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GEM Rexburg Mitigation Cost Estimate - Updated
BID BREAKDOWN 1 2500 2500 2500 3600 1 2500 2500 300 1500 1 40 0 30 0 2 420 20 8400 1 10 0 670 15 10050 550 20 11000 0 6 0 31950 150 150 22500 1 2500 2500 1000 0 25000 0 7500 0 0 100 0 0 2500 0 0 2500 0 0 1500 0 0 125 0 0 3500 0 1 10000 10000 15 125 1875 1500 0 50 0 3500 0 25000 0 100 0 11875 300 20 6000 1500 10 15000 2 4000 8000 29000 322 166 24 1 100000 100000 5 7 0.1 180000 18000 253 60 1 15000 15000 24 86 23 40 0 279 93 133000 277 97 162 233325 156 46665 279990 1797 237 25000 0.1318864774624374 304990 40224.056761268781 1 2500 2500 2500 1750 875 4940 2000 1 1500 1500 315 2 40 0 30 0 1 200 20 4000 10 0 1 550 15 8250 550 20 11000 0 6 0 24750 185 150 27750 1 5000 5000 1000 0 32750 0 7500 0 0 100 0 0 2500 0 0 2500 0 0 1500 0 0 125 0 0 3500 0 2 15000 30000 250 125 31250 1500 0 50 0 3500 0 25000 0 100 0 61250 20 0 10 0 4000 0 0 6 0 20000 0 463 82 67 12 7500 0 50 12 17 0 15000 0 156 74 40 0 206 85 0 13 40 121250 29 24250 38 145500 1159 191 25000 0.16479723899913717 170500 28097.929249352888 PROJECT NAME: GEM Prep Rexburg JOB NUMBER: Job #2412124 LOCATION: Rexburg, ID UNIT DESCRIPTION QUANTITY PRICE AMOUNT SOIL EROSION & SEDIMENTATION CONTROL Erosion control L.S. SOIL EROSION & SEDIMENTATION CONTROL SUBTOTAL: SITE CLEARING & EARTHWORK SITE CLEARING Geotextile LS Site clearing ACRE EARTHWORK - SECTION Earthwork (Bring on-site CLIII; bank run) C.Y. Earthwork (Haul off-site) Earthwork (Move around on-site) S.Y. SITE CLEARING & EARTHWORK SUBTOTAL: ASPHALT Asphalt paving TON Roadway/Parking Lot Striping/Signing Barrier free parking spaces - marking, sign, post Each ASPHALT SUBTOTAL: UNDERGROUND UTILITIES WATER SYSTEM UNDERGROUND UTILITIES SUBTOTAL: EXTERIOR CONC., SIDEWALKS AND CURB 24" Concrete curb and gutter L.F. Concrete sidewalks - 4" S.F. Barrier free ramp EXTERIOR CONC., SIDEWALKS AND CURB SUBTOTAL: MISC. SITE ITEMS E.A. LANDSCAPING MISC. SITE ITEMS SUBTOTAL: 12" Sand subbase 4" Aggregate base 20" Aggregate subbase Live tap watermain 12" Waterline, includes valves and fittings Fire hydrant SANITARY SEWER Connect to ex. structure Main line riser 12" Sanitary Sewer Sanitary manhole STORM SEWER 18" Storm sewer 12" End section : 6" Perforated/sock pipe 4' Catch basin/manhole Premanufactured Storm BMP structure 18" Driveway culvert ROADWAY LIGHTING Light Poles @ 400' Spacing Both Sides of Public Road SEGMENTAL BLOCK RETAINING WALLS Segmental block retaining wall Subtotal: 20% Contingency: Engineering Grand Total AWSC ADD Northbound Right Turn Lane 300' of curb SF Pavement LF Curb Sidewalk Ea Drainage Structure Landscaping EA Curb Ramps Signal Pole Relocation 300' Right Turn Lane 300' Relocated Sidewalk Relocate Drainage Structure Traffic Signal Pole Relocation Relocate and Upgrade Traffic Signal Pole R&R Pole Complete Connect to ex. Structure ADD Southbound Through-Right Turn Lane 250' to North Plus Transition, 250' to South Plus Transition Curb Ramp 8' widening North, 7' widening South North Transition 90' South Transition - 250' South Pavement North Pavement SF Striping and Signing 11' lanes 250' SB Through Right Turn Lane (North of intersecton) -90' Transition 250' SB Through Lanes (South of interseciton) 250' Transition Relocate Drainage Structures Restriping to 11' Lanes and add STOP Controls All-Way 2030 + Project Project Prorata Share Project Only Based on Traffic Volume Based on Dollars Total Volume through Intersection AM Peak Hour Volumes RIGHT OF WAY Land AC R&R Pole Complete, Conduits, Cabling, Pull Boxes Controller relocation included.