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Minimum Likely Minimum Likely <br />1 2 195.00 195.00 390.00 <br />12 12 44.00 528.00 528.00 <br />8 8 142.00 1,136.00 1,136.00 <br />1 1 195.00 195.00 195.00 <br />2 6 66.00 132.00 396.00 <br />2 2 142.00 284.00 284.00 <br />1 3 66.00 66.00 198.00 <br />Test Roll Observations 1 <br />2 2 348.00 696.00 696.00 <br />2 4 44.00 88.00 176.00 <br />Bituminous - 2.25" Trail TON 35 1 2 0 1 348.00 0.00 348.00 <br />10 20 44.00 440.00 880.00 <br />2 4 105.00 210.00 420.00 <br />14 36 Subtotal =3,970.00 5,647.00 <br />Notes: <br />Unit Rate ($)Minimum Quantity Likely Quantity Minimum Cost <br />Mile 1.35 630 630 850.50 <br />Hour 120.00 36 36 4,320.00 <br />Hour 170.00 0 3 0.00 <br />Hour 200.00 5 6 1,000.00 <br />Hour 90.00 2 2 180.00 <br />Subtotal =6,350.50 <br />Minimum Likely <br />Estimate prepared by: Ryan Schaefer 10,320.50 12,707.50 <br />Materials Testing Estimate for Village Parkway UPRR Crossing Improvements ‒ City SMC <br />Likely Cost <br />Agency Testing & Frequency <br />Plastic Concrete Testing (1 set of tests/100 CY) - Included <br />in hourly rate see below <br />City Project No. 2019.122; Lake Elmo, Minnesota <br />Cost ($)Cost per <br />Test ($) <br />Proctor (1/soil type) <br />MnDOT Extraction/Gradation (1/500 TON) <br />Concrete sample pick up from job site <br /># of Tests <br />3 8 <br />Aggregate Base Class 6 TON <br />Select Granular Borrow MOD 5% <br />7,060.50 <br />QuantityUnits <br />Time and Mileage <br />Material HoursTrips <br />Engineer I - Included in hourly rate see below <br />Penetration Index DCP (1/500 LF/Lift <br />Trenches, Specified Density Nuclear Gauge (1/500 LF/Lift) <br />Gradation (1/500 TONS) <br />1. Material quantities are estimated based upon Statement of Estimated Quantities, conversions, and plans. <br />2. We have included nuclear density testing for both WE and NW pavement mixes due to the small quantities in lieu of cores on the NW course due to the small quantities. <br />Proctor (1/soil type) <br />Total Cost Estimate = <br />Concrete Compressive Strength, Curing, & Handling 4x8 <br />Cylinders (includes mold) (5 cyls/300 CY) <br />TON 4,000 2 5 <br />682 1 3 Penetration Index DCP (1/500 LF) <br />Gradation (1/500 TONS) <br />Specified Density, Nuclear Density Gauge (1/500 LF) <br />Watermain 25LF <br />2 6Bituminous - SP WE/NW TON 200 <br />MnDOT Extraction/Gradation (1/500 TON) <br />Concrete - Sidewalk, Pedestrian Ramps, Curb <br />& Gutter, Driveway CY 87 4 12 <br />Project Administrator <br />Engineer II, Project Management <br />180.00 <br />1,200.00 <br />Mileage, Personal Automobile/Truck 850.50 <br />Technician II 4,320.00 <br />Engineer I, Test Roll Observations 510.00 <br />Page 1 of 1