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Home My WebLink AboutWPO201400092 Bond Estimates WPO VSMP 2016-06-16Foothills Crossing II WPO file number: WP0201400092 Stormwater Management Plan Bond Estimate Item Item Number No. Unit Unit Cost Cost installed permanent diversion or ditch 745 ft $13.00 $9,685.00 standard manhole frame top (not inlet) 2 ea $500.00 $1,000.00 drop inlet or grate 0 ea $3,500.00 $0.00 manhole structure (per ft. rise) 17 ft $450.00 $7,650.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES -1,2 0 EC -1 27.0 ft $35.00 $945.00 aggregate base or drainage stone 0.0 in d 0.0 ft L 0.0 ft W 0.0 ton $35.00 $0.00 earthwork for Retention Basin 1 A height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft length of dam ft length of cut ft 'Volume anaylsis performed in Civil3D, top width ft width of cut ft includes grading necessary to convert (area above transition) 0 sf (area below transition, 0 sf sediment basin to SWM facility. (total width of dam) 0 ft (total width of cut) 0 ft 1,584 cy cut, 0 cy fill (height below transitior 0 ft (depth below transitioi 0 ft (area below transition) 0 sf (area above transition 0 sf (total fill volume) 0.0 cy (total fill volume) 0.0 cy length of spillway ft JOAL CY estimate) 1584 cy $13.00 $20,592.00 width of spillway ft (spillway stone tons) 0 tons $50.00 $0.00 Basin structure included w/ E&S bond riser height ft riser diameter in (riser unit price) $0.00 $0.00 barrel length ft base plate or fdn $200.00 $0 barrel diameter in (barrel unit price) $0.00 $0.00 barrel collars 0 $200.00 $0 baffle length 0 ft $50.00 $0 earthwork for Retention Basin 2B height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft length of dam ft length of cut ft `Volume anaylsis performed in Civil3D, top width ft width of cut ft includes grading necessary to convert (area above transition) 0 sf (area below transition, 0 sf sediment basin to SWM facility. (total width of dam) 0 ft (total width of cut) 0 ft 1,391 cy cut, 0 cy fill (height below transitior 0 ft (depth below transitioi 0 ft (area below transition) 0 sf (area above transition 0 sf (total fill volume) 0.0 cy (total fill volume) 0.0 cy length of spillway ft JOAL CY estimate) 1391 cy $13.00 $18,083.00 width of spillway ft (spillway stone tons) 0 tons $50.00 $0.00 Basin structure included w/ E&S bond riser height ft riser diameter in (riser unit price) $0.00 $0.00 barrel length ft base plate or fdn $200.00 $0 barrel diameter in (barrel unit price) $0.00 $0.00 barrel collars 0 $200.00 $0 baffle length 0 ft $50.00 $0 6/16/2016 Foothills Crossing II WPO file number: WPO201400092 Stormwater Management Plan Bond Estimate Item Item Number trees shrubs seedlings underdrain (LF) biofilter soil mix (C` ) trash rack/ anti vortex devices maintenance access road (LF) rip -rap, placed depth volume (cu. ft.) survey and layout (price per 0.1 mi.) acres mobilization as -built drawings (per facility) materials testing (per facility) compaction testing (per dam) ft length ft (tons) 0 3.5 basins 2 No. Unit Unit Cost Cost $13,150.00 installed $144,650 41 ea $150.00 $6,150.00 66 as $50.00 $3,300.00 0 as $5.00 $0.00 59 ft $5.00 $295.00 0 cy $38.00 $0.00 2 ea $1,500.00 $3,000.00 971 ft $50.00 $48,550.00 $60.00 $0.00 $2,750.00 $500.00 1 ea $2,000.00 $2,000.00 1 ea $2,000.00 $2,000.00 1 ea $5,000.00 $5,000.00 cost sum $131,500.00 contingency $13,150.00 Total $144,650 6/16/2016 Foothills Crossing II WPO file number: WP0201400092 Erosion and Sediment Control Bond Estimate Item Item Number No. Unit Unit Cost Cost (installed) stablization (PS, TS) 30.1 acres $5,000.00 $150,500.00 silt fence (SF) 3838.0 ft $5.00 $19,190.00 safety fence (SAF) 1930.0 ft $5.00 $9,650.00 diversion (DD, FD, RWD) 1533 ft $13.00 $19,929.00 temporary slope drain (TSD) pipe length ft pipe diameter in $0.00 $0.00 earthwork for Sediment Basin #1 height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft length of dam ft length of cut ft top width ft width of cut ft 'Volume analysis performed in Civil3d (area above transition) 0 sf (area below transition) 0 sf 9,400 cy cut, 4,553 cy fill (total width of dam) 0 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft (area below transition) 0 sf (area above transition, 0 sf (total fill volume) 0.0 cy (total fill volume) 0.0 cy length of spillway ft (TOAL CY estimate) 10918 cy $13.00 $141,934.00 width of spillway ft (spillway stone tons) 0 tons $50.00 $0.00 structures for Sediment Basin #1 riser height 6.5 ft riser diameter 48 in (riser unit price) $150.00 $975.00 barrel length 646.6 ft base plate or fdn 1 $200.00 $200 barrel diameter 30 in (barrel unit price) $65.00 $42,029.00 barrel collars 2 $200.00 $400 baffle length 69 ft $50.00 $3,450 earthwork for Sediment Basin #2 height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft length of dam ft length of cut ft top width ft width of cut ft 'Volume analysis performed in Civil3d (area above transition) 0 sf (area below transition) 0 sf 18,593 cy cut, 702 cy fill (total width of dam) 0 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft (area below transition) 0 sf (area above transition, 0 sf (total fill volume) 0.0 cy (total fill volume) 0.0 cy length of spillway ft (TOAL CY estimate) 18827 cy $13.00 $244,751.00 width of spillway ft (spillway stone tons) 0 tons $50.00 $0.00 structures for Sediment Basin #2 riser height 12 ft riser diameter 36 in (riser unit price) $70.00 $840.00 barrel length 166 ft base plate or fdn 1 $200.00 $200 barrel diameter 30 in (barrel unit price) $65.00 $10,790.00 barrel collars 2 $200.00 $400 baffle length 225 ft $50.00 $11,250 6/16/2016 Foothills Crossing II WPO file number: WP0201400092 Erosion and Sediment Control Bond Estimate Item Item Number earthwork for Sediment Basin #3 $150.00 $200.00 $200 $1,760.00 height of dam at toe ft cut at high side ft 0 $100.00 height of fill at face ft cut at face ft $11,700.00 length of dam ft length of cut ft $2,000.00 top width ft width of cut ft 'Volume analysis performed in Civil3d (area above transition) 0 sf (area below transition) 0 sf 3,005 cy cut, 120 cy fill (total width of dam) 0 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft (area below transition) 0 sf (area above transition, 0 sf (total fill volume) 0.0 cy (total fill volume) 0.0 cy length of spillway ft (TOAL CY estimate) 3045 cy width of spillway ft (spillway stone tons) 0 tons structures for Sediment Basin #3 riser height 3 ft riser diameter 24 in (riser unit price) $50.00 barrel length 44 ft base plate orfdn 1 barrel diameter 18 in (barrel unit price) $40.00 barrel collars 2 baffle length ft silt fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) (8 total) total area 2600 sf channel (SCC, matted) length ft width ft check dam depth in channel ft channel width ft construction entrance (CE) wash rack paved construction entrance rip -rap, placed depth ft length 1.0 ft width (tons) 0 tons survey and layout (price per 0.1 mi.) acres 30.05 traps and basins 3 mobilization stream crossing (computed independently) No. Unit Unit Cost Cost (installed) $13.00 $39,585.00 $50.00 $0.00 $16,525.00 $500.00 $0.00 cost sum $745,208.00 contingency $74,520.80 Total $819,730 6/16/2016 $150.00 $200.00 $200 $1,760.00 $200.00 $400 $50.00 $0 0 $100.00 $0.00 62 $200.00 $12,400.00 1 $11,700.00 $11,700.00 $0.00 $0.00 $0.00 $2,000.00 $0.00 1 $2,000.00 $2,000.00 1 $3,500.00 $3,500.00 $60.00 $0.00 $16,525.00 $500.00 $0.00 cost sum $745,208.00 contingency $74,520.80 Total $819,730 6/16/2016