete ‐ Floors and Roof
82 days
Tue 12/18/18Wed 4/10/19
82
Carpentry Work
15 days
Fri 3/29/19 Thu 4/18/19
84
Masonry Work
98 days
Tue 1/15/19 Thu 5/30/19
92
Roofing
31 days
Fri 5/24/19 Fri 7/5/19
98
Window wall and store front closures
60 days
Fri 5/24/19 Thu 8/15/19
103
Building Finishes
80 days
Fri 6/28/19 Thu 10/17/19
115
Elevators
40 days
Tue 2/12/19 Mon 4/8/19
119
Plumbing
90 days
Fri 5/31/19 Thu 10/3/19
124
Electrical
168 days
Tue 2/12/19 Thu 10/3/19
131
Heating and Ventilating ‐ AC
168 days
Tue 2/12/19 Thu 10/3/19
137
Electronic Safety & Security
14 days
Fri 6/14/19 Wed 7/3/19
145
Final Clean‐up and Occupancy
60 days
Fri 8/2/19
150
Complete Final Inspections
6 days
Thu 10/24/19Thu 10/31/19
155
Complete punch list items from all inspections
2 wks
Fri 11/1/19 Thu 11/14/19
156
Obtain certificate of occupancy
2 days
Fri 11/15/19 Mon 11/18/19
157
Issue final completion documents including warranties
1 day
Fri 11/15/19 Fri 11/15/19
158
Issue final request for payment
1 day
Tue 11/19/19
Project: Millwright Construction Date: Sun 4/8/18
Task
Project Summary
Summary
Critical
Thu 10/24/19
Tue 11/19/19 Progress
Page 1
2019
H1
H2
ID 0 1
Task Name
Duration
Start
Finish Aug
Millwright Construction
17 days
Wed 8/15/18Thu 9/6/18
2
Receive notice to proceed and sign contract
3 days
Wed 8/15/18
Fri 8/17/18
3
Submit bond and insurance documents
2 days
Mon 8/20/18
Tue 8/21/18
4
Prepare and submit project schedule
2 days
Wed 8/22/18
Thu 8/23/18
5
Prepare and submit schedule of values
2 days
Fri 8/24/18 Mon 8/27/18
6
Obtain building permits
4 days
Mon 8/20/18
7
Submit preliminary shop drawings
2 wks
Fri 8/24/18 Thu 9/6/18
Submit monthly requests for payment
1 day
Mon 8/20/18 Mon 8/20/18
70 days
Tue 8/21/18 Mon 11/26/18
8 9
General Conditions
Long Lead Procurement Submit shop drawings and order long lead items ‐ steel
2 wks
Tue 8/21/18 Mon 9/3/18
11
Submit shop drawings and order long lead items ‐ roofing
2 wks
Fri 9/7/18
Thu 9/20/18
12
Submit shop drawings and order long lead items ‐ elevator
2 wks
Fri 9/7/18
Thu 9/20/18
13
Submit shop drawings and order long lead items ‐ plumbing
2 wks
Fri 9/7/18
Thu 9/20/18
14
Submit shop drawings and order long lead items ‐ electric
2 wks
Fri 9/7/18
Thu 9/20/18
15
Submit shop drawings and order long lead items ‐ HVAC
2 wks
Fri 9/7/18
Thu 9/20/18
16
Detail, fabricate and deliver steel
12 wks
Tue 9/4/18
Mon 11/26/18
10 days
Mon 8/20/18Fri 8/31/18
18
Install temporary power
2 days
Mon 8/20/18
Tue 8/21/18
19
Install temporary water service
2 days
Mon 8/20/18
Tue 8/21/18
20
Set up site office
3 days
Wed 8/22/18
Fri 8/24/18
21
Set line and grade benchmarks
3 days
Mon 8/27/18
Wed 8/29/18
22
Prepare site ‐ lay down yard and temporary fencing
2 days
Thu 8/30/18 Fri 8/31/18
36 days
Mon 9/3/18 Mon 10/22/18
23
Mobilize on Site
Site Grading and Utilities
24
Secure site access and temporary parking area 2 days
Mon 9/3/18 Tue 9/4/18
25
Rough grade site (cut and fill)
1 wk
Wed 9/5/18 Tue 9/11/18
26
Install storm drainage
2 wks
Wed 9/12/18
Tue 9/25/18
27
Install exterior fire line and building fire riser
2 wks
Wed 9/12/18
Tue 9/25/18
28
Grade in Earth Ramps
2 days
Fri 10/19/18 Mon 10/22/18
29
Perform final site grading
2 wks
Wed 9/26/18
Project: Millwright Construction Date: Sun 4/8/18
Oct
Nov
Dec
2019
Jan
Thu 8/23/18
10
17
Sep
330 days Wed 8/15/1Tue 11/19/19
Task
Summary
Tue 10/9/18
Project Summary
Critical
Progress
Page 1
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
ID
Task Name
Duration
Start
Finish
Tue 10/16/18
Aug
30
Erect building batter boards and layout building
1 wk
Wed 10/10/18
31
Place Mobile Boom Crane
2 days
Wed 10/17/1Thu 10/18/18
32
Site Grading and Utilities
0 days
Thu 10/18/18Thu 10/18/18
33 days
Wed 10/10/1Fri 11/23/18
33
Foundations
34
Excavate foundations
2 wks
Wed 10/10/18
Tue 10/23/18
35
Excavate elevator pit
2 days
Wed 10/10/18
Thu 10/11/18
36
Form column piers and spread foundations
4 days
Wed 10/24/18
Mon 10/29/18
37
Rough‐in electric and plumbing in elevator
4 days
Fri 10/12/18 Wed 10/17/18
38
Form elevator pit walls
4 days
Thu 10/18/18
Tue 10/23/18
39
Set reinforcing and anchor bolts
4 days
Tue 10/30/18
Fri 11/2/18
40
Pour column piers and foundations
5 days
Mon 11/5/18
Fri 11/9/18
41
Pour concrete elevator walls
1 day
Wed 10/24/18
Wed 10/24/18
42
Cure elevator wall concrete
7 days
Thu 10/25/18
Fri 11/2/18
43
Cure piers and foundations
7 days
Mon 11/12/18
Tue 11/20/18
44
Strip wall forms
1 day
Mon 11/5/18
Mon 11/5/18
45
Strip column piers and foundation forms
3 days
Wed 11/21/1Fri 11/23/18
46
Install pneumatic tube in elevator pit
3 days
Tue 11/6/18 Thu 11/8/18
47
Prepare and pour concrete floor in elevator pit 1 day
48
Steel Erection
50 days
Tue 11/27/18
Mon 12/17/18
50
Erect steel columns, beams and joist ‐ 4th floor 2 wks and roof
Tue 12/18/18
Mon 12/31/18
51
Install miscellaneous iron and bracing ‐ 1st, 2nd, and 3rd floors
3 wks
Tue 12/18/18
Mon 1/7/19
52
Install miscellaneous iron and bracing ‐ 4th floor and roof
2 wks
Tue 1/1/19
Mon 1/14/19
53
Install stairs and miscellaneous iron railing
2 wks
Tue 1/15/19 Mon 1/28/19
54
Touch‐up paint on steel
1 wk
Tue 1/29/19 Mon 2/4/19
82 days
Tue 12/18/18Wed 4/10/19
56
Install electrical underground
1 wk
Tue 2/5/19
57
Install plumbing underground
1 wk
Tue 2/12/19 Mon 2/18/19
58
Install rebar and in‐floor utilities
4 days
Tue 2/19/19 Fri 2/22/19
59
Form 1st floor
4 days
Tue 2/5/19
Fri 2/8/19
60
Pour 1st floor slab
4 days
Mon 2/11/19
Thu 2/14/19
61
Cure 1st floor slab
7 days
Fri 2/15/19 Mon 2/25/19
62
Strip forms from 1st floor slab
2 days
Tue 2/26/19 Wed 2/27/19
63
Form 2nd floor including all floor openings
5 days
Mon 2/11/19
Project: Millwright Construction Date: Sun 4/8/18
Task
Nov
Dec
2019
Jan
10/18
Tue 11/27/18Mon 2/4/19
Erect steel columns, beams and joist ‐ 1st, 2nd 3 wks and 3rd floors
Form and Pour Concrete ‐ Floors and Roof
Oct
Fri 11/9/18 Fri 11/9/18
49
55
Sep
Summary
Mon 2/11/19
Fri 2/15/19
Project Summary
Critical
Progress
Page 2
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
ID
Task Name
Duration
Start
Finish Aug
64
Install rebar and in‐floor utilities (including mechanical, electrical, plumbing)
5 days
Tue 12/18/18
Mon 12/24/18
65
Pour 2nd floor slab
4 days
Mon 2/18/19
Thu 2/21/19
66
Cure 2nd floor slab
7 days
Fri 2/22/19 Mon 3/4/19
67
Strip forms from 2nd floor slab
2 days
Tue 3/5/19
Wed 3/6/19
68
Form 3rd floor including all floor openings
5 days
Mon 2/18/19
Fri 2/22/19
69
Install rebar and in‐floor utilities (including mechanical, electrical, plumbing)
5 days
Tue 3/5/19
Mon 3/11/19
70
Pour 3rd floor slab
4 days
Tue 3/12/19 Fri 3/15/19
71
Cure 3rd floor slab
7 days
Mon 3/18/19
Tue 3/26/19
72
Strip forms from 3rd floor slab
2 days
Wed 3/27/19
Thu 3/28/19
73
Form 4th floor including all floor openings
5 days
Mon 2/25/19
Fri 3/1/19
74
Install rebar and in‐floor utilities (including mechanical, electrical, plumbing)
5 days
Tue 3/5/19
Mon 3/11/19
75
Pour 4th floor slab
4 days
Tue 3/12/19 Fri 3/15/19
76
Cure 4th floor slab
7 days
Mon 3/18/19
Tue 3/26/19
77
Strip forms from 4th floor slab
2 days
Mon 2/11/19
Tue 2/12/19
78
Form roof slab including all floor openings
5 days
Fri 3/29/19 Thu 4/4/19
79
Install rebar and in‐floor utilities (including mechanical, electrical, plumbing)
5 days
Wed 3/27/19
Tue 4/2/19
80
Pour roof slab
4 days
Fri 4/5/19
Wed 4/10/19
81
Cure roof slab
7 days
Mon 2/11/19
Tue 2/19/19
82
Strip forms from roof slab
2 days
Wed 2/20/19
Thu 2/21/19
15 days
Fri 3/29/19 Thu 4/18/19
3 wks
Fri 3/29/19 Thu 4/18/19
83 84 85
Carpentry Work Install exterior sheathing and metal studs
98 days
Tue 1/15/19 Thu 5/30/19
86
Rough‐in plumbing at toilets and masonry walls
4 wks
Thu 2/28/19 Wed 3/27/19
87
Lay masonry at core, mechanical, and toilets
4 wks
Tue 1/15/19 Mon 2/11/19
88
Install exterior masonry work
5 wks
Fri 4/19/19 Thu 5/23/19
89
Install roof drains
2 days
Fri 5/24/19 Mon 5/27/19
90
Install tile in toilet rooms
2 wks
Thu 3/28/19 Wed 4/10/19
91
Clean masonry
1 wk
Fri 5/24/19 Thu 5/30/19
92
Clean toilet room tile
1 wk
Thu 4/11/19 Wed 4/17/19
93
Masonry Work
Roofing
Project: Millwright Construction Date: Sun 4/8/18
31 days Task
Sep
Oct
Nov
Dec
2019
Jan
Fri 5/24/19 Fri 7/5/19 Summary
Project Summary
Critical
Progress
Page 3
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
ID
Task Name
Duration
Start
Finish Aug
94
Install flashing at parapet walls
4 days
Fri 5/24/19 Wed 5/29/19
95
Pour lightweight concrete roof fill
2 days
Thu 5/30/19 Fri 5/31/19
96
Install seamless roofing material
5 days
Mon 6/10/19
Fri 6/14/19
97
Spread stone ballast on seamless roof
5 days
Mon 6/17/19
Fri 6/21/19
98
Set rooftop equipment
2 wks
Mon 6/24/19
Fri 7/5/19
99
60 days
Fri 5/24/19 Thu 8/15/19
100
Install window wall aluminum and glass
5 wks
Fri 5/24/19 Thu 6/27/19
101
Install interior stud walls and drywall
5 wks
Fri 6/28/19 Thu 8/1/19
102
Install interior doors and hardware
2 wks
Fri 8/2/19
103
Install store front doors and hardware
3 wks
Fri 5/24/19 Thu 6/13/19
104
Window wall and store front closures
80 days
Fri 6/28/19 Thu 10/17/19
Install millwork and wood trim
3 wks
Fri 8/2/19
106
Paint walls and woodwork
4 wks
Fri 8/23/19 Thu 9/19/19
107
Install conduit at ceiling plenum space
3 wks
Fri 6/28/19 Thu 7/18/19
108
Install duct in ceiling plenum space
3 wks
Fri 8/2/19
109
Install ceiling grid
2 wks
Fri 8/23/19 Thu 9/5/19
110
Install ceiling tile
2 wks
Fri 9/6/19
Thu 9/19/19
111
Hang wallpaper
2 wks
Fri 9/6/19
Thu 9/19/19
112
Install building carpet
4 wks
Fri 9/20/19 Thu 10/17/19
113
Install hardware and accessories
3 wks
Fri 9/20/19 Thu 10/10/19
114
Complete interior and exterior sod and plantings
2 wks
Fri 9/20/19 Thu 10/3/19
115
Pave, curb, and stripe parking lot
2 wks
Fri 10/4/19 Thu 10/17/19
40 days
Tue 2/12/19 Mon 4/8/19
4 wks
Tue 2/12/19 Mon 3/11/19
118
Set equipment in mechanical room
2 wks
Tue 3/12/19 Mon 3/25/19
119
Test and align doors and equipment
2 wks
Tue 3/26/19 Mon 4/8/19
90 days
Fri 5/31/19 Thu 10/3/19
121
Rough‐in plumbing in drywall walls
4 wks
Fri 6/28/19 Thu 7/25/19
122
Tie‐in fire line riser and set valves
2 wks
Fri 5/31/19 Thu 6/13/19
123
Set plumbing fixtures and trim
3 wks
Fri 7/26/19 Thu 8/15/19
Flush, test, and clean piping and fixtures
2 wks
Fri 9/20/19 Thu 10/3/19
146 days
Thu 2/28/19 Thu 9/19/19
124 125
Electrical
126
Rough‐in electrical in masonry walls
4 wks
Thu 2/28/19 Wed 3/27/19
127
Rough‐in electrical in drywall walls
4 wks
Fri 6/28/19 Thu 7/25/19
128
Pull wire in conduit and set area transformers 3 wks
Fri 7/19/19 Thu 8/8/19
129
Install and terminate electrical devices
Fri 8/9/19
Project: Millwright Construction Date: Sun 4/8/18
Task
3 wks
Summary
Dec
2019
Jan
Thu 8/22/19
Set elevator equipment in shafts
Plumbing
Nov
Thu 8/22/19
117
120
Elevators
Oct
Thu 8/15/19
105
116
Building Finishes
Sep
Thu 8/29/19
Project Summary
Critical
Progress
Page 4
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
ID 130 131 132
Task Name
Duration
Start
Finish
Make electrical terminations for HVAC equipment
2 days
Fri 8/9/19
Mon 8/12/19
Install light fixtures ‐ test and clean
2 wks
Fri 9/6/19
Thu 9/19/19
168 days
Tue 2/12/19 Thu 10/3/19
Aug
Heating and Ventilating ‐ AC
133
Set equipment in mechanical room
2 wks
Tue 2/12/19 Mon 2/25/19
134
Rough‐in mechanical in masonry walls
4 wks
Fri 2/22/19 Thu 3/21/19
135
Rough‐in mechanical in drywall walls
2 wks
Fri 6/28/19 Thu 7/11/19
136
Install duct in building chase
3 wks
Fri 6/28/19 Thu 7/18/19
137
Set HVAC trim and test and balance system
4 wks
Fri 9/6/19
Electronic Safety & Security
14 days
Fri 6/14/19 Wed 7/3/19
139
Hooking Door Operators
2 days
Fri 6/14/19 Mon 6/17/19
140
Installing Card Readers
3 days
Tue 6/18/19 Thu 6/20/19
141
Programming System
1 day
Fri 6/21/19 Fri 6/21/19
142
Access Control
2 days
Mon 6/24/19
Tue 6/25/19
143
Intrusion Detection
2 days
Wed 6/26/19
Thu 6/27/19
144
Electronic Surveillance
2 days
Fri 6/28/19 Mon 7/1/19
145
Fire Detection & Alarm
2 days
Tue 7/2/19
Wed 7/3/19
60 days
Fri 8/2/19
Thu 10/24/19
Final Clean‐up and Occupancy
147
Install hard tile flooring in common areas
1 wk
Fri 8/2/19
Thu 8/8/19
148
Clean hard tile floors
4 days
Fri 8/9/19
Wed 8/14/19
149
Remove debris from building and do final clean‐up
4 days
Fri 10/18/19 Wed 10/23/19
150
Substantial completion date
1 day
Thu 10/24/19
Thu 10/24/19
151
Complete Final Inspections
6 days
Thu 10/24/19
Thu 10/31/19
152
Complete elevator inspection and certification 3 days
Thu 10/24/19
Mon 10/28/19
153
Perform architect's inspection
1 day
Tue 10/29/19
Tue 10/29/19
154
Perform local building agency inspection
1 day
Wed 10/30/19
Wed 10/30/19
155
Perform Fire Marshal's inspection
1 day
Thu 10/31/19
Thu 10/31/19
156
Complete punch list items from all inspections
2 wks
Fri 11/1/19 Thu 11/14/19
157
Obtain certificate of occupancy
2 days
Fri 11/15/19 Mon 11/18/19
158
Issue final completion documents including warranties
1 day
Fri 11/15/19 Fri 11/15/19
159
Issue final request for payment
1 day
Tue 11/19/19
Project: Millwright Construction Date: Sun 4/8/18
Task
Summary
Oct
Nov
Dec
2019
Jan
Thu 10/3/19
138
146
Sep
Tue 11/19/19
Project Summary
Critical
Progress
Page 5
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Site Logistics General Site Plan The site at 533 3rd Street S is an extremely tight urban site with high traffic volume in the surrounding area. Pedestrian sidewalks border the site as well as two bike lanes on the west and east side. A taller office building is conjoined to this building, making crane work challenging. All deliveries to the site will be Just in Time deliveries due to the very limited storage space on site. A small office trailer will be set up in a parking lot directly across the street. The office trailer will be for superintendents and those working in field operations. An office space in the joined tower has been rented to house all other project operations staff. There will be six portable toilets around the site, one on each floor and one on the ground. They will need to be moved around according to the days site plans. Most if not all deliveries will take place from an east to west direction down 3​rd​ street. This will also match the general east to west workflow that will be implemented during building construction. Workers will take breaks in place and eat lunch in temporary defined areas on the site. All gates in and out of the site will be slide type with the exception of gate 5 which will be hinged. Personnel gates as well as all emergency exits will be swing type gates. This project will use all-terrain high lift forklifts as the primary means of getting materials from the ground to specified floor. All dumpsters will be 30 yd roll-offs.
______________________________________________________________________
SP-1: Demo & Earthwork Site Plan During this phase of construction, demolition of existing site conditions as well as earthwork excavation will be taking place. Truck traffic will be brought in through Gate 1 and exit through Gate 3. All truck traffic at this stage will take place on 3​rd​ street. Most deliveries and haul aways will be via quad axle dump. Since the site will be mostly bare earth at this point, shakedown pads will be at all gates. Earth ramps will be used to gain access to the foundation pit. Included next is a logistics plan for the earthwork stage of the project.
______________________________________________________________________
G-1
G-2
G-3
WORK FLOW
EX-2 EX-1
G
GATE
EX
EMERGENCY EXIT GATE
PG
PERSONNEL EXIT GATE SHAKE DOWN PAD JERSEY BARRIER WITH CHAIN LINK FENCE MOVABLE TRAFFIC CONES TEMP. RAMP TO BASEMENT DUMPSTER
Demo/ Earthwork Site Plan SP-1
SP-2: Foundation Site Plan During this stage of construction, building of the foundation will be taking place. This phase is mostly concrete and rebar construction. Due to the small site, two all-terrain forklifts will be employed to move rebar and other supplies in and out of the foundation. Concrete will be pumped into the foundation via truck mounted concrete pump staged around the perimeter of the site. Concrete trucks will be staged in the truck delivery lane on 3​rd​ street, then pulled into the site one at a time when needed. Included next is a logistics plan for the foundations stage of the project.
______________________________________________________________________
Truck Delivery
BIFF
PG-2
PG-1 G-1
G-2
G-3
Minimum Crane Road Width 22 ft (Remove fencing from jersey barrier when crane is in narrow section to allow for swing radius)
WORK FLOW
EX-2 EX-1
G
GATE
EX
EMERGENCY EXIT GATE
PG
PERSONNEL EXIT GATE SHAKE DOWN PAD JERSEY BARRIER WITH CHAIN LINK FENCE MOVABLE TRAFFIC CONES CRANE ROAD CONCRETE PUMP TRUCK ROUTE TEMP. RAMP TO BASEMENT DUMPSTER
Foundation Site Plan SP-2
SP-3: Steel Erection Site Plan During this phase of construction, the steel will be erected. A Manitowoc 777 200 ton crawler crane will be used with a 140ft luffing jib. This crane was chosen for its physical dimensions, being only 20 ft wide, making it ideal to fit onto the compact site boundary. The crane road will run along 3​rd​ street. All steel deliveries will arrive on flatbed semis and pull up in the truck unloading zone on 3rd street. When the crane is positioned in the narrow section of the crane road, the fence must be removed from the jersey barrier to allow for adequate swing radius. Included next is a logistics plan for the steel erection stage of the project.
______________________________________________________________________
Truck Delivery PG-2
PG-1 G-1
G-2
G-3
Minimum Crane Road Width 22 ft (Remove fencing from jersey barrier when crane is in narrow section to allow for swing radius)
WORK FLOW
EX-2 EX-1
G
GATE
EX
EMERGENCY EXIT GATE
PG
PERSONNEL EXIT GATE SHAKE DOWN PAD JERSEY BARRIER WITH CHAIN LINK FENCE MOVABLE TRAFFIC CONES CRANE ROAD DUMPSTER
Steel Erection Site Plan SP-3
SP-4: Exterior Finishes Site Plan SP-3 and SP-4 will have a staggered start. Once the first wall of steel is erected the easternmost phase of SP-4 will begin. They will follow along until the transition is complete from SP-3 to SP-4. A Grove 60 ton truck mounted all terrain crane will be used to install the exterior facade. The small size of the crane will allow for trucks to pull up next to it and be unloaded. This site plan procedure can be split into three phases in order to reduce the amount of simultaneous lane closures to two. All terrain forklifts will also be utilized in order to bring other materials to the upper floors for various working trades through an opening in the facade. Included next is a logistics plan for the exterior finishes stage of the project.
______________________________________________________________________
Truck Delivery
PG-1
PG-2
G-1
G-2
G-3
Temporary doors installed in windows to allow forklift access to all floors
G-4
Truck Delivery
WORK FLOW
G-5
EX-2 EX-1
G
GATE
EX
EMERGENCY EXIT GATE
PG
PERSONNEL EXIT GATE SHAKE DOWN PAD JERSEY BARRIER WITH CHAIN LINK FENCE MOVABLE TRAFFIC CONES CRANE ROAD FASCIA CRANE AREA TEMP. LANE MARKERS TEMP. WINDOW OPENING DUMPSTER
Fascia Hanging Site Plan SP-4
SP-5 Interior Finishes Site Plan During this phase of construction most work will be occuring in the interior. There will be a lane for delivery trucks to pull in and be unloaded. An all-terrain forklift will be used to unload supplies as well as lift materials to the required floors though window access on the east side. Landscaping and some hard surface work will also be taking place during this time until completion. Included next is a logistics plan for the interior finishes stage of the project.
______________________________________________________________________
G-2
Truck Delivery G-1
G-3
Temporary doors installed in windows to allow forklift access to all floors
WORK FLOW
EX-2 EX-1
G
GATE
EX
EMERGENCY EXIT GATE
PG
PERSONNEL EXIT GATE SHAKE DOWN PAD JERSEY BARRIER WITH CHAIN LINK FENCE MOVABLE TRAFFIC CONES CRANE ROAD CONCRETE PUMP TRUCK ROUTE TEMP RAMP TO BASEMENT TEMP WINDOW OPENING DUMPSTER
Interior Finishes Site Plan SP-2
Attachments and Appendices The following is a list of additional documentation and attachments of requisite and of interest to Millwright for further information about LFRR Construction and our practices. -
Original intent to respond form Surety agent letter & bid bond Auditor’s report & audited financials (2017-2018) Auditor’s report & audited financials (2016-2017) Auditor’s report & audited financials (2015-2016) Standard certificate of insurance Safety plans Sheet list Building construction estimate Bi-monthly draw reports
______________________________________________________________________
Announcement of Intent to Respond January 26th, 2018 Mr. Jason Brekken Ryan Companies 50 South 10th St. Suite 300 Minneapolis, MN 55403 jason.brekken@ryancompanies.com ____________________________________________________________________________________________________________________________________________________________
Letter of Intent to Respond Request for Proposal for The Millwright Building RFP# 2018-001 Dear Mr. Brekken: I would like to indicate our interest in the above Request for Proposal (RFP) and to be notified for any updates and amendments to the RFP. Construction Team Member Email Addresses: Email #1: rette013@lfrrcon.com Email #2: rakxx010@lfrrcon.com Email #3: frica004l@lfrrcon.com Email #4: lozax009@lfrrcon.com Sincerely,
Kole Retterath, Nathan Cruz Rak, Nicholas Fricano, Alejandro Loza Jason Brekken, Ryan Companies 50 South 10th St. Suite 300, Minneapolis, MN 55403 jason.brekken@ryancompanies.com LFRR Construction ______________________________________________________________________
​Affiliated Insurance Services
Affiliated Insurance Services LLC 12805 Highway 55, Suite 212 Plymouth, MN 55441 763-551-1300
April 1st, 2018 RE:​ LFRR - Surety Bonding Capacity
To whom it may concern, This letter serves to confirm that Affiliated Insurance Services LLC as agent handles the bonding needs of LFRR Construction. Please be advised that LFRR Construction have been pre-qualified by Affiliated Insurance Services LLC for a bid bond in excess of $100,000 bonding capacity. It is understood that any arrangement for performance or payment bonds is a matter between LFRR Construction, Affiliated Insurance Services LLC and their subsidiaries and we assume no liability any the third parties or to you if for any reason we do not execute said bonds. We do not hesitate in our strong recommendation of LFRR Construction, their ability, and their professionalism. Should you have any questions, please feel free to contact me. Sincerely,
Debra Marofsky Agency Principal ______________________________________________________________________
Bid Bond
Document A310 - 2010
CONTRACTOR: (name, legal address)
LFRR Construction 89 Church Street SE Minneapolis, MN 55455
SURETY: (name, principal place of business) Affiliated Insurance Services LLC 12805 Highway 55, Suite 212 Plymouth, MN 55441
OWNER:
This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any
singular reference to Contractor, Owner or other party shall be considered singular where applicable.
(name, address)
Surety,
Millwright Development Inc 533 3rd Street S Minneapolis, MN 55413 BOND AMOUNT: $100,000 PROJECT: (name, address)
The Millwright Building 533 3rd Street S Minneapolis, MN 55413 The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the owner and Contractor to extend the time in which the owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding thirty (30) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety’s consent for an extension beyond thirty (30) days. If this Bond is issued in connection with a subcontractor’s bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this _____1st____ day of _____April, 2018_____. ________
________________________
(principal) ________ (witness)
________ (witness)
_______________________
________________________
________ (title)
________________________
________ (surety)
_______________________
________ (title)
_______________________
______________________________________________________________________
Independent Auditor’s Report LFRR Construction 89 Church Street SE Minneapolis, MN 55455 Report on Financial Statements We have audited the accompanying financial statements of LFRR Construction, which compromise the statement of financial position as of April 1st, 2018, and the related statements of activity, functional expenses, and cash flows for the year then ended. Management's Responsibility for Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America. This includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of america. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditor’s judgement, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Opinion In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of LFRR Construction as of April 1st, 2018, and the results of its operations and cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America.
Scott Nordeen Principal St. Paul, Minnesota April 1st, 2018
______________________________________________________________________
LFRR Construction Condensed Statement of Financial Position 2018
Balance Sheet Assets Current assets Property and equipment Other assets Liabilities Current liabilities Long term liabilities
2017
.
5,750,000 $ $ 13,000,000 $ 1,250,000
$ 5,000,000 $ 12,750,000 $ 1,150,000
$ 125,000 $ 375,000
$ 120,000 $ 380,000
Equity $ 19,500,000
Total equity 18,400,000 Income Statement Revenue Total revenues 9,200,000 Expenses Total expenses
$
$ 9,600,000
$
$ 8,500,000
$ 8,200,000
$ 1,100,000
$
$ 1,100,000
$ 1,000,000
$ 700,000
$ 600,000
$ 900,000
$ 800,000
Profit Total profits 1,000,000 Cash Flow Statement Operating activities Total cash flow Investing activities Total cash flow Financing activities Total cash flow
Auditor’s Report We have examined all statements, expenses, and cash flows of the above organization for the period ending on April 1st, 2018, and certify that the above income and expenditures account and balance sheet show a true and fair review of LFRR Construction’s finances as of that date. _________ (name)
_______________________
______________________________________________________________________
Independent Auditor’s Report LFRR Construction 89 Church Street SE Minneapolis, MN 55455 Report on Financial Statements We have audited the accompanying financial statements of LFRR Construction, which compromise the statement of financial position as of April 1st, 2017, and the related statements of activity, functional expenses, and cash flows for the year then ended. Management's Responsibility for Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America. This includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of america. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditor’s judgement, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Opinion In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of LFRR Construction as of April 1st, 2017, and the results of its operations and cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America.
Scott Nordeen Principal St. Paul, Minnesota April 1st, 2017
______________________________________________________________________
LFRR Construction Condensed Statement of Financial Position 2017
Balance Sheet Assets Current assets Property and equipment Other assets Liabilities Current liabilities Long term liabilities
2016
.
5,000,000 $ $ 12,750,000 $ 1,150,000
$ 4,500,000 $ 12,500,000 $ 1,000,000
$ 120,000 $ 380,000
$ 200,000 $ 400,000
Equity $ 18,400,000
Total equity 17,400,000 Income Statement Revenue Total revenues 8,900,000 Expenses Total expenses
$
$ 9,200,000
$
$ 8,200,000
$ 8,100,000
Profit Total profits 800,000 Cash Flow Statement Operating activities Total cash flow Investing activities Total cash flow Financing activities Total cash flow
$ 1,000,000
$
$ 1,000,000
$ 800,000
$ 600,000
$ 600,000
$ 800,000
$ 700,000
Auditor’s Report We have examined all statements, expenses, and cash flows of the above organization for the period ending on April 1st, 2017, and certify that the above income and expenditures account and balance sheet show a true and fair review of LFRR Construction’s finances as of that date. _________ (name)
_______________________
______________________________________________________________________
Independent Auditor’s Report LFRR Construction 89 Church Street SE Minneapolis, MN 55455 Report on Financial Statements We have audited the accompanying financial statements of LFRR Construction, which compromise the statement of financial position as of April 1st, 2016, and the related statements of activity, functional expenses, and cash flows for the year then ended.. Management's Responsibility for Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America. This includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of america. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditor’s judgement, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Opinion In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of LFRR Construction as of April 1st, 2016, and the results of its operations and cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America.
Scott Nordeen Principal St. Paul, Minnesota April 1st, 2016
______________________________________________________________________
LFRR Construction Condensed Statement of Financial Position 2016
Balance Sheet Assets Current assets Property and equipment Other assets Liabilities Current liabilities Long term liabilities
2015
.
4,500,000 $ $ 12,500,000 $ 1,000,000
$ 4,250,000 $ 11,500,000 $ 950,000
$ 200,000 $ 400,000
$ 35,000 $ 65,000
Equity $ 17,400,000
Total equity 16,600,000 Income Statement Revenue Total revenues 8,750,000 Expenses Total expenses
$
$ 8,900,000
$
$ 8,100,000
$ 7,975,000
Profit $ 800,000
Total profits 775,000 Cash Flow Statement Operating activities Total cash flow Investing activities Total cash flow Financing activities Total cash flow
$
$ 800,000
$ 775,000
$ 600,000
$ 575,000
$ 700,000
$ 675,000
Auditor’s Report We have examined all statements, expenses, and cash flows of the above organization for the period ending on April 1st, 2016, and certify that the above income and expenditures account and balance sheet show a true and fair review of LFRR Construction’s finances as of that date. _________ (name)
_______________________
______________________________________________________________________
si gnat ur e
LFRRConst r uct i on,89Chur chSt r eetSE Mi nneapol i s,MN55413
651-555-1996 612-555-1234
TheMi l l wr i ghtBui l di ng,5333r dSt r eetS Mi nneapol i s,MN55413
Fi del i t yBondCov er age
05969798999 2016
2020
5, 000, 000 2, 500, 000 500, 000
02636465666 2017
2021
750, 000
09585756555 2018
2020
1, 000, 000
01525354555 2018
2022 $ 250, 000
Mi l l er Har t wi gI ns ur anc e 20960Hol y ok eAv enue,P. O.Box1 177 Lak ev i l l e,MN55044 952-469-5502
Site Safety Procedures: Project site safety is grounded in our safety policy that is followed by all personnel on the site. Having a solid safety policy is important to as as it represents how we intend to address safety on the jobsite and clearly communicates expectations to all employees. Our company's safety policy is ‘We are committed to creating a workplace that is safe, healthy and promotes prevention of accidents as a prime concern of all employees. This includes the safety and wellbeing of our employees, subcontractors, and customers. Our employees are our most valuable assets, and their safety and health is our first priority. We will provide training, review our procedures, review accidents and maintain equipment. Every employee has a responsibility to maintain our work environment including reporting hazards and working toward preventing accidents.’ Our safety policy will be communicated and enforced throughout the company from top to bottom consisting of specific means to promote maximum employee involvement as follows: -
Weekly toolbox safety meetings to review; new potential safety hazards of the week and any accidents or injuries that may have occurred in the past Easy access to all applicable safety procedures and MSDS manual Daily stretching before work commences Appropriate job safety training for all categories of employees Accident free tracker board posted at every jobsite Safety/concern suggestion box Open door policy to freely express any safety related concerns
Safety will be governed by the procedures laid out by the company safety management department that will meet all ‘Occupational Safety and Health Act,’ (OSHA) guidelines and regulations for a safe construction work site. It will be the responsibility of the site superintendent and project manager to verify that the safety policy is being implemented to its fullest potential on the jobsite and will hold all employees, clients and authorized visitors accountable. It will be a standard operating procedure to issue a list of basic safety rules to be followed. These rules will be readily accessible from each supervisor of the trades and all subcontractors for them to issue to employees. Before construction begins there will be a safety meeting that will include all management and lead supervisory personnel of the parties involved on the project such as: Owner/owner’s representative, site superintendent, project manager from GC as well as all subcontractors, foreman/supervisors of all trades and subcontractors, and ______________________________________________________________________
trade employees that will work the site. Having all parties knowledgeable is very important to successfully implement our safety policy to uphold the highest levels of safety on our project. The enforcement of our safety policy is paramount on every project, if there are any violations to the policy it will be handled accordingly. The main reason we enforce safety strongly is to protect the wellbeing of all employees, clients and other personnel on site. Posters will be posted throughout the jobsite reminding everyone about the importance of safety and the use of required personal protective equipment (PPE). Routine job safety checklist will be conducted randomly by the site superintendent to verify that construction safety and health regulations outlined by the “Occupational Safety and Health Act of 1970,� are being followed. Safety violations shall be issued by the site superintendent to any employee, subcontractor or other personnel on the jobsite violating the safety rules or regulations. There are five basic principles in regards to safety violation protocol that will be administered as follows -
-
Violation of safety rules/regulations may result in suspension or immediate termination Receiving a written violation of safety rules/regulations will require employee/other personnel to undergo a visual/audio safety training at the discretion of site superintendent Employee/other personnel that receive three (3) written violations within a six (6) month period shall be terminated Issued a safety violation for failing to use fall protection equipment may result in immediate termination Issued a safety violation for failing to report a job related injury may result in immediate termination.
Overall construction site cleanliness will be our company's responsibility throughout the duration of the project. Cleaning of the jobsite will be conducted daily with the removal of rubbish and debris that will be disposed of using the site dumpsters that will be located in a designated staging area with easy access to all personnel. Even though the responsibility of the overall cleanliness of the site is ultimately our responsibility we will hold each employee of our company and subcontractors accountable to clean up after themselves. We will provide an appropriately sized dumpster for site waste. The dumpsters on site will be monitored and routinely disposed of or at a more frequent rate if required. Controlling mud, soil and other various materials from leaving the site we will use large crushed stone shake down bed at each exit of the site to limit the transport of ______________________________________________________________________
these materials. If needed due to weather or other variables we will bring in washboards and tire scrubbers. Surrounding streets will be cleaned by street sweepers every night after the site is shut down to remove any materials that are present. Our plan is to install fencing and barriers of the appropriate height to aid in the efforts of keeping the area outside of the site clean. Daily cleaning will occur during work as well as at the end of the work day. Major work efforts will be dedicated to keeping the site clean during the life of the project and most importantly at the end when we are ready to present a finished project. Waste produced from using hazardous materials will be properly disposed of in accordance with information provided by OSHA regulations. Only the use of authorized cleaning materials as described in the MSDS will be used.
______________________________________________________________________
PERMIT DRAWINGS LIST Sheet Section
Number
Sheet Name
01-GENERAL
G101
TITLE SHEET
G115 G120 G130 G131 G132 G133 G134 G135 G136 G137 G138 C001 C100 C101 C200 C201 C300 C400 C500 C600 C601 C602 L100 L200 L400 L500 L501 A050 A100 AD100 A101 A101M A102 A103 A104 A120 A150 A151 A200 A201 A202 A300 A320 A321 A350 A400 A450 A451 A500 A501 A502
GENERAL BUILDING SUMMARY MATERIAL ID CODE SUMMARY LIFE SAFETY PLANS LIFE SAFETY PLANS LIFE SAFETY PLANS LIFE SAFETY PLANS FIRE RATING SECTIONS FIRE RATING PLANS FIRE RATING PLANS FIRE RATING PLANS COVER SHEET SURVEY REMOVALS PLAN EROSION CONTROL PLAN POST-CONSTRUCTION NON-STORMWATER PLAN SITE PLAN GRADING PLAN UTILITY PLAN DETAILS DETAILS DETAILS OVERALL LANDSCAPE PLAN LAYOUT PLAN PLANTING PLAN PLANTING DETAILS DETAIL SHEET ARCHITECTURAL SITE PLAN BASEMENT FLOOR PLAN DEMOLITION PLANS & SECTIONS LEVEL 1 FLOOR PLAN LEVEL 1 MEZZANINE FLOOR PLAN LEVEL 2 FLOOR PLAN LEVEL 3 FLOOR PLAN LEVEL 4 FLOOR PLAN ROOF PLAN ENLARGED FLOOR PLANS-COMMON AREAS ENLARGED FLOOR PLANS-RESTROOMS REFLECTED CEILING PLANS REFLECTED CEILING PLANS REFLECTED CEILING PLANS EXTERIOR ELEVATIONS ENLARGED ELEVATIONS ENLARGED ELEVATIONS-GRANITE & FOUNDATIONS 3D VIEWS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS TYPICAL EXTERIOR DETAILS EXTERIOR DETAILS-SECTION EXTERIOR DETAILS-SECTION
02-CIVIL
03-LANDSCAPE
04-ARCHITECTURAL
05-INTERIORS
06-STRUCTURAL
A503 A504 A505 A506 A508 A510 A511 A512 A516 A520 A600 A601 A701 A702 A703 A704 A705 A900 A901 I100 I101 I101-M I102 I103 I104 I1200 I201 I201-M I202 I203 I204 I250 I300 I301 I400 I500 I501 I600 I601 I901 S000 S001 S002 S003 S004 S005 S050 S051 S052 S070 S100 S101 S101M S102 S103
EXTERIOR DETAILS-SECTION EXTERIOR DETAILS-SECTION EXTERIOR DETAILS-ROOF EXTERIOR DETAILS-ROOF EXTERIOR DETAILS-ALONG EXISTING BUILDING EXTERIOR DETAILS-PLAN EXTERIOR DETAILS-PLAN EXTERIOR DETAILS-WINDOW EXTERIOR DETAILS-BRICK INTERIOR DETAILS BUILDING SYSTEMS PARTITION TYPES STAIR 1-PLANS & SECTIONS STAIR 2A-PLANS & SECTIONS STAIR 2B-PLANS & SECTIONS ELEVATOR 1 & 2-PLANS & SECTIONS ELEVATOR 3-PLANS & SECTIONS DOOR TYPES, FRAMES, SCHEDULE WINDOW TYPES & SCHEDULES BASEMENT LEVEL - FINISH PLAN LEVEL 1 - FINISH PLAN MEZZANINE LEVEL - FINISH PLAN LEVEL 2 - FINISH PLAN LEVEL 3 - FINISH PLAN LEVEL 4 - FINISH PLAN BASEMENT LEVEL - RCP LEVEL 1 - RCP MEZZANINE LEVEL - RCP LEVEL 2 - RCP LEVEL 3 - RCP LEVEL 4 - RCP ENLARGED RCP INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR SECTIONS INTERIOR DETAILS RAILING DETAILS LOCKER ROOMS - PLANS & ELEVATIONS TYP RESTROOMS - PLANS & ELEVATIONS LEVEL 1 - FURNITURE PLAN GENERAL STRUCTURAL NOTES & INFORMATION TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS SCHEDULES AND DETAILS SCHEDULES AND DETAILS SCHEDULES AND DETAILS BRACE FRAME ELEVATIONS AND DETAILS BASEMENT FOUNDATION PLAN LEVEL 1 FRAMING PLAN MEZZANINE LEVEL FRAMING PLAN LEVEL 2 FRAMING PLAN LEVEL 3 FRAMING PLAN
07-VENTILATION
08-MECHANICAL
09-PLUMBING
S104 S105 S110 S120 S150 S160 S400 S401 S402 S500 S501 V001 V100 V101 V101M V102 V103 V104 V105 V200 V201 V201M V202 V203 V204 V205 V305 V310 V501 V502 V503 V700 V701 M000 M001 MB101 M111 M111M M112 M113 M114 M115 M401 M700 M800 PB102 PB101 P101 P101M P102 P103 P104 P105 P401 P501
LEVEL 4 FRAMING PLAN LEVEL 5 ROOF FRAMING PLAN ENLARGED FRAMING PLANS ENTRY ELEVATION PLANS ENLARGED FRAMIN PLANS VAULT PLANS AND DETAILS FOUNDATION SECTIONS AND DETAILS FOUNDATION SECTIONS AND DETAILS FOUNDATION SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS COVER SHEETE INDEX BASEMENT HVAC LEVEL 1 HVAC MEZZANINE HVAC LEVEL 2 HVAC LEVEL 3 HVAC LEVEL 4 HVAC ROOF PLAN BASEMENT HVAC OPENINGS LEVEL 1 HVAC OPENINGS MEZZANINE HVAC OPENINGS LEVEL 2 HVAC OPENINGS LEVEL 3 HVAC OPENINGS LEVEL4 HVAC OPENINGS ROOF PLAN OPENINGS 3D ROOF PLAN 3D OVERALL SECTIONS SECTIONS BUILDING SECTIONS EQUIPMENT SCHEDULES EQUIPMENT SCHEDULES MECHANICAL TITLE SHEET MECHANICAL SPECIFICATIONS BASEMENT PIPING PLAN LEVEL 1 PIPING PLAN MEZZ PIPING PLAN LEVEL 2 PIPING PLAN LEVEL 3 PIPING PLAN LEVEL 4 PIPING PLAN ROOF PIPING PLAN ENLARGED PIPING PLANS MECHANICAL DETAILS MECHANICAL SCHEDULES BASEMENT UG PLUMBING PLAN BASEMENT PLUMBING PLAN LEVEL 1 PLUMBING PLAN MEZZ PLUMBING PLAN LEVEL 2 PLUMBING PLAN LEVEL 3 PLUMBING PLAN LEVEL 4 PLUMBING PLAN ROOF PLUMBING PLAN ENLARGED PLUMBING PLANS PLUMBING RISER DIAGRAMS
10-ELECTRICAL
11-FIRE PROTECTION
P502 P503 P700 P701 P800 E000 E100 E200 E201 E201M
PLUMBING RISER DIAGRAMS PLUMBING RISER DIAGRAMS PLUMBING DETAILS PLUMBING DETAILS PLUMBING SCHEDULES TITLE SHEET UNDERGROUND PLAN BASEMENT POWER & SYSTEMS PLAN LEVEL 1 POWER & SYSTEMS PLAN LEVEL 1 MEZZANINE POWER & SYSTEMS PLAN
E202
LEVEL 2 POWER & SYSTEMS PLAN
E203
LEVEL 3 POWER & SYSTEMS PLAN
E204
LEVEL 4 POWER & SYSTEMS PLAN
E205
ROOF ELECTRICAL PLAN
E300
BASEMENT LIGHTING PLAN
E301
LEVEL 1 LIGHTING PLAN
E301M
LEVEL 1 MEZZANINE LIGHTING PLAN
E302
LEVEL 2 LIGHTING PLAN
E303
LEVEL 3 LIGHTING PLAN
E304
LEVEL 4 LIGHTING PLAN
E401
POWER DISTRIBUTION DIAGRAMS
E402
DIAGRAMS
E501
ELECTRICAL ROOMS
E502
ENLARGED BATHROOM LIGHTING PLANS
E600
LIGHT FIXTURE SCHEDULE
E601
EQUIPMENT SHCEDULES
E602
PANEL SCHEDULES (120V)
E603
PANEL SCHEDULES (277V)
FP000
TITLE PAGE
FP100
BASEMENT LAYOUT
FP101
1ST FLOOR
FP101M
1ST FLOOR MEZZANINE
FP102
2ND FLOOR
FP103
3RD FLOOR
FP104
4TH FLOOR
FP200
STANDPIPES AND RISER
SITEWORK Code
Description
Quantity
Unit of Measurement
Unit Price ($)
Total ($)
Notes
Demolition 2230 2315 2315 2225 2225 2225 2225
Tree Removal Remove Sanitary Sewer Remove Storm Sewer/Catch Basin Remove Concrete Curb Sawcut/Remove Existing Bituminous Remove Fence Remove Existing Concrete Sidewalk Subtotal
3 170 27 513 3,656 62 198
EA LF LF LF SF LF CY
$630.00 $16.00 $16.00 $5.53 $3.73 $2.30 $81.00
$1,890.00 $2,720.00 $432.00 $2,836.89 $13,636.88 $142.60 $16,038.00 $37,696.37
29,200 24,000 10,950 1,137 6,350 1,000 950
CY CY SF CY CY CY CY
$6.89 $13.45 $45.00 $6.89 $31.00 $3.11 $3.11
$201,188.00 $322,800.00 $492,750.00 $7,833.93 $196,850.00 $3,110.00 $2,954.50 $1,227,486.43
2,000 615 2,669 6
SF LF SF EA
$4.20 $8.20 $5.00 $35.00
$8,400.00 $5,043.00 $13,345.00 $210.00 $26,998.00
22 5,285 136 625 1561
CY CY CY LF SF
$52.00 $16.75 $48.50 $30.00 $32.00
$1,144.00 $88,523.75 $6,596.00 $18,750.00 $49,952.00 $164,965.75
21 LF 21 LF 2 EA
$33.00 $34.00 $500.00
40 LF
$15.00
Excavtion/Earthwork 2315 2316 2315 2225 2225 2225 2225
Site Excavation Contaminated Soil Exporting Earth Retention Site Fill/Backfill Site Grading Excavate for Utilities Backfill for Utilities Subtotal
Erosion Control 2370 2370 2370 2370 2370
Rock Construction Entrance Erosion Fiber Log Erosion Control Blanket Inlet Protection Subtotal
Paving & Site Structures 2740 2740 2750 2999 2531
Concrete Pavement w/Micro-Fibers Aggregate Base/Class V Importing Concrete Walk - 4" Curb and Gutter Pervious Pavers Subtotal
Site Utilities Water Supply 2608 Water Service Connection Fire Protection Service 2608 Gate Valve Sanitary Sewer 2530 Sanitary Sewer PVC Pipe Storm Sewer & Drainage 2529 Storm Sewer PVC Pipe 2530 Draintile Line 2946 Cleanouts 2946 Inlet Protection System
673 572 7 8
LF LF EA EA
$13.00 $14.00 $200.00 $100.00
$693.00 4" DIP Pipe $714.00 6" DIP Pipe $1,000.00 $600.00 8" PVC Pipe $8,749.00 $8,008.00 $1,400.00 $800.00
2529 Catch Basins 2530 Gaskets/Seals (ALL) Subtotal
8 EA 20 EA
$1,500.00 $40.00
$12,000.00 $800.00 $34,764.00
Site Furnishings 2850 2850 2850 2850
Street Light Foundations Street Lights Traffic Signal Pedestrian Ramps Subtotal
7 7 1 4
EA EA EA EA
$3,500.00 $4,400.00 $12,000.00 $220.00
$24,500.00 $30,800.00 $12,000.00 $880.00 $68,180.00
8 2025 138 142 24 12 4 4 3 224 44 98 163 28 6 1
EA SF CY SF CY EA EA EA EA EA EA EA EA EA EA EA
$1,400.00 $3.40 $130.00 $44.00 $220.00 $17.00 $889.00 $764.00 $770.00 $42.00 $38.00 $36.00 $39.00 $36.00 $36.00 $18,000.00
$11,200.00 $6,885.00 $17,940.00 $6,248.00 $5,280.00 $204.00 $3,556.00 $3,056.00 $2,310.00 $9,408.00 $1,672.00 $3,528.00 $6,357.00 $1,008.00 $216.00 $18,000.00 $96,868.00
Landscaping 2942 2942 2942 2942 2945 2988 2930 2930 2930 2930 2930 2930 2930 2930 2930 2931
Steel Planters Rain Garden/Planter Filter Fabric Planting Soil Scaled Slate Mulch, 4" Harwood Tree Planter System Tree - Autumn Gold Ginkgo Tree - Blue Beech Tree - Swamp White Oak Perennial - Blonde Ambition Grass Perennial - David Phlox Perennial - Gayfeather Liatris Perennial - Prairie Coreopsis Perennial - Switch Grass Perennial - Walker Jr. Catmint Irrigation System Subtotal
TOTAL Cost/SF
$1,656,959 $8.16
SUBSTRUCTURE Code
Description
Quantity
Unit of Measurement
Unit Price
Total
Notes
Concrete 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050 3050
STRUCTURAL FOUNDATION & PIERS Pad Footing F9-0 Pad Footing F9-0A Pad Footing F10-0 Pad Footing F11-0 Pad Footing F12-0 Pad Footing F14-0 Pad Footing F14-0A Pad Footing F14-0B Pad Footing F15-0 Pad Footing F37-6 Foundation Slab -12" Lean Conc @ SE Corner Foundation Walls Pier, Rectangular Pier, Round Pier, Square
3050 3050
78 5 24 10 14.222 184 17 23 26 298 11 4 266 4 0 61
CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY CY
$530.00 $410.00 $410.00 $410.00 $410.00 $410.00 $410.00 $410.00 $410.00 $410.00 $410.00 $530.00 $668.00 $440.00 $440.00 $440.00
$41,340.00 $1,905.27 $9,870.75 $4,287.37 $5,831.02 $75,400.64 $6,803.13 $9,425.08 $10,819.49 $122,102.92 $4,667.03 $2,183.07 $177,688.00 $1,818.08 $193.60 $26,880.92 $501,216.37
BASEMENT STRUCTURE Concrete Walls Grade Beams
544 CY 16 CY
$440.00 $440.00
$239,360.00 $6,820.00 $246,180.00
3050 3050 3051 3050
FLOOR 00 STRUCTURE Composite Deck/Slab SOG Lobby Steps Topping Slab
692 447 29 7
SF CY CY CY
$4.25 $440.00 $441.00 $441.00
$2,941.00 $196,680.00 $12,699.92 $2,910.60 $215,231.52
3050 3050 3050 3050
FLOOR 01 STRUCTURE Composite Deck/Slab SOG Structural Slab Topping Slab
32600 10 16 49
SF CY CY CY
$4.25 $440.00 $441.00 $442.00
$138,550.00 $4,400.00 $7,056.00 $21,658.00 $171,664.00
3050 3050 3050 3050 3050
FLOORS 1.5, 02, 03, 04 STRUCTURE Composite Deck/Slab 1.5 Composite Deck/Slab 02 Composite Deck/Slab 03 Composite Deck/Slab 04 Composite Deck/Slab 05
13400 38803 38709 38833 36251
SF SF SF SF SF
$4.25 $4.25 $4.25 $4.25 $4.25 SUBTOTAL, Concrete
$56,950.00 $164,912.75 $164,513.25 $165,040.25 $154,066.75 $1,839,774.89
Sets Sets Sets SF
$92.00 $87.00 $160.00 $2.80 SUBTOTAL, Specialties
$12,512.00 $11,832.00 $21,760.00 $2,094.40 $48,198.40
Specialties 3100 3050 3600 3050
Embed Anchor Bolts Anchor Bolt Template Non-Shrink Grout Void Form
136 136 136 748
Reinforcing Steel Code 3210 3210 3210 3210 3210 3210
Description FOOTING REINFORCING F9-0 Reinforcing - #8 F9-0A Reinforcing - #8 F10-0 Reinforcing - #8 F11-0 Reinforcing - #8 F12-0 Reinforcing - #8 F14-0 Reinforcing - #10
# Bars
LF
Weight/Ft
Unit Basis
TOTAL QUANTITY
18.00 18.00 20.00 22.00 24.00 28.00
157.50 148.50 195.00 236.50 282.00 385.00
2.67 2.67 2.67 2.67 2.67 4.303
Ton Ton Ton Ton Ton Ton
2.10 1.98 2.60 3.16 3.76 8.28
Labor $ $ $ $ $ $
850.00 851.00 852.00 853.00 854.00 855.00
Labor Extension $ $ $ $ $ $
1,787.23 1,687.09 2,217.97 2,693.16 3,215.05 7,082.20
Material $ $ $ $ $ $
1,300.00 1,301.00 1,302.00 1,303.00 1,304.00 1,305.00
Material Extension
TOTAL EXTENSION
$ $ $ $ $ $
$ $ $ $ $ $
2,733.41 2,579.20 3,389.43 4,113.93 4,909.17 10,809.67
4,520.64 4,266.29 5,607.40 6,807.08 8,124.22 17,891.87
3210 3210 3210 3210
F14-0A Reinforcing - #10 F14-0B Reinforcing - #10 F15-0 Reinforcing - #10 F37-6 Reinforcing - #10
22.00 28.00 30.00 23.00
297.00 385.00 442.50 1250.00
4.303 4.303 4.303 4.303
Ton Ton Ton Ton
6.39 8.28 9.52 26.89
$ $ $ $
856.00 857.00 858.00 859.00
$ $ $ $
5,469.80 7,098.77 8,168.49 23,101.73
$ $ $ $
1,306.00 1,307.00 1,308.00 1,309.00
$ $ $ $
8,345.28 10,826.24 12,452.67 35,203.92
$ $ $ $
13,815.08 17,925.01 20,621.16 58,305.65
3210 3210 3210 3210 3210 3210 3210
PIER REINFORCING CP1 - #9 CP1 - #9 CP2 - #11 CP3 - #10 CP4 - #11 CP5 - #10 CP6 - #10
8.00 8.00 4.00 8.00 8.00 16.00 8.00
16.00 16.00 16.00 16.00 16.00 16.00 16.00
3.4 3.4 5.313 4.303 5.313 4.303 4.303
Ton Ton Ton Ton Ton Ton Ton
0.27 0.27 0.43 0.34 0.43 0.34 0.34
$ $ $ $ $ $ $
861.00 862.00 863.00 864.00 865.00 866.00 867.00
$ $ $ $ $ $ $
234.19 234.46 366.81 297.42 367.66 298.11 298.46
$ $ $ $ $ $ $
1,311.00 1,312.00 1,313.00 1,314.00 1,315.00 1,316.00 1,317.00
$ $ $ $ $ $ $
356.59 356.86 558.08 452.33 558.93 453.02 453.36
$ $ $ $ $ $ $
590.78 591.33 924.89 749.75 926.59 751.13 751.82
3210 3210
GRADE BEAM REINFORCING GB1 - #11 GB2 - #11
14.00 14.00
560.00 524.00
5.313 5.313
Ton Ton
14.88 13.92
$ $
869.00 870.00
$ $
12,927.59 12,110.45
$ $
1,319.00 1,320.00
$ $
19,621.97 18,374.48
$ $
32,549.56 30,484.93
3210 3210 3210
WALL REINFORCING A2 - #5 B2 - #5
9.00 9.00
6700.00 6700.00
1.043 1.043
Ton Ton
34.94 34.94
$ $
872.00 873.00
$ $
30,468.12 30,503.06
$ $
1,322.00 1,323.00
$ $
46,191.34 46,226.28
$ $
76,659.46 76,729.34
3210 3210 3210 3210 3210
WALL FOOTING REINFORCING WF1 - #2 WF4 - #10 WF5 - #5 WF6 - #5
2.00 9.00 9.00 2.00
1764.00 208.00 266.00 11.50
0.376 4.303 1.043 1.043
Ton Ton Ton Ton
3.32 4.48 1.39 0.06
$ $ $ $
875.00 876.00 877.00 878.00
$ $ $ $
2,901.78 3,920.21 1,216.57 52.66
4,394.12 5,934.01 1,840.80 79.64
$ $ $ $ $
7,295.90 9,854.21 3,057.37 132.30 399,933.78
$ 1,325.00 $ $ 1,326.00 $ $ 1,327.00 $ $ 1,328.00 $ SUBTOTAL, Reinforcing
SUBTOTAL TAXES @7.75% TOTAL Cost/SF
$2,287,907.07 $160,153.49 $2,448,061 $12.06
SUPERSTRUCTURE Structural Steel Columns Code Mark 5120 W14X109 5120 W14X120 5120 W14X132 5120 W14X43 5120 W14X48 5120 W14X53 5120 W14X61 5120 W14X68 5120 W14X74 5120 W14X82 5120 W14X90 5120 W14X99 SUBTOTAL, Structural Steel Columns Structural Steel Beams Code Mark 5120 W10X19 5120 W10X22 5120 W10X26 5120 W12X106 5120 W12X106 TRUSS A 5120 W12X106 TRUSS B 5120 W12X19 5120 W12X26 5120 W12X87 5120 W14X22 5120 W16X26 5120 W16X31 5120 W16X36 5120 W16X40 5120 W16X45 5120 W16X67 5120 W16X77 5120 W16X89 5120 W18X35 5120 W18X40 5120 W18X46 5120 W18X50 5120 W18X55 5120 W18X65 5120 W18X71 5120 W18X76 5120 W18X86 5120 W21X101 5120 W21X111 5120 W21X44 5120 W21X50 5120 W21X55
Item Columns Columns Columns Columns Columns Columns Columns Columns Columns Columns Columns Columns
Item Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams
Unit Weight/PLF 109.00 120.00 132.00 43.00 48.00 53.00 61.00 68.00 74.00 82.00 90.00 99.00
Total Length / Feet 35.00 1173.00 592.00 416.00 140.00 38.00 106.00 128.00 162.00 203.00 98.00 39.00
Total Weight / Lbs. 4,005.75 147,798.00 82,051.20 18,782.40 7,056.00 2,114.70 3,915.00 9,139.20 12,587.40 17,478.30 9,261.00 4,054.05 318,243.00
Unit Weight/PLF 19.00 22.00 26.00 106.00 106.00 106.00 19.00 26.00 87.00 22.00 26.00 31.00 36.00 40.00 45.00 67.00 77.00 89.00 35.00 40.00 46.00 50.00 55.00 65.00 71.00 76.00 86.00 101.00 111.00 44.00 50.00 55.00
Total Length / Feet 324.96 148.40 20.33 306.00 210.00 96.00 534.17 141.52 30.00 1594.09 3892.14 413.53 29.67 80.17 293.59 176.33 59.33 29.67 914.22 1033.18 488.33 201.09 75.75 91.00 120.33 29.67 57.67 75.50 45.50 13438.20 873.00 439.17
Total Weight / Lbs. 6,482.91 3,427.92 555.09 34,057.80 23,373.00 10,684.80 10,656.63 3,863.52 2,740.50 36,823.41 106,255.34 13,460.47 1,121.41 3,367.01 13,872.32 12,405.03 4,797.07 2,772.38 33,597.62 43,393.39 23,586.48 10,557.38 4,374.56 6,210.75 8,970.83 2,367.43 5,207.33 8,006.78 5,303.03 620,845.02 45,832.50 25,361.89
$ $ $ $ $ $ $ $ $ $ $ $
Unit Cost / Lb.
Unit Cost / Lb. 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
$ $ $ $ $ $ $ $ $ $ $ $ $
Extension 3,404.89 125,628.30 69,743.52 15,965.04 5,997.60 1,797.50 3,327.75 7,768.32 10,699.29 14,856.56 7,871.85 3,445.94 270,506.55
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
EXTENSION 5,186.33 2,742.34 444.07 27,246.24 18,698.40 8,547.84 8,525.31 3,090.82 2,192.40 29,458.73 85,004.27 10,768.37 897.13 2,693.61 11,097.85 9,924.02 3,837.66 2,217.90 26,878.10 34,714.71 18,869.19 8,445.91 3,499.65 4,968.60 7,176.66 1,893.94 4,165.86 6,405.42 4,242.42 496,676.02 36,666.00 20,289.52
Extension $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80
5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120
W21X68 W21X83 W21X93 W24X103 W24X192 W24X55 W24X62 W24X68 W24X76 W24X84 W24X94 W27X102 W27X114 W27X146 W27X161 W27X84 W30X124 W30X132 W30X90 W30X99 W40X149 W40X167 W44X335 W8X10 W8X18 W8X24 W8X31 SUBTOTAL, Structural Steel
Metal Decking Code Mark 5120 3" X 20 gauge galvanized SUBTOTAL, Metal Deck Misc. Structural Framing Code 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120
HSS4X4X5/16 HSS8X4X1/2 HSS8X6X1/4 HSS9X5X1/4 SH1_HSS4X4X5/16 SP1_HSS6X6X5/8 SP2_HSS4X4X5/16 SP3_HSS4X4X5/16 SP4_HSS12X4X1/2 SP5_HSS8X4X1/2
Mark
Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams Beams
68.00 83.00 93.00 103.00 192.00 55.00 62.00 68.00 76.00 84.00 94.00 102.00 114.00 146.00 161.00 84.00 124.00 132.00 90.00 99.00 149.00 167.00 335.00 10.00 18.00 24.00 31.00
248.67 61.33 45.50 140.83 46.01 1098.26 639.31 1249.26 727.92 403.33 669.33 62.00 82.58 45.50 36.67 319.67 117.17 45.50 218.83 48.50 30.00 45.00 76.00 40.58 94.50 7.42 48.00
17,754.82 5,345.17 4,443.08 15,231.09 9,275.62 63,424.57 41,618.76 89,197.16 58,087.78 35,573.97 66,063.17 6,640.20 9,885.19 6,975.15 6,198.56 28,194.63 15,255.14 6,306.30 20,679.72 5,041.58 4,693.50 7,890.75 26,733.00 426.12 1,786.05 186.91 1,562.40 436,989.17
Item Composite Deck
Unit Weight/PLF N.A.
Total Length / Feet 199288.00
Total Weight / Lbs. N.A.
Unit Cost / Lb.
Item
Unit Weight/PLF
Total Length / Feet
Total Weight / Lbs.
Unit Cost / Lb.
14.80 35.10 22.40 22.40 14.80 42.10 14.80 14.80 48.70 35.10
18.17 40.00 40.38 298.33 58.74 132.28 50.01 5.67 56.50 103.33
282.32 1,474.20 949.62 7,016.79 912.85 5,847.22 777.12 88.07 2,889.13 3,808.34
Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80
$ 14,203.86 $ 4,276.14 $ 3,554.46 $ 12,184.87 $ 7,420.49 $ 50,739.66 $ 33,295.00 $ 71,357.73 $ 46,470.22 $ 28,459.18 $ 52,850.53 $ 5,312.16 $ 7,908.15 $ 5,580.12 $ 4,958.85 $ 22,555.70 $ 12,204.11 $ 5,045.04 $ 16,543.77 $ 4,033.26 $ 3,754.80 $ 6,312.60 $ 21,386.40 $ 340.90 $ 1,428.84 $ 149.53 $ 1,249.92 $ 1,351,041.59
1.25
$ $
Extension $
Extension $ $ $ $ $ $ $ $ $ $
EXTENSION 249,110.00 249,110.00
EXTENSION 1.35 1.30 1.30 1.30 1.30 1.30 1.41 2.41 3.41 4.41
$ $ $ $ $ $ $ $ $ $
381.13 1,916.46 1,234.51 9,121.83 1,186.71 7,601.38 1,094.19 212.06 9,846.15 16,787.15
5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120 5120
SP6_HSS6X4X3/8 SP7_HSS4X4X1/2 SP8_HSS3X3X1/4 SP9_HSS6X4X1/2 HSS6X6X.3125 HSS6X6X.375 HSS6X6X.500 HSS10X10X1/4 HSS14X10X1/2 HSS14X6X1/2 HSS4X4X5/16 HSS5X4X1/2 HSS5X4X1/4 - Rotated HSS6X3X1/4 HSS6X3X3/8 HSS6X4X1/4 HSS6X4X5/16 HSS8X2X3/8 HSS8X4X5/16 HSS8X6X3/8 HSS1.660X0.140 L4X4X1/4 W18X46 C12X20.7 C8X11.5 WT6X13 SUBTOTAL, Miscellaneous Framing
Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Structural Columns Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing Misc. Framing
22.30 21.50 8.78 28.30 23.30 27.40 32.10 75.00 62.30 14.80 24.90 13.90 13.90 19.70 15.60 19.00 22.30 23.30 32.50 32.50 2.40 6.60 46.00 20.70 11.50 13.00
39.75 32.00 61.50 18.01 329.11 50.53 122.98 43.88 43.94 32.00 88.75 30.33 19.67 86.67 88.58 14.08 19.42 8.92 62.92 21.60 7.50 202.00 121.00 90.00 24.00 17.00
930.75 722.40 566.97 535.11 8,051.68 1,453.86 4,145.04 3,455.16 2,874.20 497.28 2,320.39 442.71 287.04 1,792.71 1,450.99 280.96 454.65 218.15 2,147.04 737.24 18.90 1,399.86 5,844.30 1,956.15 289.80 232.05 67,151.03
TOTAL WEIGHT - LBS
822,383
TOTAL WEIGHT - TONS
TOTAL COST / TON
411.19 $6,464
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
5.41 6.41 7.41 8.41 1.30 1.30 1.30 1.30 1.30 1.30 1.30 2.30 3.30 4.30 5.30 6.30 7.30 8.30 9.30 10.30 11.30 12.30 13.30 14.30 15.30 16.30
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
5,033.48 4,629.14 4,200.10 4,499.19 10,467.18 1,890.02 5,388.55 4,491.70 3,736.47 646.46 3,016.51 1,018.23 947.23 7,708.64 7,690.24 1,770.02 3,318.94 1,810.68 19,967.50 7,593.54 213.57 17,218.28 77,729.19 27,972.95 4,433.94 3,782.42 280,555.72
$
2,151,214
Freight @ 5% $ Sales Tax @ 7.55% $
107,561 162,417
SUBTOTAL:
Overhead @ 5.0% Profit @ 6.0%
TOTAL Cost/SF
$ $
107,561 129,073
$
2,657,825 $13.09
EXTERIOR ENCLOSURE Code
Description
Quantity
Unit of Measurement
Unit Price
Total
Notes
Exterior Wall Assembly 3210 3210 3210 3210 3210 3210
4210 6200 6200 7100 7200 7200 7800
PRECAST PANELS Precast Wall w/ Brick Veneer (Modular) Precast Wall w/ Brick Veneer (Rowlock) CIP w/ Granite Stone Veneer Glass Fiber Reinforced Concrete Panel Parapet Caps Precast Brackets MISC. WALL SYSTEM / ENV. PROTECTION Granite Sills Misc. Wood Blocking Misc. Plywood Sheathing Foundation Wall Waterproofing Foundation Wall Insulation Precast Wall Insulation Spray Applied Fireproofing Subtotal
19864 1933 1570 450 1800 12
SF SF SF SF LF EA
$45.00 $45.00 $60.75 $78.00 $4.56 $1,800.00
335 5900 1200 11,000 10,000 23,300 200,000
LF LF SF SF SF SF SF
$46.00 $4.60 $2.15 $8.00 $1.95 $1.95 $1.28
$893,867.76 $86,968.98 $95,355.87 $35,100.00 $8,208.00 $21,600.00
$15,410.00 $27,140.00 $2,580.00 $88,000.00 $19,500.00 $45,435.00 $256,000.00 Includes Ext. Walls & Interiors $1,595,165.61
Exterior Glazing, Storefront System, & Exterior Doors 8410 8410 8410 8410 8410 8410 8410 8410
WINDOW PANELS W1 W2 W3 W4 W4B W5 W6 W7C
1816 3583 461 383 415 825 2127 3506
SF SF SF SF SF SF SF SF
$48.52 $48.52 $48.52 $48.52 $48.52 $48.52 $48.52 $48.52
$88,112.32 $173,847.16 $22,367.72 $18,583.16 $20,135.80 $40,029.00 $103,202.04 $170,111.12
8410 8410 8410 8410 8410 8410 8410 8410 8410 8410 8410 8410 8410
STOREFRONT PANELS W8 W9 W10 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21
374 372 2052 1370 142 149 337 283 506 1187 430 122 64
SF SF SF SF SF SF SF SF SF SF SF SF SF
$42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95 $42.95
$16,063.30 $15,977.40 $88,133.40 $58,841.50 $6,098.90 $6,399.55 $14,474.15 $12,154.85 $21,732.70 $50,981.65 $18,468.50 $5,239.90 $2,748.80
8410 8410 8410 8410 8410 8410 8410 8410 8410 8410 8410 8410
ALUMINUM MULLIONS 1.5" x 2" rectangular 1.5" x 2.5" rectangular 2.5" x 5" rectangular 5" x 5" rectangular 7.5" x 5" rectangular S2500 - 0.875" x 2" (GRID) S2500 - 1.25" x 2.675" (FRAME) S2500 - 1.675" x 2.675" (MULLION) S2500 - 10" x 2.675" (MULLION) S2500 - 5" x 2.675" (MULLION) S2500 - 6.5" x 2.675" (MULLION) 5" x 5" Corner
EXTERIOR DOORS 8300 Door Double - Curtainwall 8300 22 x 8-4 Overhead Coiling Door 8300 24-2 x 14-0 Overhead Coiling Door 8300 8-6 x 5-4 Overhead Coiling Door 8300 Door Single - Curtainwall 8300 Revolving Door for Curtain Wall Subtotal
8.305 9.584 31.271 150.191 23.573 4,117.43 1,914.52 635.059 12.875 671.14 335.437 13.8
LF LF LF LF LF LF LF LF LF LF LF LF
$36.06 $36.06 $36.06 $36.06 $36.06 $36.06 $36.06 $36.06 $36.06 $36.06 $36.06 $36.06
$299.48 $345.60 $1,127.63 $5,415.89 $850.04 $148,474.45 $69,037.56 $22,900.23 $464.27 $24,201.31 $12,095.86 $497.63
84 SF 2 EA 1 EA
$89.75 $4,140.00 $5,670.00
$7,539.00 $8,280.00 $5,670.00
1 EA 168 SF 1 EA
$2,285.00 $89.75 $53,000.00
$2,285.00 $15,078.00 $53,000.00 $1,331,264.86
70 SF
$5.78
$404.60
1090 SF
$6.78 $7.78 $8.78 $4,675.00 $3.50 $0.95 $10,500.00
Misc. & Other Exterior Finishes 5400 Metal Panels 5400 5400 5400 5400 7920 9250 1040
Metal Panel at Roof Metal Panel at Parapet Metal Soffit at Entrance Exterior Blade Signage Caulking/Sealant/Backer Rod Gypsum Board Exterior Canopy
445 2 15,000 2500 1
SF EA LF SF EA
Subtotal
$7,390.20 $0.00 $3,907.10 $9,350.00 $52,500.00 Includes Exterior and Interior $2,375.00 $10,500.00
$86,426.90 TOTAL Cost/SF
$3,012,857 $14.84
ROOFING Code
Description
Quantity
Unit of Measurement
Unit Price
Total
Notes
Parapets 4210 7100 7620 7620 7620
Weep System Moisture Barrier Counter Flashing Membrane Flashing Sheet Metal Flashing and Trim Subtotal
170 3,900 2100 1800 1800
LF SF SF SF SF
$2.70 $0.35 $8.43 $7.28 $7.28
$459.00 $1,365.00 $17,703.00 $13,104.00 $13,104.00 $45,735.00
7510 Built-up EPDM Roofing: Vapor Retarder,10 mil poly sheet Insulation, Extruded Polystyrene EPDM Membrane & Ballast System
38500 38500 38500 38500
SF SF SF SF
$10.16 $0.80 $1.96 $7.40
$391,160.00 $30,800.00 $75,460.00 $284,900.00
7510 Level 4 Roof Patio Hot Fluid Applied Waterproofing Drainage Mat Insulation, Extruded Polystyrene Concrete Roof Pavers Subtotal
2150 2150 2150 2150 2150
SF SF SF SF SF
$42.06 21.85
$90,429.00 $46,977.50 $0.00 $4,214.00 $39,237.50 $481,589.00
1831 8 30 182 1
SF EA EA LF EA
$11.18 $3,650.00 $370.00 $210.00 $1,200.00
Roofing Systems
1.96 18.25
Miscellanious 7620 7620 7620 7620 7620
Roof Pavers 4'x8' Roof Skylights Roof Drains Mech. RTU Screen Access Stair Subtotal
TOTAL Cost/SF
$20,470.58 $29,200.00 $11,100.00 $38,220.00 $1,200.00 $100,190.58 $627,515 $3.09
INTERIORS Code
Description
Quantity
Unit of Measurement Unit Price
Total
Interior Walls 6110 6110 6110 6110 6110 6110 6110 6110 6110 6110 8810 8810 8810
Metal Stud w Gyp Bd Wall Metal Stud w Gyp Bd 2hr Wall Brick Veneer on Furring Wall Fire Rated Gyp Wall Bd Column Cover Metal Stud Shaft Wall Plumbing Chase Wall CMU Walls Ext Insul + Metal Stud Wall Stone Granite Wall Wood on Furring Wall Interior Curtain Wall Panels Interior Curtain Wall Mullions - rectangular Interior Curtain Wall Mullions - L Corner Subtotal
22378 8234 1521 5603 13955 820 7642 18850 72 1015 1124 490 9.5
SF SF SF SF SF SF SF SF SF SF SF LF LF
$12.00 $12.00 $12.00 $3.00 $12.00 $12.00 $7.43 $11.00 $30.00 $18.00 $44.00 $36.00 $36.00
$268,536.00 $98,808.00 $18,252.00 $16,809.00 $167,460.00 $9,840.00 $56,780.06 $207,350.00 $2,160.00 $18,270.00 $49,456.00 $17,640.00 $342.00 $931,703.06
203 18500 1980 2179 2179 14755 1512 759 25000
SF SF SF SF SF SF SF SF SF
$4.75 $4.50 $10.79 $0.45 $1.83 $1.48 $17.00 $41.00 $0.73
$964.25 $83,250.00 $21,364.20 $980.55 $3,987.57 $21,837.40 $25,704.00 $31,119.00 $18,250.00 $207,456.97
9330 3980 342 14760 5908 139 1750 1800 1344 402 1746 1746 10100 1400 703 3670 56.00
SF SF SF SF SF LF SF SF SF SF SF SF SF LF SF LF SY
$0.68 $0.68 $44.00 $0.68 $12.88 $12.48 $20.15 $6.75 $2.31 $2.31 $1.37 $1.26 $12.48 $11.20 $11.40 $2.89 $35.06
$6,344.40 $2,706.40 $15,048.00 $10,036.80 $76,095.04 $1,734.72 $35,262.50 $12,150.00 $3,104.64 $928.62 $2,392.02 $2,199.96 $126,048.00 $15,680.00 $8,014.20 $10,606.30 $1,963.36
Ceiling Finishes 9022 9022 9022 9022 9022 9022 9022 9022 9022
Acoustic Ceiling Tile 2x2 Grid Acoustic Ceiling Tile 2x4 Grid 4x8 Ceiling Panels Acoustics Ceiling Tile Trim Acoustical Ceiling Tile Suspension System Gypsum on Metal Stud Wood Ceiling Wood Grille Ceiling Exposed Ceiling Paint Subtotal
Flooring, Base, and Wall Finishes 3100 3100 4100 9223 5200 5200 6100 6100 6100 6100 6100 9223 9223 9223 9223 9223 9222
Concrete Flooring Sealant, Back of House Concrete Flooring Sealant, Public Areas Stone Flooring at Revolving Door Sealed Concrete Flooring, Restrooms/Locker Rooms Metal Panel - Rolled Steel in Lobby Metal Base in Lobby Wood Wall Cladding, First Floor Elevator Plywood Wall Cladding, Bike/Trash Room Wood Flooring, Tiered Lobby Wood Flooring, Tiered Lobby Edge Plywood Substrate, Tiered Lobby Acoustic Mat Underlayment, Tiered Lobby Wall Tile at Restrooms Tile Edges, Restrooms/Locker Rooms Vinyl Composition Tile Flooring Vinyl Wall Base Carpet Tile
Notes
9222 Carpet Padding 9001 Wall Paint 9001 Parking Striping Paint Subtotal
19.60 SY 20000 SF 1850 LF
$11.07 $0.73 $0.60
$216.97 $14,600.00 $1,110.00 $346,241.93
$445.00 $354.00 $445.00 $260.00 $230.00 $27.00 $327.00 $2.30
$14,685.00 $12,744.00 $3,115.00 $19,760.00 $17,480.00 $2,052.00 $24,852.00 $933.80 $95,621.80
Interior Doors and Hardware 8300 8210 8210 8211 8200 8200 8200 8245
Hollow Metal Doors Wood Doors Aluminum Doors Door Frames Lockset Hinges Closers Wall Guard Subtotal
33 36 7 76 76 76 76 406
EA EA EA EA EA PAIR EA SF
1 1 1 103
EA EA EA LF
$55,000.00 $31,000.00 $48,000.00 $176.00
1 1 52 54 12 22 80
EA EA EA EA EA LF EA
$3,500.00 $16,899.00 $390.00 $123.00 $202.00 $224.00 $90.00
$3,500.00 $16,899.00 $20,280.00 $6,642.00 $2,424.00 $4,928.00 $7,200.00 $61,873.00
190 12 10 38 38 12 48 10 10 16 8
LF EA EA EA EA EA EA EA EA EA EA
$120.00 $76.00 $267.00 $160.00 $147.00 $283.00 $89.00 $306.89 $306.89 $86.00 $530.00
$22,800.00 $912.00 $2,670.00 $6,080.00 $5,586.00 $3,396.00 $4,272.00 $3,068.90 $3,068.90 $1,376.00 $4,240.00
Stairways and Railings 10200 Stair Construction (Risers/Structure/Landings/Railings: Stair 1 Stair 2A Stair 2B 10200 Other Guardrails/Handrails (Ornamental, Lobby) Subtotal
$134,000.00 $55,000.00 $31,000.00 $48,000.00 $18,128.00 $152,128.00
Misc. Accessories 10200 10500 10900 10900 10900 10900 10900
Wood Bench, Lobby Steam Fireplace Plastic Laminate Lockers Dero Decker Bike Racks Trash Room Bins Casework, Food Support Room Interior Room Signage Subtotal
Restroom Accessories 10099 10100 10100 10100 10100 10100 10100 10100 10100 10100 10100
Countertops, Concrete Shelf Sanitary Napkin Disposal Soap Dispenser Toilet Paper Dispenser Towel Dispenser 36" Grab Bar Mirror 1 Mirror 2 Shower Curtains and Rods Urinal Partitions
10100 Plastic Toilet Compartments Subtotal
38 EA
$830.00
TOTAL Cost/SF
$31,540.00 $89,009.80 $1,884,035 $9.28
CONVEYING & EQUIPMENT Code
Description
Quantity
Unit of Measurement
Unit Price
Total
Notes
Conveying Elevators
3 EA
$183,000.00
$549,000.00
1 EA
$12,000.00
$12,000.00
2 2 Cab Elevators 1 1 Cab Elevators Passenger Cab Finishes Elevator Protection Pads
Equipment Loading Dock Lifts
TOTAL Cost/SF
$561,000 $2.76
MECHANICAL Code
Description
Quantity
Unit of Measurement
Unit Price
Total
Notes
HVAC & Plumbing 15000 Total Plumbing:
203,405.00 SF
$2.55
$518,682.75
203,405.00 SF
$11.00
$2,237,455.00
Water Closets Urinals Lavatories Showers Floor Drains Electric Water Heaters Water Meter Sump Pumps 15400 Total HVAC: WET Condensing Boilers Heating Water Pumps VAV Coil Connections Natural Gas Lines Heating Water Piping Piping Insulation DRY 3 Rooftop Units, 425 Tons Supply/Return Risers Restroom Exhaust Fire Smoke Dampers VAV Boxes Temperature Control Subtotal
$2,756,137.75
Fire Protection 15600 Fire Protection: Sprinkler Heads and Lines Standpipes Subtotal
203,405.00 SF
$1.40
$284,767.00
$284,767.00 TOTAL Cost/SF
$3,040,905 $14.98
ELECTRICAL Code
Description
Quantity
Unit of Measurement
Unit Price
Total
Notes
Electrical Work 16000 Total Electrical:
203405 SF
$4.54
$923,458.70
Switchgear Lighting - Fixtures, Conrols, Branching Power - Distribution and Feeder Equipment Mechanical Connections Fire Alarms - Rough Ins and Equipment Area of Rescue Access Control/Security
TOTAL Cost/SF
$923,459 $4.55
GENERAL CONDITIONS Code
Description
Quantity
Duration
Unit of Measurement Unit Price
Total
Notes
General Conditions 01-5201 01-5201 01-5220 01-5131 01-5130 01-5210 01-5210 01-5210 01-5210 01-8000 01-8000 01-3510 01-3511 01-5210 01-5800 01-5100 01-5100 01-5100 01-5110 01-5110 01-5530 01-7410 01-7400 01-7420 01-7400 01-7400 01-5620 01-5930 01-3100 01-3100 01-3120 01-3110 01-5120 01-5120 01-5523 01-5523 01-5900
Jobsite Trailer Rental Storage/Lunch Trailer Rental Portable Toilets Telephone/Fax line Mobile phone/radios Jobsite Office Supplies Jobsite Copy Machine Courier and Postage Blueprinting & Copying Water Cups Project Safety First Aid Supplies Jobsite Office Furnishings Project Signs Temporary Electric Service/Power Temporary Water and Meter Temporary Natural Gas Utility Charges Temorary Lighting Temporary Electrical Utility Charges Pedestrian Barricades Trash Removal Housekeeping Final Clean Window Washing Street and Sidwalk Sweeping Temporary Fencing Pickup Truck Company Management/Admin Project Manager Project Superintendent Project Engineer/Estimator/Scheduler Temporary Propane/Gas Heaters Large Fan Rental Frost Ripping Frost Blankets Dewatering pump and labor
1 1 5 3 15 1 1 1 1700 280 2,800
15 15 15 15 15 15 15 60 15 1 15
4 960
15 15
1860 56
-
203405 20000
-
500 4 4 1 2 3
-
15
-
-
-
16 15 700 2400 2400 2400 150 300 28 28 20
per month per month per month / per toilet per month per month per month per month per trip SF per gallon per cup per month per kit per month SF per month per month total total total SF per 20 yd dumpster per month SF SF per hour lineal foot per month per hour per hour per hour per hour per day per day per week per week per week
$400.00 $250.00 $145.00 $100.00 $350.00 $75.00 $750.00 $30.00 $0.85 $1.50 $0.01 $150.00 $400.00 $250.00 $45.00 $600.00 $600.00 $12,500.00 $850.00 $3,000.00 $5.41 $700.00 $250.00 $0.25 $0.25 $90.00 $6.00 $650.00 $90.00 $90.00 $80.00 $80.00 $40.00 $20.00 $200.00 $45.00 $1,700.00 TOTAL Cost/SF
$6,000.00 $3,750.00 $10,875.00 $4,500.00 $78,750.00 $1,125.00 $11,250.00 $1,800.00 $1,445.00 $420.00 $28.00 $2,250.00 $1,600.00 $3,750.00 $43,200.00 $9,000.00 $9,000.00 $12,500.00 $850.00 $3,000.00 $10,062.60 $39,200.00 $3,750.00 $50,851.25 $5,000.00 $1,440.00 $3,000.00 $39,000.00 $252,000.00 $216,000.00 $384,000.00 $576,000.00 $6,000.00 $6,000.00 $5,600.00 $1,260.00 $34,000.00 $1,838,257 $9.04
additional 800 moving and setup expense in and out 50 Start up cost + 10 winter service cost per month 350 startup cost
Postage at regular rates
hard hats, fire extinguishers, glasses Per rental agreement plus FAX machine, computer
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: October 22nd, 2018 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw: Total Drawn to Date:
% Work Complete % Current Draw Total Amount 100.0% 100.0% $ 1,656,958.55 8.6% 8.6% $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 14.5% 14.5% $ 1,838,256.85
Current Draw $ 1,656,958.55 $ 210,533.21 $ $ $ $ $ $ $ $ 266,547.24 $ 2,134,039.00
Drawn to Date $ 1,656,958.55 $ 210,533.21 $ $ $ $ $ $ $ $ 266,547.24 $
2,134,039.00
Available Balance $ $ 2,237,527.35 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,571,709.61
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: December 24th, 2018 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw: Total Drawn to Date:
% Work Complete % Current Draw 100% 0.0% 32.9% 24.3% 40.0% 40.0%
29.0%
Total Amount $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 14.5% $ 1,838,256.85
Current Draw $ $ 594,878.72 $ 1,063,129.89 $ $ $ $ $ $ $ 266,547.24 $ 1,924,555.85
Drawn to Date $ 1,656,958.55 $ 805,411.92 $ 1,063,129.89 $ $ $ $ $ $ $ 533,094.49 $
4,058,594.85
Available Balance $ $ 1,642,648.64 $ 1,594,694.84 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,305,162.36
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: February 18th, 2019 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw: Total Drawn to Date:
% Work Complete % Current Draw 100.0% 0.0% 66.2% 33.3% 100.0% 60.0% 24.4% 24.4%
40.0% 2.9% 2.9% 43.5%
40.0% 2.9% 2.9% 14.5%
Total Amount $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,838,256.85
Current Draw $ $ 815,204.17 $ 1,594,694.84 $ 735,137.20 $ $ $ 224,400.00 $ 88,186.24 $ 26,780.30 $ 266,547.24 $ 3,750,949.99
Drawn to Date $ 1,656,958.55 $ 1,620,616.09 $ 2,657,824.73 $ 735,137.20 $ $ $ 224,400.00 $ 88,186.24 $ 26,780.30 $ 799,641.73 $
7,809,544.84
Available Balance $ $ 827,444.47 $ $ 2,277,720.18 $ 627,514.58 $ 1,884,034.56 $ 336,600.00 $ 2,952,718.51 $ 896,678.40 $ 1,038,615.12
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: April 22nd, 2019 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw Total: Draw To Date:
% Work Complete % Current Draw 100.0% 0.0% 100.0% 0.0% 100.0% 0.0% 39.4% 15.0%
100.0% 21.9% 21.9% 58.0%
60.0% 19.0% 19.0% 14.5%
Total Amount $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,838,256.85
Current Draw $ $ $ $ 451,928.61 $ $ $ 336,600.00 $ 577,771.90 $ 175,457.15 $ 266,547.24 $ 1,808,304.91
Drawn to Date $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 1,187,065.81 $ $ $ 561,000.00 $ 665,958.14 $ 202,237.46 $ 1,066,188.97 $
10,445,294.21
Available Balance $ $ $ $ 1,825,791.57 $ 627,514.58 $ 1,884,034.56 $ $ 2,374,946.61 $ 721,221.24 $ 772,067.88
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: June 17th, 2019 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw Total: Total Drawn to Date:
% Work Complete % Current Draw 100.0% 0.0% 100.0% 0.0% 100.0% 0.0% 64.4% 25.0% 64.4% 64.4% 10.0% 10.0% 100.0% 0.0% 40.9% 19.0% 40.9% 19.0% 14.5% 72.5%
Total Amount $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,838,256.85
Current Draw $ $ $ $ 753,214.34 $ 404,119.39 $ 188,403.46 $ $ 577,771.90 $ 175,457.15 $ 266,547.24 $ 2,365,513.49
Drawn to Date $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 1,940,280.15 $ 404,119.39 $ 188,403.46 $ 561,000.00 $ 1,243,730.04 $ 377,694.61 $ 1,332,736.22 $
12,810,807.70
Available Balance $ $ $ $ 1,072,577.23 $ 223,395.19 $ 1,695,631.11 $ $ 1,797,174.71 $ 545,764.09 $ 505,520.63
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: August 19th, 2019 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw Total: Total Drawn to Date:
% Work Complete % Current Draw 100.0% 0.0% 100.0% 0.0% 100.0% 0.0% 100.0% 35.6% 100.0% 35.6% 70.0% 60.0% 100.0% 0.0% 65.9% 25.0% 65.9% 25.0% 14.5% 87.0%
Total Amount $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,838,256.85
Current Draw $ $ $ $ 1,072,577.23 $ 223,395.19 $ 1,130,420.74 $ $ 760,226.19 $ 230,864.68 $ 266,547.24 $ 3,684,031.26
Drawn to Date $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,318,824.19 $ 561,000.00 $ 2,003,956.23 $ 608,559.28 $ 1,599,283.46 $
16,494,838.96
Available Balance $ $ $ $ $ $ 565,210.37 $ $ 1,036,948.52 $ 314,899.42 $ 238,973.39
LFRR Construction Draw Request LFRR Construction Church Street SE Minneapolis, MN 55455
89
Date: Octoberr 21st, 2019 Payable to: Patrick Parker
Description Sitework Substructure Superstructure Exterior Enclosure Roofing Interiors Conveying & Equipment Mechanical Electrical General Conditions Current Draw Total: Total Drawn to Date:
% Work Complete % Current Draw 100.0% 0.0% 100.0% 0.0% 100.0% 0.0% 100.0% 35.6% 100.0% 35.6% 100.0% 30.0% 100.0% 0.0% 100.0% 34.1% 119.0% 53.1% 13.0% 100.0%
Total Amount $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,838,256.85
Current Draw $ $ $ $ 1,072,577.23 $ 223,395.19 $ 565,210.37 $ $ 1,036,948.52 $ 490,356.57 $ 238,973.39 $ 3,627,461.26
Drawn to Date $ 1,656,958.55 $ 2,448,060.56 $ 2,657,824.73 $ 3,012,857.38 $ 627,514.58 $ 1,884,034.56 $ 561,000.00 $ 3,040,904.75 $ 923,458.70 $ 1,838,256.85 $
18,650,870.66
Available Balance $ $ $ $ $ $ $ $ $ $
-