The URL can be used to link to this page

3. Citizen Group Submittal Copy of 6-24-15 Rough $ Est Presentation#Item Unit $Unit Qty Cost Qty Cost Qty Cost Qty Cost 1 Mobilization 20,000 LS 0.25 5,000 0.25 5,000 1 20,000 1 20,000 2 Site Clearing 5,000 LS 0.5 2,500 0.5 2,500 1 5,000 1 5,000 3 Wetland Restoration 5,000 LS 0 0 0 0 1 5,000 1 5,000 4 Erosion Control 5,000 LS 1 5,000 1 5,000 1 5,000 1 5,000 5 Common Grading 15 CY 333 5,000 333 5,000 1,000 15,000 1,500 22,500 6 Boat Launch Retaining Wall 35 SF 200 7,000 200 7,000 200 7,000 200 7,000 7 Common Embankment 12 CY 1,000 12,000 1,000 12,000 1,500 18,000 2,000 24,000 8 Select Granular 20 CY 0 0 0 0 704 14,080 970 19,400 9 Class 5 Aggregate Base 18 TN 0 0 0 0 710 12,780 974 17,532 10 2" Bit Base Course 67 TN 0 0 0 0 251 16,817 344 23,048 11 Track Coat 3 GAL 0 0 0 0 126 378 172 516 12 2" Bit Wear Course 67 TN 0 0 0 0 276 18,492 379 25,393 13 B412 Concrete Curb and Gutter 20 LF 0 0 0 0 1,200 24,000 2,400 48,000 14 Overflow Structure 3,000 EA 2 6,000 2 6,000 2 6,000 2 6,000 15 2x3 Catch Basin 2,500 EA 0 0 0 0 4 10,000 4 10,000 16 4' Dia Catch Basin Manhole 2,500 EA 0 0 0 0 4 10,000 4 10,000 17 4' Dia Catch Basin Manhole W/Sump 2,500 EA 0 0 0 0 2 5,000 2 5,000 18 27" Diameter Catch Basin 1,500 EA 0 0 0 0 2 3,000 2 3,000 19 Culvert Cleaning 1,000 LS 0 0 0 0 1 1,000 1 1,000 20 Culvert Extension 1,750 EA 0 0 0 0 2 3,500 2 3,500 21 Railroad Apron 5,000 LS 0 0 0 0 1 5,000 1 5,000 22 12" Storm Sewer Pipe 22 LF 0 0 0 0 800 17,600 800 17,600 23 12" RCP Flared End Section 1,500 EA 0 0 0 0 4 6,000 4 6,000 24 Planting Media 50 CY 300 15,000 300 15,000 300 15,000 300 15,000 25 Perennial Plantings (Plugs)2 EA 1,500 3,000 1,500 3,000 1,500 3,000 1,500 3,000 26 Concrete Boat Launch 9 SF 800 7,200 800 7,200 800 7,200 800 7,200 27 Pavement Markings 0.6 LF 0 0 0 0 640 384 500 300 28 Sign Replacment 200 EA 8 1,600 8 1,600 8 1,600 8 1,600 29 Rip Rap 85 CY 10 850 40 3,400 40 3,400 40 3,400 30 Erosion Control Blanket 3 SY 1,000 3,000 1,000 3,000 1,000 3,000 1,000 3,000 31 Seeding 2,000 AC 0.8 1,600 0.8 1,600 0.8 1,600 0.8 1,600 32 Seed 30 LB 80 2,400 80 2,400 80 2,400 80 2,400 33 Topsoil Borrow 18 CY 400 7,200 400 7,200 400 7,200 400 7,200 34 Traffic Control 3,000 LS 1.0 3,000 1.0 3,000 1 3,000 1 3,000 35 Armored Ditch (4 ft x 1 ft x 1000 ft)25 LF 0 0 750 18,750 0 0 0 0 36 Rock Ditch (1-1/2' x 6" x 1000 ft)4 LF 750 3,000 0 0 0 0 0 0 37 2131 Calcium Chloride (2#/SY)(25000SY)600 Ton 0 0 20 12,000 0 0 0 0 38 2118 Aggregate Surfacing (Bound)30 Ton 0 0 800 24,000 0 0 0 0 39 18" Driveway Culvert 50 LF 50 2,500 50 2,500 0 0 0 0 Sub-Total 92,850 147,150 276,431 337,189 Contingency 10%9,285 14,715 27,643 33,719 Estimated Totals 102,134 161,864 304,074 370,908 25%25,534 40,466 76,019 92,727 50%51,067 80,932 152,037 185,454 75%76,601 121,398 228,056 278,181 13' Asphalt 20' AsphaltExisting Surface Bound Aggregate