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HomeMy WebLinkAboutRESPONSE - RFP - 8468 CM GC FOR POUDRE RIVER WHITEWATER PARKPO BOX 2135 | 2526 14TH ST SE | LOVELAND,CO 80539 | 970.669.6291 | F 970.669.6411 www.ecisite.net Request for Proposal 8468 CM/GC Services for Poudre River Downtown Project 8468 CM/GC POUDRE RIVER DOWNTOWN [2] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 2. Profile Projects Project Name and Location: Berkeley Lake Habitat Improvements Denver, CO Owner/Client, Contact name and phone: City and County of Denver Steven Forvilly, 720.913.4533 Engineer Design Firm, Contact name and phone: URS Corporation 303.694.2770 Project Manager: Ian Mestdagh Superintendent: Scott Shaffer Total number of Change Orders: 3 Original Bid Amount $2,331,414 Final Contract Amount $2,899,859 Original scheduled completion date: September, 2012 Actual Date of completion: September, 2012 Project Description / Type of Work Performed: This improvement project redeveloped the northern lake edge into a recreational amenity and established an earthen berm and soundwall buffer between the lake and the interstate. The construction scope included complex dewatering, 60,000 CY of unclassified excavation, 45,000 CY of controlled, imported fill, shoreline stabilization, stormwater drainage and infrastructure, 12’ by 1,600’ MSE retaining wall, concrete and crusher fines trails, landscaping, habitat improvements, lake intake irrigation system and site amenities. The project also included construction of a stormwater quality feature to address USACE 404 permit requirements. The dewatering of Berkeley Lake required ECI to compile a full dewatering and erosion control plan demonstrating a working knowledge of the procedure and practices required by the City of Denver and State of Colorado’s Erosion Control and Stormwater Discharge permit requirements. 8468 CM/GC POUDRE RIVER DOWNTOWN [3] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Project Name and Location: Cherry Creek Improvements at Eco Park Centennial, CO Owner/Client, Contact name and phone: Urban Drainage Flood Control District Rich Borchardt, 303.455.6277 Engineer Design Firm, Contact name and phone: Wenk Associates 303.628.003 Project Manager: Ian Mestdagh Superintendent: Scott Shaffer Total number of Change Orders: 8 Original Bid Amount $3,118,024 Final Contract Amount $3,291,572 Original scheduled completion date: August, 2013 Actual Date of completion: August, 2013 Project Description / Type of Work Performed: Cherry Creek Valley Ecological Park is a 75 acre natural riparian area, with trails to enjoy the abundant wildlife and native plants. Due to urbanization and the resulting increase in storm runoff, there has been significant stream erosion, loss of vegetation and infrastructure damage. ECI teamed up with 5 governmental agencies and complete 50 percent of the project scope with its in-house staff and equipment. Constant erosion control measures ensured that site improvements were completed with minimal land/creek disturbance. To accomplish this feat a new mile-long channel was created to divert Cherry Creek, 14,000 tons of rock were installed in the original channel area, excavation of 60,000 cubic yards of soil, placing more than 12,000 cubic yards of concrete grade control structures and 300,000 S.F. of Coir Erosion Control Blanket. 1. Sculpted Concrete Drop Structure 2. Releasing Water at Project Completion 8468 CM/GC POUDRE RIVER DOWNTOWN [4] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Project Name and Location: Cherry Creek Improvements at Reach 5 Aurora, CO Owner/Client, Contact name and phone: Urban Drainage Flood Control District Rich Borchardt, 303.455.6277 Engineer Design Firm, Contact name and phone: Muller Engineering 303.988.4939 Project Manager: Ian Mestdagh Superintendent: Dave Maes Total number of Change Orders: 8 Original Bid Amount $1,410,528 Final Contract Amount $1,330,149 Original scheduled completion date: June, 2016 Actual Date of completion: June, 2016 Project Description / Type of Work Performed: The goal of this project was to restore and stabilize the Cherry Creek Channel along an area bordered by E. Arapahoe Rd on the north, S. Jordan Rd on the west, E. Broncos Pkwy on the south and S. Parker Rd on the east. The channel was modified to allow storm flows to overbank in areas, protecting the existing infrastructure. The construction of 4 riprap riffle structures, a boulder cascade drop structure and repair of eroded shoreline created a safe floodplain allowing for safe water flow. After a new trail was completed, bank protection was installed along with seeding, trees, shrubs and willows, completing the restoration. 1. ECI Placed Boulder Cascade Drop Structure 2. Releasing Cherry Creek in New River Bed Over Riffle Drop Structure 8468 CM/GC POUDRE RIVER DOWNTOWN [5] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Project Name and Location: Grant Frontier Park – S. Platte River Vision Denver, CO Owner/Client, Contact name and phone: City and County of Denver Mike Harmer, 720.913.4526 Engineer Design Firm, Contact name and phone: THK Associates Inc Brandon Parsons, 303.770.7201 Project Manager: Jeron Siegert Superintendent: Scott Shaffer/Dave Maes Total number of Change Orders: 1 Original Bid Amount $3,670,833 Final Contract Amount $3,856,527 Original scheduled completion date: November, 2016 Actual Date of completion: November, 2016 Project Description / Type of Work Performed: The location of Grant Frontier Park is one of the first places gold was discovered in the S. Platte River, near Denver. Over the last several decades, the river was channelized which eliminated access to the river. The centerpiece of the park, a 200-year-old cottonwood tree, was protected and is now surrounded by seat boulders, a plaza and picnic area. River access was restored by constructing a secondary channel and concrete jetty, separating the main park from a new island. Access to the river and the play areas along the banks are ADA compliant. Historic Montana City, a frontier town educational zone was expanded and updated, including a new restroom building. A new playground, shade structures, walking trails and retaining walls provide additional areas of play and a new parking lot allows for additional public access. 1. Top Left- Sheet Pile Diversion (S. Platte River). Top Right- Secondary Channel. Bottom- Ariel, Grant Frontier Park, Denver, CO 8468 CM/GC POUDRE RIVER DOWNTOWN [6] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Project Name and Location: Johnson-Habitat Park – S. Platte River Vision Denver, CO Owner/Client, Contact name and phone: City and County of Denver Mike Bouchard, 720.913.0613 Engineer Design Firm, Contact name and phone: DHM Design Mark Wilcox, 303.892.5566 Project Manager: Ian Mestdagh / Jeron Siegert Superintendent: Scott Shaffer Total number of Change Orders: 2 Original Bid Amount $5,156,081 Final Contract Amount $5,250,091 Original scheduled completion date: June, 2015 Actual Date of completion: June, 2015 Project Description / Type of Work Performed: For over 100 years Johnson-Habitat Park along the South Platte River was a city dump. After sheet piles were installed to divert river flow, ECI worked with Pinyon Environmental to remove more than 18,000 cy of friable asbestos-impacted soils. Clean fill was imported and a new concrete jetty was constructed for river access, backed by an amphitheater with a fire pit. The central green space is used as a campground, backed by large faux boulders created with shotcrete. Kids can create forts and their own play environments with a “wickiup” jungle gym, created using salvaged trees from the riverbank. A custom playground includes a net climber, faux wood concrete fox hollow and stepping logs, distinctive metal fabricated shade structures, and several decorative concrete areas. Also included were concrete sidewalks, added asphalt parking, and a remodel of the SPREE building, which the City uses for classes. During the spring runoff, the South Platte River overflowed the banks at the site. The water control and armoring improvements protected the banks and surrounding site. 1. Stepped River Access with Fire Pit- JHP- Denver, CO 2. Boulder/Decorative Concrete River Overlook- JHP- Denver, CO 8468 CM/GC POUDRE RIVER DOWNTOWN [7] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Project Name and Location: Pasquinel’s Landing Park – S. Platte River Vision Denver, CO Owner/Client, Contact name and phone: City and County of Denver Michael Harmer, 720.913.4526 Engineer Design Firm, Contact name and phone: THK Associates Inc Mark Wilson, 303.770.7201 Project Manager: Jeron Siegert Superintendent: Scott Shaffer Total number of Change Orders: 1 Original Bid Amount $1,655,641 Final Contract Amount $1,596,376 Original scheduled completion date: March, 2016 Actual Date of completion: March, 2016 Project Description / Type of Work Performed: Also referred to as S. Platte River Vision-Schedule C, the renovation of Pasquinel’s Landing Park is part of the City and County of Denver’s plan to improve the ecological health and accessibility to the S. Platte River corridor, while providing flood control and bank stabilization and is ECI’s second project in this series. A secondary channel was created to allow access to slow moving water, a low water crossings provide a path to a new rock jetty for fishing and river access. A new ADA accessible trail and other crusher fine trails with boulder seat walls wind around the turf picnic lawn and river overlook. Many of the existing, mature trees were protected during construction while new landscaping and irrigation was installed, along with native grass areas. 1. Aerial Shot- Pasquinel's Landing on South Platte River- Denver, CO 2. Sheet Pile Diversion Installation- Pasquinel's Landing- Denver, CO 8468 CM/GC POUDRE RIVER DOWNTOWN [8] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Project Name and Location: Spring Canyon Community Park Fort Collins, CO Owner/Client, Contact name and phone: City of Fort Collins Kathleen Benedict, 970.224.6096 Engineer Design Firm, Contact name and phone: BHA Design Roger Sherman, 970.223.7577 Project Manager: Ted Johnson Superintendent: Rick Coulter / Mike Paetzel Total number of Change Orders: 9 Original Bid Amount $11,514,848 Final Contract Amount $12,510,294 Original scheduled completion date: October, 2007 Actual Date of completion: October, 2007 Project Description / Type of Work Performed: This 100-acre park is the second largest in the City of Fort Collins. It is the first universally accessible playground for children with disabilities. This was done in alliance with Shane’s Inspiration Playground Organization. The inspiration adventure area has separate age appropriate playgrounds with a splash park and an innovative shotcrete designed “Sleeping Giant” that snores when you tickle his nose. The buildings on this site are inclusive of a restroom facility, park shelters, and a maintenance building. There are lighted tennis and basketball courts, baseball and soccer fields, while a post- tension inline hockey rink adds much diversity. The project also included an access to the park via a concrete culvert underneath Horsetooth Ave. 1. Spring Canyon Park- Dog Park, Splash Pad, Inspiration Playground. Fort Collins, CO 8468 CM/GC POUDRE RIVER DOWNTOWN [9] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 3. Company Resources ECI has a diverse team to assist from pre-construction and eventual construction to final successful completion. The proposed team led by Ted Johnson and Ian Mestdagh, P.E. have significant experience in the CM/GC process. Our diverse team includes superintendents who have worked on many Urban Drainage and waterway projects. Our current 38 employees consist of: • Officers: 3 • Project Managers: 3 • Estimating: 3 • Project Engineers: 3 • Project Admin: 1 • Superintendents: 6 • Maint. Super: 1 • Foremen: 4 • Administration: 4 • Fleet Manager: 1 • Operator/Laborer: 9 EQUIPMENT Caterpillar 930H Wheeled Loader Caterpillar 246C Skid Steer (3 EA) Caterpillar 930G Wheeled Loader (2 EA) Ford F750 Water Truck (2 EA) Volvo L70 Loader FL70 Dump Truck John Deere 210k Loader (2 EA) John Deere 790 Tractor w/ attachment CASE 580SK Backhoe Volvo EC160D Track Excavator Bobcat G430U Mini Excavator Volvo EC220D Track Excavator Komatsu PC88 Mini Excavator (2 EA) John Deere Gator Caterpillar 299D Tracked Skid Steer (2 EA) Polaris Ranger In addition to the above listed large equipment ECI also has several generators, pumps, survey lasers and a survey total station which are used by our field employees daily. ECI’s project staff will operate out of an on- site trailer as well as our office in Loveland, CO (potential cost savings if on-site Quonset can be utilized). Local Materials/Suppliers/Labor/Internships: As a local General Contractor in northern Colorado, ECI has familiarity, and long standing working relationships with many suppliers and subcontractors throughout the Fort Collins/Loveland area. ECI recognizes the importance of local internship programs, and utilizes multiple resources from CSU’s internship and graduating seniors’ events, along with outreach to Aims Community College, and Front Range Community College. Currently, ECI employs multiple interns from the CSU Construction Management program, and has recently transitioned interns to full time positions within the company. One local resource ECI has participated in is advocating and utilizing “community builds.” These types of efforts encourage days for volunteers throughout the community to participate in jobsite activities under the supervision of the contractors, such as landscape plantings, constructing playgrounds, and installing furnishings. This promotes the usage of the projects when they are completed, and helps to reduce labor costs that need to be allocated to these portions of the projects. Sustainable Practices: Being primarily based out of Loveland, CO, ECI understands the importance of sourcing from vendors and suppliers with a close proximity to the Poudre River CM/GC project. Not only does this alleviate the cost of transportation, but greatly reduces the emissions generated by sourcing materials from suppliers with considerable distances for trucking/shipping. One technique ECI has used on projects in Loveland and Fort 8468 CM/GC POUDRE RIVER DOWNTOWN [10] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Collins is to encourage a closed system in which materials are re-used and recycled, is to take advantage of the local crushing and material operations. The City of Fort Collins Crushing Operations is a great source to purchase repurposed asphalt and concrete. These types of operations are also valuable, in that contractors can haul any demolition materials to their stockpiles, ultimately helping avoid materials from needing to go to a specialized landfill which directly reduces emissions in distance hauling, and long term environmental health of landfills and surrounding areas. In larger scale demolition projects, the material can also be crushed on site, and placed back as maintenance access trails, temporary pedestrian diversion trails, and base course in structural areas. In regard to environmental health and sustainability with this particular project will be maintaining a high level of awareness to ecological and wildlife systems that are dependent upon the Poudre River corridor, especially in regard to fish and wetland areas. ECI has successfully constructed projects along urban river corridors (South Platte River), and in ecological parks (Cherry Creek) that required a standard of sensitivity to the existing and surrounding environment. All supervisory employees at ECI are well versed in Urban Drainage Flood Control District’s standards for waterway construction, and all Project Managers have completed the certification program for Transportation Erosion Control Supervisor (TECS). Utilization of proven techniques to prevent any stream/river pollution will be key to the success of this project. ECI will implement water control methods such as sheet pile containment areas to help prevent riverbed disturbance from flowing downstream, and will contain any disturbance with turbidity barriers, dewatering bags, and sump/well systems for any pumping activities. Any portions of construction that could contain potential pollutants to the river, such as concrete and or grout pours, will be protected with secondary containment, including lined barriers to eliminate any potential seepage of material. In preparing estimates and proposals, ECI has recently moved all take-off and project reviews to on-screen software(s) to prevent the need to print multiple copies of plans and specifications. For proposals, ECI uses recycled paper and materials whenever possible. 8468 CM/GC POUDRE RIVER DOWNTOWN [11] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 4. Key Project Staffing (Please Reference Exhibit G for Last 3 Projects/References + Contacts) TED JOHNSON Vice President, Pre-Construction Services Manager (20 Years Industry Experience) Ted has been an integral part of ECI since 1997. He is involved in business development, preconstruction services and oversees the estimating department. Ted has been actively involved in all of ECI’s CM/GC negotiations and construction management. His knowledge and experience in civil construction, site development, project estimating and contract review make him an asset to the team. ▪ Ted has 15+ years of CM/GC experience and successful project negotiation on turn-key civil, open space, channel and recreation based projects. ▪ Ted and his team successfully delivered two recent design/build projects for the City of Fort Morgan, Colorado. Those included Riverside Ballfields which were destroyed in the 2013 flood and included the complete re-alignment and construction of a new ballfield complex – designed and completed in 7 months along with BHA Design, Inc. In addition, South Main Street in Fort Morgan was completed in just 90 calendar days – including design-assist and evaluation of drainage/ grading and road re- alignment for the ½ mile section of Main Street. The project was delivered in the summer of 2016 - 1 month ahead of schedule. ▪ Ted is currently a member of the Colorado State University Professional Advisory Development Board for the Department of Construction Management ▪ Education – BS in Construction Management, Colorado State University 1999. ▪ BROOMFIELD COUNTY COMMONS PARK (CM/GC) – BROOMFIELD, CO $10,359,994 ▪ CONFLUENCE PARK – DENVER, CO $8,197,910 ▪ GRANT FRONTIER PARK (CM/GC) – WELLINGTON, CO $4,353,035 ▪ HIDEAWAY PARK (CM/GC) – WINTER PARK, CO $4,929,113 ▪ HURON ST IMP./ CROKE RES. SHORELINE(CM/GC) – NORTHGLENN, CO $3,461,556 ▪ JOHNSON HABITAT PARK-S. PLATTE RIVER VISION (CM/GC) – DENVER, CO $5,250,091 ▪ LOVELAND YOUTH SPORTS COMPLEX (CM/GC) – LOVELAND, CO $6,586,653 ▪ MARGARET CARPENTER PARK (CM/GC) – THORNTON, CO $11,487,377 ▪ MEHAFFEY PARK (CM/GC) – LOVELAND, CO $10,881,604 ▪ PASQUINEL’S LANDING PARK-S. PLATTE RIVER VISION (CM/GC) – DENVER, CO $4,353,035 ▪ WELLINGTON COMMUNITY PARK (CM/GC) – WELLINGTON, CO $4,353,035 ▪ RIVERSIDE PARK BALLFIELDS (D/B) – FORT MORGAN, CO $986,290 CM/GC – DESIGN/BUILD PROJECT EXPERIENCE 8468 CM/GC POUDRE RIVER DOWNTOWN [12] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace IAN MESTDAGH, PE Construction Manager (9 Years Industry Experience) Ian graduated from the Colorado School of Mines with a degree in Engineering – Civil Specialty in 2010 and accepted a position with ECI shortly thereafter as a Project Engineer. Ian worked in construction throughout college gaining hands on experience with concrete flatwork, grading, foundation design and masonry construction. Ian works closely with the team members and staff to mitigate challenging, unforeseen site conditions and thus earns the confidence and respect of his team members, Owners and Design reps. He oversees ECI’s staff of Project Managers and Engineers, assisting with scheduling, budget management, cost to completes and site management. ▪ Ian is registered professional engineer in the State of Colorado ▪ Ian has his OSHA 40 Hour certification ▪ Ian is a certified erosion control inspector ▪ Education – BS Engineering, Specialty Civil Engineering, Colorado School of Mines 2010. ▪ AIMS PEDESTRIAN PROMENADE AND DRAINAGE – GREELEY, CO $3,099,021 ▪ ARAPAHOE RD TRAILHEAD IMPROVEMENTS – CENTENNIAL, CO $1,195,553 ▪ BERKELEY LAKE HABITAT IMPROVEMENTS – DENVER, CO $2,899,858 ▪ CHERRY CREEK IMPROVEMENTS AT ECO PARK – CENTENNIAL, CO $3,291,572 ▪ CHERRY CREEK REACH 5 IMPROVEMENTS – AURORA, CO $1,428,177 ▪ CONFLUENCE PARK – DENVER, CO $8,197,910 ▪ GRANT FRONTIER PARK – DENVER, CO $3,856,527 ▪ HIGH LINE CANAL, TRIPLE CREEK CONNECTION – AURORA, CO $1,998,766 ▪ JOHNSON-HABITAT PARK (CM/GC) – DENVER, CO $5,250,091 ▪ LOWRY EAST OPEN SPACE DRAINAGE – DENVER, CO $2,112,886 ▪ MARGARET CARPENTER PARK (CM/GC) – THORNTON, CO $11,487,377 ▪ MAX/BRT PROJECT, MASON CORRIDOR – FORT COLLINS, CO $4,311,027 ▪ PARKFIELD LAKE PARK – DENVER, CO $8,533,26 ▪ PASQUINEL’S LANDING PARK (CM/GC) – DENVER, CO $1,596,376 ▪ PENA STATION PHASE 1 – DENVER, CO $1,213,495 ▪ RALSTON CENTRAL PARK – ARVADA, CO $5,268,729 ▪ SOUTH PLATTE RIVER TRAIL – ADAMS COUNTY, CO $1,519,427 ▪ WELLINGTON COMMUNITY PARK (CM/GC) – WELLINGTON, CO $4,352,034 RECENT, RELEVANT PROJECT EXPERIENCE 8468 CM/GC POUDRE RIVER DOWNTOWN [13] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace KEVIN BRINGLE Project Manager Kevin has over 20 years of commercial and residential landscape experience as well as expertise in irrigation design, estimating and project management and joined ECI’s team as a Project Manager in 2016. His knowledge of the landscape business is ranges from small to multi-million dollar projects including sports venues, parks and open spaces. ▪ Education - Kevin graduated from CSU in 1999 with a BS in Landscape Horticulture with a concentration in Design and Construction. ▪ Kevin has his OSHA 10 Hour certification ▪ Kevin was certified in First Aid and CPR in 2017 ▪ Kevin has completed the CETC 150 Stormwater Management and Erosion Control Courses. ▪ SOUTHEAST COMMUNITY PARK – FORT COLLINS, CO $10,013,535 ▪ *DIA WESTIN HOTEL & TRANSIT CENTER- DENVER, CO $1,590,682 ▪ *DENVER BRONCOS PRACTICE FACILITY AT DOVE VALLEY $564,972 ▪ *DENVER PUBLIC SCHOOLS SPORTS COMPLEX- DPS $1,114,806 ▪ *BACKCOUNTRY- SHA PROPERTIES- HIGHLANDS RANCH, CO $1,823,864 ▪ *ARBOR COMMONS- WESTMINSTER, CO $1,591,606 ▪ *ERIE HIGHLANDS- ERIE, CO $692,157 *Projects completed before joining ECI RECENT, RELEVANT PROJECT EXPERIENCE 8468 CM/GC POUDRE RIVER DOWNTOWN [14] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace SCOTT SHAFFER Superintendent / Equipment Operator (12 Years Industry Experience) As one of ECI’s expert equipment operators, Scott quickly moved into the project superintendent role. His prior construction experience includes extensive earthwork, waterway excavation, and utility installation. His attention to detail allows him to easily coordinate ECI field staff and subcontractors, scope prioritization, track construction observation and daily reports, and create as-built drawings, and schedules. Scott’s experience has been invaluable to coordinate the massive and strategic earthwork requirements of our projects while earning the respect of owners, ECI staff, and subcontractors alike due to his construction skills and unparalleled work ethic. ▪ Education - Scott has a BS in Construction Management from CSU in 2009 ▪ Scott has his OSHA 10 Hour certification ▪ Scott is a certified erosion control inspector ▪ Scott has led both Cherry Creek Eco Park, and Cherry Creek Reach Five as the Superintendent. Scott also led all River Vision Projects, with the same crew throughout all projects. ▪ CONFLUENCE PARK – DENVER, CO $8,197,910 ▪ GRANT FRONTIER PARK (CM/GC) – DENVER, CO $3,670,833 ▪ JOHNSON-HABITAT PARK (CM/GC) – DENVER, CO $5,250,091 ▪ CHERRY CREEK IMPROVEMENTS AT ECO PARK – CENTENNIAL, CO $3,291,572 ▪ CHERRY CREEK REACH 5 IMPROVEMENTS – AURORA, CO $1,428,177 ▪ LOWRY EAST OPEN SPACE DRAINAGE – DENVER, CO $2,112,886 ▪ AIMS PEDESTRIAN PROMENADE AND DRAINAGE – GREELEY, CO $3,099,021 ▪ BERKELEY LAKE HABITAT IMPROVEMENTS – DENVER, CO $2,899,858 ▪ MARGARET CARPENTER PARK (CM/GC) – THORNTON, CO $11,487,377 ▪ PARKFIELD LAKE PARK – DENVER, CO $8,533,266 ▪ PASQUINEL’S LANDING PARK (CM/GC) – DENVER, CO $1,596,376 RECENT, RELEVANT PROJECT EXPERIENCE 8468 CM/GC POUDRE RIVER DOWNTOWN [15] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Poudre River Downtown/Whitewater Park Project Staffing Chart: 5. Project Budget and Cost Control Approach to Developing Cost: ECI is a unique firm, in the fact that we have had significant experience working in most of the major river/waterways in the front range of Colorado including most recently the South Platte River and Cherry Creek. In addition, we are part of a select list of pre-qualified contractors with the Urban Drainage and Flood Control District (UDFCD) who frequently solicits our services to contribute with design-assist, constructability, risk reviews and finally cost information. What this means to the Poudre River Whitewater park project, is that ECI provides a very knowledgeable team who frequently works in identical project environments and is very familiar with project risks and subsequent costs. Using a similar approach to UDFCD’s Project Partners Program, ECI will help the City and project team develop the cost and budgets through a number of mechanisms: ▪ Detailed Cost Estimates- ECI will provide comprehensive quantity takeoffs. Detailed scope breakdowns will be provided to determine accurate unit costs. Lump sum items will be broken down into further detail to ensure that all costs are accounted for. Allowances will be minimized unless the team cannot pinpoint accurate quantities or costs. A force account may be developed for potential contamination, water control or temporary shoring measures so that only quantified and accurate units will be billed and paid for accordingly. ▪ Past Experience/ Qualified Local Subcontractors- To ensure costs are accurate for local Ft. Collins/ Northern Colorado markets, ECI will reach out to local subcontractors and suppliers who have 8468 CM/GC POUDRE RIVER DOWNTOWN [16] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace completed similar work. This includes pieces of the excavation work, landscape/restoration items and concrete. ECI is a local Northern Colorado contractor and has developed many strong relationships with quality subcontractors here in Northern Colorado such as Connell Resources who is working adjacent to the project on the Lincoln Corridor project. ▪ Site Review/ Construction Feasibility- During pre-construction, ECI involves the expertise of our field construction staff. This includes reviewing project ingress/egress, accurate production goals for water diversion, potholing for adjacent utilities (water line west of bridge and buried utilities behind engine lab wall) and realistic phasing to minimize disruptions for the adjacent utilities (XCEL and BNSF). It is important to have the buy-in from the City with regard to phasing and expectations. This will help facilitate construction and maximize efficiencies. ECI has the ability to self-perform many scopes of work which can help identify accurate budget costs as well as potential scope gaps around major scopes of work. Scope gaps are incidental work items that subcontractors typically exclude which could be temporary shoring/ excavation/ rockwork/ water control, pumping, paving subgrade preparation and erosion control maintenance. Innovative Value Engineering Solutions: Value engineering for a feature project such as the Poudre River Whitewater Park can be a sensitive exercise. ECI’s extensive experience with the CM/GC process stresses the relationship and trust between the contractor and design consultants to preserve the intended design integrity. It is important for the construction team to understand the full vision for all 6 phases of the Downtown River Master Plan, not just the first phase of the project. In addition, our team will consider the proposed ancillary improvements along Vine Street and preservation of the existing historical elements such as the Coy Ditch head gate/ etc. During the pre-construction partnering process, ECI will request an open discussion from the consultants and City to understand the ultimate vision and how the design progressed to the Preliminary Development Plan Set including the intrinsic design features. In lieu of removing items, sometimes called scope reduction, ECI will review constructability options to see if there is more economical methods to construct the proposed element which may save time, money, or both. ▪ Alternative Wall Designs May be Considered- Sheet pile with cap, sheet pile with concrete or form liner face (Minimizes excavation/ layback), standard or colored concrete walls with potential artistic form liner elements. ▪ Natural Bank Establishment – Protection – Consider using Envirolok, soil/ sand/ seed bags for steep bank stabilization. This product quickly allows a natural looking bank while minimizing excavation and the difficulty of establishing seed on steep slopes. Urban Drainage and Flood Control recently used this on a channel project in Golden and ECI has been considering this product on many of our waterway projects similar to the Poudre Whitewater Park. http://www.envirolokwest.com 8468 CM/GC POUDRE RIVER DOWNTOWN [17] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 3. Envirolok Profile 2. Envirolok Bank Beginning Establishment During ECI’s subcontractor procurement and bid process, ECI encourages subcontractors to provide voluntary bid alternatives as cost saving measures for consideration. These items could also provide not only cost savings but maybe long term maintenance considerations. These voluntary options are additional line items that can be provided by vendors on ECI furnished bid forms for consideration. ECI would review any of these ideas with the project team, address the risk, cost/benefits and clearly understand and identify the approach with the subcontractor prior to establishment of the GMP. Value Engineering Project Examples ECI Has Used on Previous Projects Include the Following: ▪ Research boulder and stone material options. Alternative suppliers of boulders may be considered. ▪ Salvaging or re-incorporating existing elements into a new project. Re-use of existing boulders. Possibly utilizing some existing onsite materials for water diversions/ temporary armoring. ▪ Harvest wetland plugs onsite and re-use as appropriate. ▪ Consider using part of the existing chute as a hard-armored barrier for water control while working in the river instead of completely demolishing at one time. ▪ Consider differing wall alternatives – concrete, sheet pile, sheet pile with concrete face, boulder, etc. Not only costs should be considered but constructability elements that also drive the costs of the actual walls. Layback/ hidden utilities, soil stability, etc. Delivery Schedule and Efficient Pricing: The delivery schedule is one of the most important project requirements to meet the City’s milestone of successfully opening the Whitewater Park in the spring of 2018. Sequencing of work, especially in an active 4. Use part of Coy Diversion prior to complete demolition for channelizing river for construction (either north or south side depending on phasing) 3. Confluence Park- Denver, CO. Sheet pile wall in background to receive concrete facing- Form liner radius concrete wall abuts sheet pile wall 8468 CM/GC POUDRE RIVER DOWNTOWN [18] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace water way can also drive project costs by having to work around typical flows. To alleviate both of these concerns, ECI’s approach to project pricing would be the following: ▪ Permitting – As discussed in the Method of Construction section, closely working with the City of Fort Collins and consultants it will be critical to address all permits, submissions and review times for approval so that work can efficiently progress during the optimum river construction season – typically October 15th - April 15th. ▪ Review Available Resources and Capability of Qualified Subcontractors. While pricing the project from multiple subcontractors, manpower and equipment availability will be considered and discussed with the project team. ECI will encourage local Northern Colorado Subcontractors but also consider additional multiple suppliers for items like the pedestrian bridge. ▪ Understand the Implications of the Seasonal Nature of Construction in the River- There is an additional cost to work longer days, nights, etc. if the project start is delayed. Understand the capabilities and experience of the team working in the river. These are specialized projects that require specialized operators who are experienced in this type of work especially the intricate construction and work of constructing the whitewater boulder features. It will be important to use the pre-construction window to quantify, solicit and contract all specific elements so that construction can begin as soon as possible this fall. Transparency and Open Book Pricing: ECI has found that over time, the best understanding of project costs comes from a very detailed cost breakdown where all project elements are clearly identified. In addition, it is important for the owner to understand actual hard costs and risk associated with each element so that a true picture of the work is portrayed. With all the project elements identified, unit costs can be compared to be within industry standards for a similar type projects. The schedule, technical constraints and local market conditions need to be considered in reviewing pricing. The team should be able to confirm that pricing is within industry standards and competitive. During pre-construction, cost information will be continually updated so that budgets are accurate as changes are made. This detailed cost breakdown will be maintained during construction so an accurate account of materials incorporated into the project can be tracked along with the associated costs. ECI will develop a bid form for consideration for all major scopes of work. This bid form will be reviewed with the team prior to issuing for subcontractor bid to confirm that all applicable units are being requested and priced. ECI encourages, and will obtain a minimum of 3 competitive proposals for each major scope of work. These subcontractors will be solicited during pre-construction so they have a complete understanding of the project and timeline constraints. ECI is open and would strongly encourage additional subcontractor recommendations from the Anderson, S2O, BHA and the City’s project team. Proposals received will be available to be shared with the team along with a comprehensive bid tally. ECI is open to sharing this information as ECI is typically compensated on a fee on the cost of the work. ECI believes it is important to accurately share the cost information as well as the assumptions and clarifications so that the team is informed of the actual and true costs of the project. 8468 CM/GC POUDRE RIVER DOWNTOWN [19] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 6. Construction Sequencing and Scheduling ECI currently uses SureTrak as the primary scheduling software. SureTrak is used not only for project specific Critical Path Method schedules, but also for resource loading and tracking overall subcontractors, and equipment. Any river work is heavily dependent on seasonal flows and requires extremely detailed scheduling and execution. We have found that SureTrak is a very effective tool that clearly highlights items that may need extra attention to meet set benchmarks to ensure on time completion is achieved. With input and goals set forth by the project team, SureTrak allows us to develop schedules which highlight all critical path items, as well as durations, float, and dates for all scopes of work. Creating a critical path allows us to schedule all subcontractors and delivery of materials while allocating equipment in an efficient manner. This style of scheduling fosters forward thinking, which helps identify cost savings opportunity and avoid conflicts. SureTrak also allows our project managers to easily adjust the CPM schedule and generate accurate 3 week schedules for weekly owner’s meetings. The project managers also carefully analyze and update the CPM’s schedules monthly to ensure projects remains on schedule. For projects of this size and complexity, ECI develops an initial CPM schedule with all project members input including site superintendents, operations, estimators, and project managers. This is a critical step in development of realistic goals and schedules. CPM schedules are updated on a monthly basis, and bi- monthly needed during certain phases of construction. ECI also does weekly updates to 3-week schedules based on the overall CPM to give an immediate look ahead for subcontractors, materials, and for owner/designer information. This helps not only with the flow of construction, but for public outreach exercises such as notification of any trail closures/detours. ▪ Please reference exhibit C for recent example of project schedule. 7. Method of Construction Before preconstruction begins, it will be important for the entire project team to acknowledge the overall project goals. It is ECI’s understanding that the following are some of the priority goals of the project. Project Goals: ▪ Constructability and timing during the short river season, while maintaining project budget and schedule. ▪ Facilitate permitting as needed ahead of construction mobilization. ▪ Quality of the whitewater elements- ECI understands the importance of working with S20 in the field to place boulders/elements as envisioned by the project team. ▪ Sustainability and maintenance of water quality, wildlife health and fish passage. ▪ Provide a legacy/world class project for the City of Fort Collins to promote the development of the remaining five phases of the Poudre River and adjacent developments along the river. ▪ Encourage use of active spaces throughout the park as well as the whitewater features. 8468 CM/GC POUDRE RIVER DOWNTOWN [20] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Pre-Construction Methods: ECI’s approach to construction of any project is to have a well thought out plan, and assure there are not any constraints that will prevent the work from beginning. This involves all project partner’s involvement in plans, schedules, approaches, site exploration, and permitting. One major constraint to projects that required immediate attention is understanding of all permitting needs and requirements. Below is a sample version of a permit log that ECI would utilize on this project throughout permit procurement: 1. Sample Permit Log- Preconstruction In regards the Poudre River Downtown Project, understanding and incorporating the specifics outlined in the 404 permit will be integral in the development of a phasing and access plan for all construction slated to occur within the floodway. If the details of the permit are not clearly understood and followed it allows for considerable risk of delays or increased costs. ECI will immediately begin work to create an understanding of the current permits and status of permits pending. ECI has worked closely with a number of consulting firms to develop clear and precise understanding of the permit conditions and to relay these to subcontractors. This transfer of information is critical to verify that bids are all inclusive and avoid the risk of lack of familiarity of the permit terms. The next portion of the Poudre River project that would need to be addressed before construction starts is the trail system, CSU Powerhouse Campus, and adjacent businesses. In conjunction with the design team, and the City of Fort Collins, a public outreach plan and detours would be outlined to minimize disruption and access issues. ECI has completed multiple projects that have affected regional bike trail systems and understands the importance of having well thought out detours and signage to keep the trails safe and functional. For this project, a phased approach would be implemented to construct each side of the river so that the existing trail system on either side could still be in use. The College Avenue bridge and Linden Street ITEM PERMIT DESCRIPTION AGENCY STATUS BIC PROPOSED SUBMITTAL DATE PERMIT # DATE APPROVED 1 INDIVIDUAL 404 PERMIT ARMY CORPS 2 FLOODPLAIN USE PERMIT FORT COLLINS 3 DISCHARGE PERMIT STATE EROSION CONTROL PERMIT CDPHE 4 DEWATERING PERMIT CDPHE 5 DCP FORT COLLINS 6 ROW USE/EXCAVATION PERMIT SITE ACCESS FORT COLLINS 7 BUILDING PERMIT PED BRIDGE FORT COLLINS 8 BUILDING PERMIT EXTERIOR LIGHTING FORT COLLINS 9 ELECTRICAL SERVICE PERMIT FORT COLLINS 10 TRAFFIC CONTROL PLAN ONLY REQUIRED DURING TRAFFIC DISTURBANCES FORT COLLINS City of Fort Collins - Poudre River Whitewater Park REQUIRED PROJECT PERMITS REMARKS 2. Sample Ped. Detour- Confluence Park 8468 CM/GC POUDRE RIVER DOWNTOWN [21] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace bridge could be utilized for any necessary trail detours and pedestrian river crossings. Establishing multiple construction access points to alleviate disrupting the flow of traffic to Poudre Pet & Feed Supply, as well as the CSU Powerhouse would be utilized. An example of this would be putting ingress/egress points near the existing Quonset as well as south of the Poudre Pet Feed & Supply to keep the flow of material deliveries, and any earthwork operations consistent through the jobsite. As the pre-construction phase progresses, ECI will develop and update a detailed schedule of values with budgetary pricing to help maximize the project features within the allotted budget, and construction schedule. With the anticipated construction start in the fall of 2017, it will be important to identify any constraints and/or value engineering that may need to happen to keep construction on schedule. ECI’s estimating, project management, and superintendent staff will be involved (in conjunction with the project team) in plan analysis and site visits to help discover any potential conditions that may impact the projects’ overall budget and schedule. Construction Methods: A key component on the Poudre River Downtown Project will be having sufficient exploratory and existing conditions information as a base for construction methodology. Along with thorough review of the geotechnical information, and materials information, ECI will conduct exploratory potholing to locate any existing utilities of concern, and provide samples of the material throughout the site. One place of particular concern that will need further investigation is at the existing concrete wall on the south bank of the Poudre River. It will be important to have a plan for removal of this wall, the soils it is potentially retaining, and what will be needed as far as shoring and/or stabilization during construction in this area. Once construction begins, it will be imperative to establish BMP’s and water control for the river components of the project (reference exhibit E for sample dewatering plan). With a shortened time-frame for work within the river, ECI would start immediately with the river components to assure these portions of the project are done within the low water season. A potential asset to the project would be to immediately prep the parking lot, and place a bottom lift of asphalt, this will help with keeping a dry staging area and reduce any tracking onto Vine Street. ECI has had success drilling wells and using a pump system to control ground water. Data from the existing wells on site would be evaluated to determine ground water control strategies such as depth of wells, and size of pumps. As a precaution for any water control, settling ponds and discharge points would be evaluated with the project team and City of Fort Collins storm water department to assure the quality of the downstream water is maintained. 3. Large Wall- South River Bank 8468 CM/GC POUDRE RIVER DOWNTOWN [22] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace In regards to the in-river water control for the whitewater features, ECI would utilize existing on-site structures and materials. Starting on the west end of the project for the grade control structures and earthwork, a system of barriers (i.e. sheet pile) could be used in combination with the College Avenue bridge to divert water. Since the bridge already divides the river, water could be diverted through the north culvert while the south side is being constructed, and then switched over to construct the other half. The existing coy diversion structure could also be utilized to help divert water to each half of the river while the other half of the structure is being demolished. 5. Existing Culverts at College Ave. These on-site structures could help to decrease schedule time installing diversions, and will save significant costs for dewatering. Once the grade control structures and in river elements are placed, construction would move towards the banks, including construction of the river access/walks areas. These areas will also be sensitive to the fluctuations of the river while they are being installed, so a water diversion system will still need to be in place to protect these areas. ECI has the in-house capabilities to self-perform all of the boulder, and river access features which helps to drive schedule for time sensitive projects such as this one. With aesthetics of the south bank area being a key component to this project, ECI will have specialized, experienced operators on-site working with the design team and City of Fort Collins to efficiently construct a quality river access area. ECI’s ability to self-perform these items and fill “scope- gaps,” between subcontractors, enables the schedule to be pushed forward and driven as needed which will be critical to this projects short river season. 4. Coy Diversion Structure 6. Johnson Habitat Park- ECI Self-Perform River Access/Terraced Seating 8468 CM/GC POUDRE RIVER DOWNTOWN [23] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Another critical portion to this project will be the large concrete retaining wall, along with the bridge and abutments. It will be critical to have all BMP’s, and containment measures in place to assure no pollution occurs within the river or groundwater systems, which could lead to harmful effects for water quality and wildlife & fish. The south wall and abutments will need to happen as soon as possible, to continue towards working our way out of the river. These items will also need to be in place to construct the upper plaza area. The concrete retaining wall is approximately 230 LF on a radius, and will take a significant amount of time to excavate, form, pour, and backfill. Once the priority areas that are contingent upon the river season are close to completion, the bridge can be set and the restoration and amenities on the north side of the river can begin. This portion of work would be anticipated to begin and finish in the early spring of 2018 as soon as planting, and landscape restoration is in season. The parking lot would then be top lifted, and striping installed. In regards to the planting, ECI has a dedicated warranty/maintenance superintendent. ECI fully understand the importance of quality maintenance and strategy to establish landscape areas, especially native seeding. Our warranty/maint. superintendent will continue to work with subcontractors, and the project team to make sure establishment is reached as soon as possible, which is particularly important in projects near rivers to prevent any sediment and erosion. 8. Quality Assurance / Quality Control ECI knows that a good quality control program inherently produces quality cost control measures. There is substantially less re-work, stand by time, and generally the quality control program exposes potential scope gaps. Testing standards are strictly followed in any grading, hardscapes, and material operations to help eliminate any faulty work or warranty items. Along with this, ECI has the ability to do our own survey layout, which can save time and money compared to the traditional method of always requiring a survey subcontractor on site. ECI Personnel Selection: Quality starts with our employees. Each project is assigned a project manager, project engineer and superintendent based on the scopes of work and the personnel with the most experience to suit the project. 7. PVC Vinyl Sheet Pile Color Samples One strategy to potentially help save time, as well as costs is to consider sheet pile retaining wall options with anchoring systems. Since this wall will have aesthetic value, one option rather than typical steel sheet pile would be using a vinyl or composite material. This product does not incur oxidation, so exposure to the elements would not lead to rusting or decomposition. ECI will work the project team throughout pre-construction to create innovative strategies and methods of construction to reach the project goals. 8468 CM/GC POUDRE RIVER DOWNTOWN [24] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Subcontractor Pre-Qualification and Preconstruction Meeting: ECI pre-qualifies all vendors and subcontractors using the ECI pre-qualification, D&B credit/reference reports, owner or industry references, and information from our bonding company. ECI’s subcontractor preconstruction meeting includes: a detailed review of the plans and specifications with each trade, review of the QC program requirements, review of health and safety requirements, and reporting expectations. Pre-task Planning Program Cards (P3) and Pre-Pour Cards: As a weekly planning tool, ECI uses the Pre-task Planning Program (P3) which is a process ECI and all subcontractors will use each day to plan their work. It is a form that includes what specification sections, drawing pages, type of equipment, and crew they intend to utilize each day. By instilling this process, we have found that it increases organization, helps ensure schedule, and helps subcontractors focus on what they intend to accomplish. On-Site Quality and Document Control: ECI project managers and superintendents are dually responsible for on-site quality and document control. Quality is maintained by the project manager/project engineer through submittal review, request for information (RFIs), and material testing. Quality is maintained by the superintendent through on-site inspections, progress documentation and subcontractor and ECI field staff coordination. Daily reports will include subcontractor and ECI labor, equipment, materials, weather conditions and construction activities or conflicts. Weekly Owners/Architect/Contractor Meetings: ECI recommends weekly on-site owner meetings to discuss safety, issues or conflicts, stormwater management, permits, submittals, material testing, third party oversight, ECI QC, RFIs, pay applications, and security when applicable. In addition to weekly meetings, we recommend a minimum of five owner walk through inspections at 10%, 50%, 90%, substantial completion and final completion. ECI maintains an expected high level of quality from pre-bid throughout construction and our historically short punch lists are proof that our system works effectively. 9. Partnering Experience Formal Partnering Projects- (Project References Information Available Upon Request): 1. South Platte River Vision (CM/GC) – Johnson Habitat Park, Pasquinel’s Landing, Grant Frontier Parks – Denver, CO $10,702,994 a. As A CM/GC project Johnson Habitat Park involved partnering between ECI, the City and County of Denver, the Greenway Foundation, DHM Design and THK Associates throughout pre-construction and construction services. The complexity of the 3 projects project required each member of the partnership to be on the same page at all times to assure the project was done on time and within budget while retaining the high-quality design. i. Ted Johnson- Pre-construction manager, estimating manager, value engineering. ii. Ian Mestdagh – Project Manager, value engineering, communications with owners, architects, engineers. iii. Scott Shaffer- Superintendent/ Specialty Operator. 8468 CM/GC POUDRE RIVER DOWNTOWN [25] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 2. Confluence Park – Denver, CO $8,197,911 a. Confluence Park in Denver is a Legacy project for the City and County of Denver and their parks system. The project located along the banks of the South Platte River and the confluence of Cherry Creek has been known as the birthplace of Denver. The existing park and plaza was in desperate need of repair and ADA updates. The project was hard bid and soon after construction, un-anticipated coal tar was found along the bed of the river, quickly stopping the project, requiring re-design, permitting, funding and a new approach to this very technical project. Through ECI’s successful relationship with the City of Denver, Urban Drainage and Flood Control District an interim pre-construction contract was developed to help determine the best approach, risk management and alternative construction elements to expedite the schedule. The new elements were re-negotiated in a similar manner as the CM/GC approach. The project was re-started last fall and anticipate construction completion late summer 2017. i. Ted Johnson- Pre-construction manager, estimating manager, value engineering. ii. Ian Mestdagh – Construction Manager, value engineering, communications with owners, architects, engineers. iii. Jeron Siegert- Onsite project manager iv. Scott Shaffer- Superintendent/ Specialty Operator. 3. Fort Morgan Riverside Ball Fields Flood Restoration (Design/Build)- $975,945 a. After the large flood in 2013 that destroyed much of Fort Morgan’s river corridor, ECI was involved in a design/build project to completely redesign, and restore the Riverside Ball Fields. This project required partnering between ECI, BHA Design, and the City of Fort Morgan. Having built the original project decades prior, ECI was familiar with the existing site conditions, and had an established relationship with the City of Fort Morgan. i. Ted Johnson/ Ian Mestdagh- Pre-construction services and budget management. ii. Rick Coulter- General Superintendent & Project Management Services. iii. Karl Bergersen- Superintendent & Earthwork Operator. 4. Hideaway Park (CM/GC) – Winter Park, CO $4,929,113 a. Hideaway Park was a CM/GC project involving formal partnering between ECI, the Town of Winter Park, and Design Concepts. This project had a lot of importance to the Town, given that the site is where their annual Blues Festival is held each year. ECI upgraded the park, and its amenities to accommodate this large festival as it has gained popularity. i. Ted Johnson- Pre-construction manager, estimating manager, value engineering. ii. Rick Coulter- General Superintendent for construction services. iii. Mike Paetzel- Site Superintendent 5. Croke Reservoir Improvements (CM/GC)- Northglenn, CO $3,461,556 a. Croke Reservoir in Northglenn included partnering through the CM/GC process between ECI, the City of Northglenn, DHM Design, and J&T Consulting. The project included dewatering and revamping Croke reservoir and its shorelines, along with a new plaza area including fishing docks, decorative walls/concrete, and a water feature at the apex of the park. i. Ted Johnson- Pre-construction manager, estimating manager, value engineering. ii. Rick Coulter- General Superintendent for construction services. iii. Chad Olsen- Site Superintendent 8468 CM/GC POUDRE RIVER DOWNTOWN [26] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Over the years, partnering with project owners, designers, stakeholders, and engineers has become an important part of the way ECI operates. Being transparent and open with all parties involved ultimately has the largest benefit on budget, and scheduling. Working through the pre-construction phase alongside all of the involved stakeholders is a key aspect to the partnering process as it helps to alleviate any unknown conditions, budget constraints, and issues with scheduling. Also, having representation for the community that is the most affected by each construction project plays a substantial role in maintaining positive relationships throughout the process. Overall, partnering, especially through the CM/GC process gives all parties involved an advantage in reaching successful project goals while completing construction on time, and within budget. ▪ As a strong construction partnering advocate, ECI was just selected two weeks ago, to work on our 12th municipal CM/GC civil/ recreation project for the City of Westminster. 10. Safety Record ECI Site Construction Management focuses on safety at every phase of the project, from pre-construction planning through closeout and the Poudre River Whitewater Park project is no exception. No matter the project size, ECI creates a detailed Site Specific Safety Plan prior to mobilizing to the site: ▪ All subcontractors must strictly adhere to the plan and sign off prior to beginning work onsite. ▪ Weekly safety meetings with ECI team members and subcontractors to assure compliance. ▪ Daily security checks for protection fencing, tie offs, etc. ▪ Review of soils classifications and engineered excavations/ shoring plans for deeper excavations such as the removal and replacement of the existing retaining walls along the south bank. We have the experience and the training to ensure a safe construction site as proven by our Experience Modification Rate (EMR) of 0.69 for 2016, 1.08 for 2015, and 1.06 for 2014. (The two elevated rates are due to a single claim in 2011 which adversely affected the Mod Rate. Without that claim the EMR for 2015 would be 0.70 and 2014 would be 0.68.) Since 2014, ECI had two lost time injuries, which equates to a 3.64 lost time recordable case rate average of the last 3 years. Our company is proud to confirm that we have had zero (0) OSHA citations on our projects, for both General Contractor and Subcontractor operations, in the past five years. “Today marked a huge milestone in the reconstruction of Shoemaker Plaza! ……..the innovative, cost-saving measures that the team developed as we re-tooled the project to adapt to the environmental (and economic) challenges of the coal tar that was found……As these first pieces of the project emerge from the river bottom, we want to take this opportunity to thank everyone who has worked so tirelessly over the past two years to keep this project alive” -Mr. Michael Bouchard, PLA, Assistant to Design + Construction City of Denver Parks, RE: Confluence Park 12/12/16. 8468 CM/GC POUDRE RIVER DOWNTOWN [27] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 11. Trade Subcontractors Subcontractor Procurement Process: ECI has an extensive list of quality, proven subcontractors in a database linked to our estimating system. We are also continuously adding to this list, and searching for specialized subcontractors specifically for more complex projects such as the Poudre River Downtown/Whitewater Park. Through this system ECI can send numerous invitations for bid for scope specific areas of each project. Each trade is encouraged to ask any questions, submit value engineering items, and offer input to strategies that have worked well on other projects, which helps to offer a wide array of cost savings without sacrificing quality. ECI is also a part of the Urban Drainage and Flood Control District’s Tier One Contractor List, and highly encourages other contractors from this list to participate in the procurement process for these specialized in-river projects. Examples of Specialty Trade Subcontractors: Naranjo Civil Constructors: Naranjo Civil has worked one numerous ECI projects along the South Platte River through the urban Denver corridor. Naranjo has extensive experience, especially regarding to sculpted concrete jetty’s and incidental water control for these types of structures. Recently, Naranjo Civil has helped ECI to drive project schedule by having the ability to turn-key the subcontracted portions of work on ECI’s projects to reach goals throughout multiple river seasons. ECI has worked with Naranjo for 6 years. Colorado Hardscapes: Colorado Hardscapes is ECI’s primary subcontractor in regards to specialized, decorative concrete. On numerous ECI projects, Colorado Hardscapes team has offered very innovative ideas to save on costs, without sacrificing any quality. Their knowledge of decorative concrete brings very innovative and forward thinking options to each project. ECI has worked with Colorado Hardscapes for 10 years. Terra Constructors: Terra Constructors has been a vital partner in ECI’s recent, complex projects. Terra has done the majority of structural concrete for multiple projects along river corridors for ECI. Most recently, Terra has worked tirelessly alongside ECI on the Confluence Project in Denver, forming and pouring multiple high level decorative concrete walls. Their ability to present creative ideas on form systems, including their ability to work with sheet pile walls with concrete facing, as well as sheet pile caps has been a critical piece of keeping the project on schedule. ECI has worked with Terra Constructors for 5 years. 2. ECI's Johnson Habitat Park- Denver, Co. Colorado Hardscapes’ Decorative Concrete 1. ECI's Cherry Creek at Eco Park- Arapahoe County, CO. Naranjo Civil’s Sculpted Concrete 8468 CM/GC POUDRE RIVER DOWNTOWN [28] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 3. ECI’s Confluence Park- Denver, CO. Terra’s Reverse Board Formed Curved Wall & 25’ River Wall Forms 12. Financial Statement ▪ Please reference exhibit A for Financial Statement 13. Bonding Company Reference Bonding Company: Employers Mutual Casualty Company PO Box 712 Des Moines, IA 50306-0712 ▪ Please reference exhibit F for Bonding Letter 14. Insurance Company Insurance Agency: Flood & Peterson Insurance Co. PO Box 270370 Fort Collins, CO 80527 Dan Mills – 970.266.8710 1. Does coverage meet minimum project requirements? Yes 2. Does coverage include builder’s risk? Yes 3. Can this coverage be extended for work on this project? Yes 4. Can coverage be increased? Yes 5. Can the City be listed as an additional insured? Yes 6. Are there any current claims that will affect coverage limits available for this project? No ▪ Please reference exhibit B for Sample Insurance Certification 15. Services and Construction Agreements No Exceptions Taken to the Outlined Services and Construction Agreements. 8468 CM/GC POUDRE RIVER DOWNTOWN [29] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace 16. CM/GC Fees CM/GC Fees – Cost Factors ECI would use the following cost factors to develop the cost of the work. The fees associated for the work are based on assumptions outlined in the RFP. ▪ $5-$7M Construction budget as indicated in General Project Information and the pre-proposal meeting. Work Order I (Pre-Construction) Services: 1. Cost Estimate for pre-construction services: $19,875.00** (See Attached Exhibit D for specific breakdown) **Please note: Upon successful negotiation of a GMP, ECI will credit back $5,000 of the pre- construction services fee to be utilized towards the project. Work Order II (Construction) Services: 2. Overhead markup, expressed as a percentage (See Table Below) 3. Profit markup, expressed as a percentage (See Table Below) 4. Subcontractor markup, expressed as a percentage (See Table Below) 5. Permanent materials markup, expressed as a percentage (See Table Below) 6. Equipment markup, expressed as a percentage (See Table Below) Construction Services Total Base Bid Costs Percentage Item 2 Overhead 9% Item 3 Profit Markup 5% Item 4 Subcontractors Cost Item 5 Permanent Materials Cost Item 6 Equipment Markup @ Cost Rates Below Labor + Burden @ Cost Rates Below Guaranteed Maximum Price Total Base Bid Costs + Overhead + Profit 7. Base Labor Rate Ranges Name Role/ Job Title Hourly Billable Rate (Cost) Ted Johnson Pre-Construction Manager $55.00 Travis Coulter Senior Estimator/ Project Manager $44.00 Jeff Keyes Estimating $27.00 Kevin Bringle Senior Project Manager $44.00 Ian Mestdagh Construction Manager $51.00 8468 CM/GC POUDRE RIVER DOWNTOWN [30] “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Mike Paetzel General Superintendent $48.00 Eric Dahlberg Project Engineer $30.00 Scott Shaffer Project Superintendent $48.00 David Jablonski Storm water Supervisor/ Project Closeout/ Warranty $41.00 Selina Coulter Controller $51.00 Suzanne Reams Document Control/ Admin $30.00 Labor Rates Base Rate Range Operator 1 / Motor Grader $27.00 - $32.00 Operator 1 Track hoe 160/220/360 $26.00 - $31.00 Operator 1 Grading Loader 3-4CY $25.00 - $29.00 Health and Safety Officer $40.00-$42.00 Foreman $30.00-$32.00 Operator 2 Mini-Excavator $25.00-$27.00 Operator 2 Backhoe $25.00-$27.00 Operator 2 Skid steer $24.00-$26.00 Common Labor $21.50-$23.00 8. Change order markup for labor, materials, and subcontractors, expressed as a percentage. 10% 9. Budgetary estimate to complete the construction project. (N/A Per Addendum #1) 10. Provide estimate for the percent of the construction project you plan to self-perform. ECI anticipates self-performing between 35-45% of the project depending on final scope which is to be determined by the project team during pre-construction services. This figure is representative of ECI’s past experience working on technical river/ waterway projects similar to the Poudre River project contemplated. ECI will work to provide competitive subcontractor quotes where applicable. For establishment of the GMP, ECI will utilize the provided labor/ equipment rates and tables for markups to simplify the development of the GMP or GMP’s if multiple GMP’s are utilized depending on phasing. A detailed bid schedule will be provided for establishment of the GMP. Allowances, if established for the basis of the GMP, may be held and used as directed by the City for work that cannot be quantified at the time of the development of the GMP. Exhibit “A” Audited Financials - Confidential “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Exhibit “B” Insurance Certificate “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Exhibit “C” Sample Construction Schedule “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Act ID Description Orig Dur Rem Dur Early Start Early Finish OCT 2015 05 NOV 2016 12 DEC 2017 19 JAN 26 FEB 02 MAR 09 APR 16 MAY 23 JUN 30 JUL 07 AUG 14 SEP 21 OCT 28 NOV 04 DEC 11 JAN 18 25 01 08 15 22 29 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 05 12 19 26 02 09 Grant Frontier Milestones 1100 Grant Frontier Contract 0 0 12OCT15 A 1110 Grant Frontier NTP 0 0 12OCT15 A 1120 Substantial Completion Grant Frontier 0 0 09DEC16 * 1130 Final Completion Grant Frontier 0 0 23DEC16 * 1140 Start River Work Grant Frontier 0 0 06JAN16 A 1150 Finish River Work Grant Frontier 0 0 29JUL16 A 1210 Punch List Items 10d 10d 12DEC16 23DEC16 1620 Remove Cofferdam 0 0 23SEP16 * Utilities 1920 Single Type 16 Combo Inlets 5d 0 11JUL16 A 18JUL16 A 1930 Xcel Pole Demo and Disconnect 5d 0 28MAR16 A 01APR16 A 1940 Modify Existing Storm Outfall 3d 0 01AUG16 A 03AUG16 A Act ID Description Orig Dur Rem Dur Early Start Early Finish OCT 2015 05 NOV 2016 12 DEC 2017 19 JAN 26 FEB 02 MAR 09 APR 16 MAY 23 JUN 30 JUL 07 AUG 14 SEP 21 OCT 28 NOV 04 DEC 11 JAN 18 25 01 08 15 22 29 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 05 12 19 26 02 09 1390 Concrete Steps Stair A 10d 0 08JUL16 A 22JUL16 A 1420 Playground Accessibility Ramps EPA 5d 0 14SEP16 A 15SEP16 A 1490 6" Mow Curb Environmental Play Area 5d 0 26JUL16 A 28JUL16 A 1630 6" 8 & 12' Trail Intergral Color Phase 2 10d 5d 06SEP16 A 21SEP16 1640 6" Grey Pads for Site Furnishings 2d 2d 10NOV16 11NOV16 1650 Concrete 100 YR Flood Wall/With Footer 15d 0 24FEB16 A 11MAR16 A 1660 Concrete 10 YR flood Wall/W Footer Phase 15d 0 24FEB16 A 11MAR16 A 1670 Concrete 100 YR Flood Wall With Footer 5d 4d5h 01SEP16 A 21SEP16 1680 Concrete Edger for Pavers in Plaza 8" Wide 3d 3d 22SEP16 26SEP16 1690 Concrete Edger for Crusher Fines at Plaza 10d 10d 27SEP16 10OCT16 1700 Plaza Grand Steps 10d3h 10d3h 15SEP16 A 29SEP16 1710 Concrete Steps Stair C 10d 10d 14OCT16 28OCT16 1720 6" Vertical Curb w/2' Gutter 5d 0 29AUG16 A 01SEP16 A 1730 Concrete Curb Ramp Type 1 2d 0 29AUG16 A 01SEP16 A Act ID Description Orig Dur Rem Dur Early Start Early Finish OCT 2015 05 NOV 2016 12 DEC 2017 19 JAN 26 FEB 02 MAR 09 APR 16 MAY 23 JUN 30 JUL 07 AUG 14 SEP 21 OCT 28 NOV 04 DEC 11 JAN 18 25 01 08 15 22 29 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 05 12 19 26 02 09 OCT 2015 05 NOV 2016 12 DEC 2017 19 JAN 26 FEB 02 MAR Exhibit “D” Pre-Construction Services Breakdown “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Date: 3/6/2017 No. Item/ Description Unit Estimated Qty's Unit Price Total Price N/A $ 19,875.00 $ (5,000.00) 1 Project Management Synopsis: 1A Review Design Concepts/ Attend Partnering Meeting $ 1,240.00 Description of work: a Attend partnering meeting with Owner/ Design Consultants - Ted Johnson Hours 4 $ 90.00 No Charge b Attend partnering meeting with Owner/ Design Consultants - Travis Coulter Hours 4 $ 70.00 $ 280.00 c Attend partnering meeting with Owner/ Design Consultants - Ian Mestdagh Hours 4 $ 75.00 No Charge e Attend partnering meeting with Owner/ Design Consultants - Kevin Bringle Hours 4 $ 70.00 $ 280.00 e Attend partnering meeting with Owner/ Design Consultants - Scott Shaffer Hours 4 $ 70.00 $ 280.00 f Review Design Concepts/ Develop recommendations/ meetings with Team to review - ECI Team (Ted Johnson, Travis Coulter & Ian Mestdagh) Hours 4 $ 100.00 $ 400.00 1B Develop Bid Packages $ 920.00 Description of work: a Assemble bid forms for Poudre River - Travis Coulter Hours 6 $ 70.00 $ 420.00 b Develop bid documents/ assemble bid forms/ issue bid packages - Jeff Keyes Hours 10 $ 50.00 $ 500.00 1C Construction Feasibility $ 600.00 Description of work: a Thorough review of documents - Ted Johnson, Travis Coulter, Ian Mestdagh Hours 8 $ 75.00 $ 600.00 b Site reviews/ jobsite walks - 2 each (Ted Johnson, Scott Shaffer and Ian Mestdagh) EA 2 N/C No Charge 1D Construction Logistical and Execution Plan $ 600.00 Description of work: a Setup of Construction Logistics plan Hours 3 $ 75.00 No Charge The process of developing the construction feasibility will begin after the initial project kickoff meeting. Prior to this meeting, ECI will be reviewing the current plans which dictate significant detail and project requirements. Site visits will be made by ECI and field construction staff. During this time, cross checking of plans and actual site conditions will be assessed. A listing of questions, clarifications and ideas will be presented to the team after the project kickoff meeting. The plan will be developed in concert with the project team and will need to be transparent. With any plan, things are bound to change. A key will be to maintain open communication and keep the public informed with public information systems. Part of the plan will be detailed review of the documents and surroundings coupled with detailed master schedules. Weekly coordination and stakeholder input will be reviewed and incorporated as appropriate. Colored phasing plans (if applicable) will be posted in the jobsite trailer depicting access routes, proposed phasing, no work zones, temporary facilities, etc. Updates to these plans will all be provided during construction services. If available ECI will review the project masterplan concept and design development documents for constructability and cost reviews. ECI currently has bid forms assembled from river projects that can be quickly utilized for the Poudre River Whitewater Park. The bid packages will be developed from the continuous pre-construction budgeting. In addition, we will format bid packages that provide for an optimization of subcontractor re-sources (limiting mobilization). During the bid package assembly, ECI will also consider the resources of local Northern Colorado subcontractors. RFP 8468 Poudre River Downdown Project CM/GC - (RFP) Pre-Construction Services Fee Pre-construction Services Fee Pre-Construction Fee During Pre-Construction project management administration, ECI estimating and project management staff will work with the Team on a full-time basis to develop project baselines, formulate phasing recommendations, initiate permit applications/ transfers and begin the pre-solicitation bid process. Ted Johnson, Vice President and Lead Estimator will facilitate the pre- construction services given his experience with numerous CM/GC projects. He will be supported by Travis Coulter, senior estimator. Ian Mestdagh, P.E. and Construction Manager for ECI will provide constructability reviews with ECI's field staff. In addition, Ian will administer all quality control, permitting and lead the environmental compliance for the Team. As a dedicated partner to the City of Fort Collins, If a successful GMP is negotiated - ECI will Credit back to the project ($5,000) in Pre-construction service fees to be used towards construction b Identify potential risk/ risk mitigation solutions Hours 8 $ 75.00 $ 600.00 c Updates/ Phasing plans - During Construction Hours TBD Construction Construction 2 Project Cost Control Synopsis: 2A Construction Cost Budget $ 5,280.00 Description of work: a Initial Project Budget Set-up Hours 12 $ 90.00 $ 1,080.00 b Update budgets - Ted Johnson/ Travis Coulter - bi-monthly Hours 20 $ 70.00 $ 1,400.00 c Update of Budget at 90% Construction Drawings - Ted Johnson/Travis Coulter Hours 12 $ 100.00 $ 1,200.00 d Update Budgets during bidding processes and procurement Hours 40 $ 125.00 No Charge e Update of Budget at 100% Construction Drawings - Ted Johnson/ Travis Coulter Hours 8 $ 125.00 $ 1,000.00 f Distribute project budgets/ follow-up with vendors/ pricing - Eric Dahlberg Hours 12 $ 50.00 $ 600.00 2B Guaranteed Maximum Price Estimate No Charge Description of work: a GMP Estimate - Ted Johnson (Provided with the GMP Proposal) Hours 12 $ 90.00 No Charge b GMP Estimate - Travis Coulter (Provided with the GMP Proposal) Hours 8 $ 75.00 No Charge 2C GMP Proposal $ 1,650.00 Description of work: a Establish the Basis of Description for the GMP(s) Hours 3 $ 90.00 $ 270.00 b Review and confirmation of subcontractor bids - Travis Coulter Hours 8 $ 75.00 $ 600.00 c Update schedule to include with the Basis of Description - Ian Mestdagh Hours 4 $ 75.00 $ 300.00 d Final GMP Estimate for Basis of Description - Ted Johnson/ Travis Coulter Hours 3 $ 160.00 $ 480.00 2D Bid Package Estimates $ 1,540.00 Description of work: a Partnering meeting/ project informational/ outreach meeting - ECI EA 1 Above in 1F Above in 1F b Assemble the Bid Package/ Administer the Bid Process Hours 12 $ 75.00 $ 900.00 c Interview as needed/ clarify scope with subcontractors - Ted Johnson/ Ian Mestdagh Hours 4 $ 160.00 $ 640.00 d Compile bid tab for review - Anna Hoehn Hours 12 $ 50.00 No Charge 3 Project Scheduling Synopsis: 3A Pre-Construction Activity Schedule (Bar Chart) $ 450.00 Description of work: ECI maintains a large database of relevant costs for most items contained in this RFP. These estimates will be supported by specialized subcontractor input based on current market conditions. Within these estimates, ECI will clearly identify any allowances for discussion with the team. The number of estimates may move as the design progresses and can be easily modified. We strongly believe an estimate that mirrors the current design development will provide the most accurate and current cost data. This will be supported by the continuity of weekly team meetings during pre-construction. During construction a GMP will be established the meets the project budget. Any contingencies or cost savings will be returned to the City or project budget to be incorporated as additional project scope or elements. The construction budget will be developed initially off the initial drawings. It would be anticipated that the budget would be updated a minimum of every 4 weeks and at 90% and 100% construction document completion. Interim budgets would be provided during the bid process upon selection of approved subcontractors by the team. Upon completion of the pre-construction services and subcontractor bid process, the 100% GMP cost estimate will be amended to reflect the selected contractors and suppliers. The estimate will be completed with the balance of the GMP proposal below. Upon completion of the bid process, ECI will evaluate the following factors for subcontractor selection and approval by the team: 1). Subcontractor Price, 2). Subcontractor availability/ workload, 3). Subcontractor past experience, 4). Subcontractor financial stability and finally 5). EMR ratings. The GMP proposal will be established and detailed to describe all work, alternates if accepted and allowances or contingencies. ECI will include a "Basis of Description" which outlines the complete scope of work, schedule, price, understanding and goals. This package will be provided to Apex and DHM Design for approval and acceptance. ECI will administer the subcontractor bid process with the input of the City of Fort Collins and the design team. For this project we anticipate approximately 2 bid packages. The pre-construction project schedule will contain design activities and durations for the 70% and 90% drawing deadlines along with the program elements and permit milestones. The following elements at a minimum will be shown the schedule: 1). Design Milestones, 2). Approval milestones, 3).Permit milestones, 4). Procurement / bidding milestones. 5. River Start/ Completion milestones The pre-construction activity schedule will include all design, permit and pre-construction milestones. The Pre-construction schedule will be the backbone for the Construction Activities (CPM) Schedule used for construction. a Pre-Construction Schedule Development Hours 8 $ 90.00 No Charge b Review of Schedule - Updates from Production Staff - Ian Mestdagh Hours 6 $ 75.00 $ 450.00 3B Construction Activity Schedule (CPM) $ 750.00 Description of work: a Convert the Pre-Construction Schedule to the CPM Schedule Hours 16 $ 75.00 No Charge b Provide Schedule updates bi-monthly during pre-construction and with budgets Hours 4 $ 75.00 $ 300.00 c Review of Schedule - Updates from Production Staff - Ian Mestdagh Hours 6 $ 75.00 $ 450.00 3C Dewatering Plans/ River Construction Phasing $ 1,950.00 Description of work: a Develop dewatering plans - Ian Mestdagh/ Ted Johnson Hours 16 $ 75.00 $ 1,200.00 b River Phasing Plans/ Updates - Ian Mestdagh/ Kevin Bringle Hours 10 $ 75.00 $ 750.00 4 Contractor Document Coordination Synopsis: 4A Constructability Review and Recommendations $ 1,995.00 Description of work: a Constructability Reviews - Overall project Site work/ Park Elements - Ted Johnson/ Ian Mestdagh Hours 18 $ 90.00 $ 1,620.00 c Constructability Reviews - Schedule/ Construction sequencing/ constructability - Ian Mestdagh Hours 5 $ 75.00 $ 375.00 4B Reviews for Inclusion of all Work $ 1,200.00 Description of work: a Development of detailed cost breakdown - Budget- Ted Johnson Hours 40 Above in 2A Above in 2A b Development of detailed bid forms for bidding Hours 16 Above in 2D Above in 2D c Subcontractor Analysis Form assembly for all scopes - Anna Hoehn Hours 10 $ 50.00 $ 500.00 d Subcontractor Analysis Form Review- Ted Johnson/ Travis Coulter Hours 10 $ 70.00 $ 700.00 4C Development Strategy for hazardous materials management $ 1,200.00 Description of work: a Review of Phase II Environmental Report Hours 4 $ 75.00 $ 300.00 b Potential potholing behind CSU Engines Lab/ wall TBD 1 TBD TBD c Materials Management Strategy/ Plans/ Preparation Hours 12 $ 75.00 $ 900.00 d Hours 2 No Charge No Charge The pre-construction activity schedule will include all design, permit and pre-construction milestones. The Pre-construction schedule will be the backbone for the Construction Activities (CPM) Schedule used for construction. Prior to bidding, ECI will assemble a comprehensive, specific list of qualifications, clarifications, scope inclusions, exclusions and guidelines for subcontractor proposals in each package. These specific guidelines will also be included in our "Basis of Description" for the GMP submitted to the City. What this means to Fort Collins is that, ECI and our subcontractors clearly understand limits of work and responsibilities. Our pre-construction team also requires involvement with the project construction team in review of subcontractor proposals and scope gaps after the initial review is completed by Ted Johnson and Travis Coulter. Constructability reviews will be performed to provide a comprehensive understanding of the project documents, details and schedule. Thorough reviews of the schedule will help mitigate faulty construction sequencing and inefficiency in building the project and missed opportunities for seasonal work on the river and landscape establishment. Reviews will address the overall coordination of drawings and specifications and identify discrepancies that may generate change orders once construction commences. ECI will issue constructability reports to City of Fort Collins, Anderson, S20 and BHA to facilitate distribution to the appropriate scope. During development of the pre-construction cost proposals, an extensive and detailed quantity and unit price cost estimate will be established by division. This estimate will be amended as construction documents are completed or modified. All lump sum pricing will be supported by a breakdown of scope which tallies to the lump sum price. The level of detail provides for a complete understanding and breakdown of scope and work inclusions. During the bidding process, ECI's bid form provides for subcontractors to cross check quantities and provide suggestions for clarification in the event some bid items are omitted or unclear. Reviewing the Phase II Environmental Assessment provided by Walsh will require preparation of a materials management plan or a contingency plan in the event contaminated groundwater or soils are encountered during construction, which most likely can be anticipated. During pre-construction services, ECI will discuss phasing, construction approach and potential areas of concern or monitoring with Anderson Consulting, the City and Walsh. Preparations will be made during pre-construction so that if potential contaminants are encountered delays can be minimized and work can proactively continue. A methodical dewatering plan will be developed based on a realistic phasing approach and plan. Channelizing the river and/or diversions will be reviewed with the design and construction team to maximize construction productivity 4D Identification of Long Lead-Time Items No Charge Description of work: a Identification of Long Lead-Time Items Hours 12 No Charge No Charge b Procurement of Long Lead-Time Items - Hours TBD Above in 2D Above in 2D c Long Lead Time Acquisition Report Hours 3 No Charge No Charge 5 Quality Control Synopsis: 5A Implement and Submit Quality Control Plan $ 500.00 Description of work: a Quality Control Plan Hours 6 $ 75.00 No Charge b Quality control plan review - Scott Shaffer Hours 6 $ 70.00 No Charge c P3 Task Cards - Project Specific Hours 4 $ 50.00 No Charge d Materials Management Plans (Rock/ Earthwork) LS 1 $ 400.00 No Charge e Health and Safety Plan - Poudre River Whitewater Park LS 1 $ 500.00 $ 500.00 $ 19,875.00 Proposed Employee Name Job Title/ Function Billable Hourly Rate Project Team Hourly Rates a Ted Johnson Pre-con/ Estimating $ 90.00 b Ian Mestdagh Construction Manager $ 75.00 d Rick Coulter Field Consultant $ 75.00 f Mike Paetzel General Superintendent $ 70.00 g Scott Shaffer Specialty Superintendent $ 65.00 h Kevin Bringle Project Manager $ 70.00 i Travis Coulter Cost Estimator $ 70.00 j Selina Coulter Accounting $ 75.00 k Eric Dahlberg Project Engineer $ 50.00 l Suzanne Reams Project Coordinator $ 45.00 m Lisa Keen Administrative $ 35.00 Reimbursable Expenses/ Rates No. Task Unit General Requirements/ Reimbursable Expenses a Copying/ Printing - 24"x36" Plan Pages Sheet b Copying/ Printing - 8 1/2" x11" Plan Pages Sheet c Outside Printing - Cost plus 10% N/A d Outside Courier - Cost plus 10% N/A e Travel Time Hourly f Mileage Mile Our quality assurance program includes the following: 1). Pre-Construction constructability reviews to identify scope gaps or design questions, 2). Subcontractor pre-qualification to assure past performance and financial stability, 3). Pre-Construction and weekly meeting to convey owner intent and ensure design specifications are being met, 4). Materials Management Plan and Health and Safety Plans (HASP) if in the event contaminated materials are located, 5). Schedule and quality control testing to verify compliance with specifications and finally, ECI is involved in layout and grade verification to confirm all grading and ADA tolerances. ECI will have Ian Mestdagh, P.E. assist in developing the quality management plan and program for the Poudre River Whitewater Project. The Quality Management Plan will be developed during ECI’s pre-construction services contract. Onsite inspections will be performed daily during construction by Scott Shaffer, Superintendent and Ian Mestdagh/ Kevin Bringle, on-site project manager. Inspections will be completed daily as the scopes of work are installed, providing document control, and managing the material sampling & testing. During the project kickoff meeting, ECI will request a listing of City supplied items to verify procurement lead times and for scheduling consideration. As the cost estimate is developed, we will begin the process of the submittal log development for tracking lead times on materials as well as shop drawings. Longer lead-time items will be flagged for review and appropriate action from the onset of the pre- construction process and a separate listing will be generated for review. Some of these items may be the pedestrian bridge, site furnishings, light fixtures, signage, and artwork. Adjacent work whether scheduled will be considered if in the event we have a window for limited access. These items will be reviewed for potential early procurement with schedule phasing above. Rates above $ 0.56 Subtotal Preconstruction Services Fee In-house Expense Reimbursement Rate Exhibit “E” Sample Dewatering Plan / Grant Frontier Park “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace S. Platte River Vision Schedule D Project No: PRC2013-8001 Dewatering Plan Prepared for: Prepared by: Contents South Platte River Vision Schedule D Overview……………………………………………………………………………………….3 Existing Site Conditions……………………………………………………………………………………………………………………….3 Proposed Improvements: ......................................................................................................................... 3 Proposed Improvements A ................................................................................................................... 4 Dewatering Plan Overview: .......................................................................................................................... 4 Phase I: .......................................................................................................................................................... 4 Phase I : Diagram ...................................................................................................................................... 5 BMP’s Implemented in Phase I: ................................................................................................................ 5 Phase II: ......................................................................................................................................................... 5 Phase II: Diagram 1 ............................................................................................................................... 6 Phase II: Diagram 2 ............................................................................................................................... 6 BMP’s Implemented in Phase II: ............................................................................................................... 7 Phase III: ........................................................................................................................................................ 7 BMP’s Implemented in Phase III: .............................................................................................................. 8 Standard Operating Procedures within the Flood Plain ............................................................................... 8 Dewatering Summary ................................................................................................................................... 8 Dewatering Exhibit A..................................................................................................................................... 9 S. Platte River Vision Schedule D Overview Existing Site Conditions: Grant Frontier is located on the East Side of the Platte River at the end of Platte River Drive. The Park is currently a multi-use park that contains a playground, crusher fine and concrete walking and biking trails and is currently maintained by the City and County of Denver. The park is composed of roughly 80% sod and 20% native areas with an un-accessible bank to the Platte River. Existing Conditions A Proposed Improvements: As part of the project we will be re-shaping the park and changing the flood plan within the restrictions of our permit making the Platte River ADA accessible and more inviting to enjoy by the community. Also the new construction will bring new trails, plazas, and playground equipment for the community to enjoy. The river improvements portion of the project will include a concrete jetty that goes into the river with ADA compliant walkways leading down to it. Also there will be a secondary channel that comes into the park with low water pedestrian bridges across the secondary channel for access to the Platte River. The project as a whole will incorporate both native grasses as well as turf grasses to re-vegetate the park. Along the banks of the river, wetland grasses and shrubs will be installed to provided vegetation and protection against future erosion. Proposed Improvements A Dewatering Plan Overview: To complete the improvements we will be doing a three phase dewatering and installing the cofferdam along the entire stretch of bank as well as a dewatering sump and two dewatering cell at the south and north end of the cofferdam. This work involved with the dewatering will include all bank protection, the concrete jetty, and secondary channel. Phase I: The first phase primarily consists of setting up the initial site BMP’s, the excavation of the overburden along the banks, and providing access for phase II. As seen in the Phase I diagram seen below, after the initial BMP’s such as the Vehicle Tracking Pad, Inlet protection, and Waddle are installed we will use compacted berms and grade differential for the perimeter BMP until Phase II is completed. Phase I : Diagram The barrier BMP will be installed and the excavation of the overburden will commence. The overburden can be seen in the Phase I: Diagram as the red highlighted area. By completing this excavation first the slope will be laid back and decrease the risk of bank erosion from surface flows coming from above. This will also create a workable platform for the Phase II installation of the cofferdam. BMP’s Implemented in Phase I: Below is a list of BMP’s that will be used to control erosion and sediment movement during the proposed first phase of construction dewatering. The BMP’s will be inspected twice a day. • Use of existing design and water quality features on current structures • Use of a barrier BMP • Use of timing to limit the exposure of excavated soils • Monitoring of water and testing as needed for compliance with City and State Regulations (no pumping is expected during this phase of work) • Monitoring runoff and weather patterns to determine risk of high flows Phase II: The second phase will commence immediately following the excavation of the over burden. This phase includes the installation of the cofferdam, installation of the rip rap bank protection, and the installation of the concrete jetty, and secondary channel. The cofferdam will be made of 18’ steel sheet pile and will be installed similar to the layout shown on Dewatering Exhibit A. As seen below in the Phase II: Diagram, the sheet pile will be installed at the toe of the bank to allow for installation of the toe of the rip rap, secondary channel, and the concrete jetty. Phase II: Diagram 1 The cofferdam will be set approximately 6 feet above the average invert of the river. This will provide enough free board to handle storms and sudden fluctuations in river flow. This cofferdam will also provide a full hard armored barrier between the toe excavation and the active river flows. Phase II: Diagram 2 In order to maintain a dry work area for the shielded work areas we will be installing sump pumps that discharge into cells that will be made at the north and south ends of the cofferdam and will act as a large distilling basin. The excess water from the work area will be pumped into this cell allowing it to percolate into the banks and soil. The discharge hoses will be placed in the extra cell with special care so we can monitor any erosion that may occur during the dewatering within the cell. Once these sumps are installed surface water and ground water if encountered will be able to be maintained at a certain elevation in order to correctly install the concrete jetty, secondary channel, and the rip rap bank protection. BMP’s Implemented in Phase II: Below is a list of BMP’s that will be used to control erosion and sediment movement during the proposed second phase of construction dewatering. The BMP’s will be inspected twice a day. • Use of hard armored cofferdam to isolate work area • Monitoring the flows and weather patterns closely to prepare for any high flow events • Use of Phasing: Only open up the work you can complete • Use of large sumps for larger scale pumping operations • Use of screen at suction end of hose and floating the suction housing above the bottom of the sump • Use of a time delay from placement of suction hose to activation of pump • Use of a distilling basin • Use of secondary containment system for pumps to contain spills • Location generators will be above high water elevations • Pump pad to prevent erosion around pumps • Monitoring of water and testing as needed for compliance with City and State Regulations Phase III: This phase will consist of the final stabilization of the banks as well as the re-vegetation of the banks. This phase will be conducted immediately following the installation of the rip rap and secondary channel. As the rip rap is completed topsoil will be placed over the rock to the depth specified with the contract documents. This soil will then be seeded accordingly and covered with the specified erosion control blanket. The primary focus will be to complete the areas directly in contact with the invert of the river and up the banks to a high water level that will be determined in conjunction with the design team. This will ensure that the high risk areas will be addressed immediately as they become available. A temporary BMP will need to be installed at the top of the rip rap to prevent possible bank erosion until the banks can be completed as a whole. Once again a compacted berm in addition to multiple grade control structures will be used to achieve this. The removal of the sheet pile cofferdam will require access to the river’s edge. ECI in combination with the sub performing the removal will designate access points along the banks that will provide river access for the equipment necessary to remove the sheet pile. During the removal water will be allowed to slowly fill each of the completed sections creating equilibrium and minimizing the soil disturbance. BMP’s Implemented in Phase III: Below is a list of BMP’s that will be used to control erosion and sediment movement during the proposed third phase of construction dewatering. The BMP’s will be inspected twice a day. • Use of hard armored coffer dam • Use of use of erosion control blankets • Timing: Complete all re-vegetation work as it becomes available • Use of compacted berm and grade control structures along the top of the bank • Use of designated access points for removal of sheet pile • Allowing water and banks to reach equilibrium prior to full removal of sheet pile • Monitoring of water and testing as needed for compliance with City and State Regulations Standard Operating Procedures within the Flood Plain As part of ECI Standard Operating Procedures within any flood plains, all equipment will be stored out of the designated high water areas. Fuel, grease, and any other possible contaminants will be placed within a secured location out of the high water areas. Multiple spill kits will be on site at all times to address any accidental spills immediately. The Project Manager along with the Project Superintendent will monitor both weather and water releases for the water way that is being worked in. Each night the site will be walked and all possible pollutants and or erosion issues will be addressed prior to leaving the site. Dewatering Summary In conclusion, it is impossible to predict what Mother Nature can throw at us while working within the waterway but with the combination of this specific dewatering plan and the standard operating procedures that ECI has developed over the years, multiple layers of protection are in place to limit the amount erosion and discharge and still construct a successful project. The key for this entire scope of work will be the timing of the work and getting as much done within the River Seasons as possible. All of this work will be scheduled and tracked diligently. This will allow time for additional BMP’s as they may become necessary. As with any project it is hard to predict the exact layout and implementation of all the BMP’s that will be needed throughout the course of the project but this plan will act a basis of the initial items that need to be addressed yet provide the freedom to address items as they become evident. Dewatering Exhibit A Exhibit “F” Bonding/ Surety Letter “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace Exhibit “G” References “PARTNERS IN BUILDING OUTDOOR PLACES” Civil Infrastructure | Hardscape | Greenspace References: Ted Johnson 1. Project: Mehaffey Park – CM/GC – City of Loveland Client – City of Loveland – Ms. Janet Meisel-Burns (970)-962-2451 Designer – Logan Simpson – Ms. Jana McKenzie, Principal (970)-449-4100 office x. 103 2. Project: Riverside Park Ballfields – Design/Build – City of Fort Morgan Client – City of Fort Morgan – Mr. Brad Curtis – (970)-542-3901 Designer – BHA – Mr. Jeff Kroeger (970)-223-7577 3. Project: Cherry Creek at ECO Park/ Reach 5 – Urban Drainage and Flood Control Client – City of Denver – Mr. Rich Borchardt – (303)-455-6277 Designer – Muller Engineering, Inc. – Mr. Joe Juergensen, PE (303)-988-4939 Ian Mestdagh 1. Project: Confluence Park – City and County of Denver Client – City of Denver – Mr. James Geist, PE – (720)-913-4504 Designer – Wenk Associates – Mr. Ty Sturgeon (303)-628-0003 2. Project: Johnson Habitat Park – City and County of Denver Client – City of Denver – Mr. Michael Bouchard – (720)-913-0613 Project Sponsor – Greenway Foundation Mr. Jeff Shoemaker – (303)-818-8078 Designer – DHM Design – Ms. Mark Wilcox Principal (303)-892-5566 3. Project: Cherry Creek at ECO Park/ Reach 5 – Urban Drainage and Flood Control Client – City of Denver – Mr. Rich Borchardt – (303)-455-6277 Designer – Muller Engineering, Inc. – Mr. Joe Juergensen, PE (303)-988-4939 Scott Shaffer 1. Project: Confluence Park – City and County of Denver Client – City of Denver – Mr. Michael Bouchard – (720)-913-0613 Designer – Wenk Associates – Mr. Ty Sturgeon (303)-628-0003 2. Project: Grant Frontier/ Pasquinels Landing – City and County of Denver Client – City of Denver – Mr. Michael Harmer, PE – (720)-913-4526 Project Sponsor – Greenway Foundation Mr. Jeff Shoemaker – (303)-818-8078 Designer – CDM Smith – Mr. Brian Murphy, PE (303)-383-2429 3. Project: Cherry Creek at ECO Park/ Reach 5 – Urban Drainage and Flood Control Client – City of Denver – Mr. Rich Borchardt – (303)-455-6277 Designer – Muller Engineering, Inc. – Mr. Joe Juergensen, PE (303)-988-4939 $ 2.35 $ 0.12 Cost plus 15% Cost plus 15% 09 APR 16 MAY 23 JUN 30 JUL 07 AUG 14 SEP 21 OCT 28 NOV 04 DEC 11 JAN 18 25 01 08 15 22 29 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 05 12 19 26 02 09 1870 Shrubs/Grasses 5d 5d 27OCT16 02NOV16 1880 Riparian Plantings 10d 10d 27OCT16 09NOV16 1890 Mulch 5d 5d 03NOV16 09NOV16 1900 Irrigation System 10d 10d 22SEP16 05OCT16 1990 Erosion Control Blanket 3d 3d 03NOV16 07NOV16 Site Furnishings 1540 Benches, Tables, Trash Cans, Bike Racks, 2d 2d 14NOV16 15NOV16 Metal Railings and Singnage 1550 Handrail Stair C/Gaurdrail 15d 15d 28OCT16 18NOV16 1560 Road Sinage 2d 2d 29NOV16 30NOV16 1910 Interpretive Signs 3d 3d 18NOV16 23NOV16 Shrubs/Grasses Riparian Plantings Mulch Irrigation System Erosion Control Blanket Benches, Tables, Trash Cans, Bike R Handrail Stair C/Gaurdrail Road Sinage Interpretive Signs ID Description Units Total Display: Quantity 160 EX Volvo 160 Excavator HR 2,065 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 220 EX Volvo 220 Excavator HR 0 246C Rubber Tire Skidsteer HR 373 * * * * * * * * * * * * 930 G 930 G Loader HR 1,325 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * BLAD Blade HR 80 * DR Double R 1,608 * * * * * * * * * * * * * * * * * * * * * * * * * * * * JUMP Jumping Jack HR 637 * * * * * * * * * * * * * * * * TER Terra 80 * WAT Water Truck HR 141 * * * * Total * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Start date 12OCT15 Finish date 23DEC16 Data date 15SEP16 Run date 15SEP16 Page number 3A © Primavera Systems, Inc. ECI Site Construction, Inc. Grant Frontier Schedule D Start date 12OCT15 Finish date 23DEC16 Data date 15SEP16 Run date 15SEP16 Page number 3A © Primavera Systems, Inc. 1740 Concrete Curb Ramp Type 2 2d 0 30AUG16 A 31AUG16 A 1750 Sidewalk 4.5' Wide 5d 5d 27SEP16 03OCT16 1760 24' Curb Cut 5d 5d 04OCT16 10OCT16 1790 Concrete 10 YR Flood Wall With Footer 5d 5d 28OCT16 04NOV16 2010 Excavation for Stair Case A 5d 0 03MAR16 A 21MAR16 A 2020 Redi Rock Wall 10d 0 19SEP16 A 01SEP16 A 2050 ADA acess sidewalk to Jetty 10d 10d 28NOV16 09DEC16 Boulders 1320 Grouted Boulder Retaining Wall 10 YR 15d 0 18APR16 A 30MAY16 A 1330 Grouted Boulder Retaining Wall 2.5 YR 15d 0 19APR16 A 10JUN16 A 1350 Boulder Cheek Walls Plaza Grand Steps 15d 15d 23SEP16 14OCT16 1360 Boulder Cheek Walls Stair Case A 20d 0 06JUN16 A 07JUL16 A 1380 Large Boulders Interpretive Area(Rock 10d 0 20JUN16 A 24JUN16 A 1430 Granite Rock Boulders 4' Playground Curb 5d 0 01JUL16 A 20JUL16 A 2030 Stair Case B 15d 15d 10NOV16 30NOV16 Asphalt Paving 1510 Striping GF Parking Lot 5d 5d 15NOV16 21NOV16 1520 Striping S. Platte River Dr. 5d 5d 22NOV16 28NOV16 1530 ADA Markings GF Parking Lot 5d 5d 29NOV16 05DEC16 1770 HMA(Grading S) 7" Full Depth Phase One 10d 0 02SEP16 A 02SEP16 A 1850 HMA Grading 7" Phase 2 3d 3d 10NOV16 14NOV16 Playground Equipment 1270 Environmental Play Area 20d 0 15AUG16 A 02SEP16 A 1280 Themed Concepts Play Equipment 20d 0 24AUG16 A 01SEP16 A 1410 Fibar Play Surfacing Environmental Play 10d 10d 15SEP16 28SEP16 1800 Montana City 15d 15d 15NOV16 05DEC16 2040 Install Correct Slide On Tree Hut 3d 3d 03NOV16 07NOV16 Landscape/Irrigation 1440 Environmental Play Area Cobble Channel 10d 0 22AUG16 A 24AUG16 A 1450 Trees Environmental Play Area 5d 5d 06OCT16 12OCT16 1460 Shrubs/Ornamentals Environmental Play Area 10d 10d 06OCT16 19OCT16 1470 Mulch Environmental Play Area 5d 5d 13OCT16 19OCT16 1780 Crusher Fines 4" Stablized 15d 15d 15SEP16 05OCT16 1810 Soil Preparation Native Seed 5d 5d 20OCT16 26OCT16 1820 Native Seed Upland 5d 5d 27OCT16 02NOV16 1830 Riparian Seed 5d 5d 27OCT16 02NOV16 1840 Wildflower Seed 5d 5d 27OCT16 02NOV16 1860 Trees 5d 5d 20OCT16 26OCT16 Concrete Steps Stair A Playground Accessibility Ramps EPA 6" Mow Curb Environmental Play Area 6" 8 & 12' Trail Intergral Color Phase 2 6" Grey Pads for Site Furnishings Concrete 100 YR Flood Wall/With Footer Phase One Concrete 10 YR flood Wall/W Footer Phase One Concrete 100 YR Flood Wall With Footer Phase 2 Concrete Edger for Pavers in Plaza 8" Wide Concrete Edger for Crusher Fines at Plaza Plaza Grand Steps Concrete Steps Stair C 6" Vertical Curb w/2' Gutter Concrete Curb Ramp Type 1 Concrete Curb Ramp Type 2 Sidewalk 4.5' Wide 24' Curb Cut Concrete 10 YR Flood Wall With Footer P Excavation for Stair Case A Redi Rock Wall ADA acess sidewalk to Je Grouted Boulder Retaining Wall 10 YR Grouted Boulder Retaining Wall 2.5 YR Boulder Cheek Walls Plaza Grand Steps W/Footing Boulder Cheek Walls Stair Case A Large Boulders Interpretive Area(Rock Garden) Granite Rock Boulders 4' Playground Curb Wall Stair Case B Striping GF Parking Lot Striping S. Platte River Dr. ADA Markings GF Parking L HMA(Grading S) 7" Full Depth Phase One HMA Grading 7" Phase 2 Environmental Play Area Themed Concepts Play Equipment Fibar Play Surfacing Environmental Play Area Montana City Install Correct Slide On Tree Hut Environmental Play Area Cobble Channel Trees Environmental Play Area Shrubs/Ornamentals Environmental Play Area Mulch Environmental Play Area Crusher Fines 4" Stablized Soil Preparation Native Seed Native Seed Upland Riparian Seed Wildflower Seed Trees Start date 12OCT15 Finish date 23DEC16 Data date 15SEP16 Run date 15SEP16 Page number 2A © Primavera Systems, Inc. ECI Site Construction, Inc. Grant Frontier Schedule D Start date 12OCT15 Finish date 23DEC16 Data date 15SEP16 Run date 15SEP16 Page number 2A © Primavera Systems, Inc. 1950 24" RCP Pipe 5d 0 25JUL16 A 01AUG16 A 1960 4' Manhole 5d 0 25JUL16 A 29JUL16 A 1970 12" RCP 5d 0 11JUL16 A 15JUL16 A 1980 Custom Outlet @ Evans 10d 0 04AUG16 A 23AUG16 A 2000 Cap Existing Denver Water Line 10d 0 19NOV15 A 03DEC15 A Demolition 1030 Tree Protection 3d 0 12OCT15 A 02NOV15 A 1040 Initail BMP's 5d 0 15OCT15 A 30OCT15 A 1050 Remove Miscellaneous Structures 3d 0 26NOV15 A 15JAN16 A 1060 Remove Existing Concrete Trails In Park 5d 0 26NOV15 A 02DEC15 A 1070 Pedestrian Trail Detour 5d 0 06JAN16 A 12JAN16 A 1080 Tree Removals 5d 0 03DEC15 A 28OCT15 A 1090 Clearing and Grubbing 5d 0 02DEC15 A 08DEC15 A 1180 Remove Remaining Trail Along SPRD 5d 0 01AUG16 A 05AUG16 A 1260 Asphalt Removal 5d 0 08DEC15 A 19JAN16 A 1400 Remove and Replace Handicap Signs 2d 0 01AUG16 A 04AUG16 A Earthwork 1160 Earthwork Excavation 15d 0 08DEC15 A 23MAR16 A 1170 Load and Haul Off 15d 0 01FEB16 A 23MAR16 A 1230 Excavate and Haul Off Haul Road and 5d 3d4h 01SEP16 A 14OCT16 River Work 1190 Install Cofferdam 10d 0 19JAN16 A 19JAN16 A 1200 Move Cofferdam For Storm/Wall 10d 0 18JUL16 A 29JUL16 A 1220 Secondary Channel 20d 0 14MAR16 A 22APR16 A 1240 Low Water Crossings 10d 0 22FEB16 A 23FEB16 A 1250 Pit Run 10d 0 04APR16 A 09MAY16 A 1300 Set Up Dewatering 5d 0 19FEB16 A 26FEB16 A 1310 Disassemble Dewatering For Relocate 5d 0 11JUL16 A 15JUL16 A 1340 Grouted Boulder Retaining Wall at Jetty 5d 5d 22SEP16 28SEP16 1370 Stepping Stones Structures in Secondary 5d 0 09MAY16 A 16MAY16 A 1480 Low Water Crossing Excavation 5d 0 10FEB16 A 17FEB16 A 1570 Concrete Jetty 10d 0 27JUL16 A 28JUL16 A 1580 Type L Riprap under Jetty 5d 0 25JUL16 A 27JUL16 A 1590 Grouted Boulder Weir at Secondary Channel 5d 0 09MAY16 A 16MAY16 A 1600 Soil Riprap L 10d 0 26FEB16 A 20APR16 A 1610 Soil Riprap VL 15d 0 06APR16 A 02MAY16 A Concrete 1290 Playground Curb Environmental Play Area 10d 0 25JUL16 A 05AUG16 A Grant Frontier Contract Grant Frontier NTP Substantial Completion G Final Completion G Start River Work Grant Frontier Finish River Work Grant Frontier Punch List Items Remove Cofferdam Single Type 16 Combo Inlets Xcel Pole Demo and Disconnect Modify Existing Storm Outfall 24" RCP Pipe 4' Manhole 12" RCP Custom Outlet @ Evans Cap Existing Denver Water Line Tree Protection Initail BMP's Remove Miscellaneous Structures Remove Existing Concrete Trails In Park Pedestrian Trail Detour Tree Removals Clearing and Grubbing Remove Remaining Trail Along SPRD Asphalt Removal Remove and Replace Handicap Signs Earthwork Excavation Load and Haul Off Excavate and Haul Off Haul Road and Parking Lot Install Cofferdam Move Cofferdam For Storm/Wall Secondary Channel Low Water Crossings Pit Run Set Up Dewatering Disassemble Dewatering For Relocate Grouted Boulder Retaining Wall at Jetty Stepping Stones Structures in Secondary Channel Low Water Crossing Excavation Concrete Jetty Type L Riprap under Jetty Grouted Boulder Weir at Secondary Channel Soil Riprap L Soil Riprap VL Playground Curb Environmental Play Area Start date 12OCT15 Finish date 23DEC16 Data date 15SEP16 Run date 15SEP16 Page number 1A © Primavera Systems, Inc. ECI Site Construction, Inc. Grant Frontier Schedule D Start date 12OCT15 Finish date 23DEC16 Data date 15SEP16 Run date 15SEP16 Page number 1A © Primavera Systems, Inc.