The URL can be used to link to this page

Home My WebLink AboutWPO201800016 Bond Estimates 2018-07-05 (3)Project Name: Birdwood Golf Course WP0201800016 WPO file number: WP020100039 Stormwater Management Plan Bond Estimate Item Item Number Date No. Unit Unit Cost Cost installed permanent diversion or ditch 0 ft $13.00 $0.00 standard manhole frame top (not inlet) 0 ea $500.00 $0.00 drop inlet or grate 0 ea $3,500.00 $0.00 silt fence (SF) 9032.0 ft $4.50 $40,644.05 safety fence (SAF) 16570.1 ft $4.50 $74,565.27 manhole structure (per ft. rise) 0 ft $450.00 $0.00 pipe, rcp, cmp (15 to 48") 0.0 in d 0 ES -1,2 0 EC -1 0.0 ft $0.00 $0.00 pretreatment stone (#57s) 9220.0 cf 645.4 ton $34.00 $21,943.60 as -built drawings (per facility) 10 ea $2,000.00 $20,000.00 materials testing (per facility) 1 ea $2,000.00 $2,000.00 compaction testing (per dam) 0 ea $3,000.00 $0.00 manufactured facilities (attach manufacturer's or contractor's price as a base) $0.00 cost sum $161,652.92 contingency $16,165.29 WP0201800016-SWM_bond_est (003)_Birdwood Golf Course 070518.xlsx MY /JA-J.Wilson Qty. - 070518 Total $177,820 7/5/2018 Birdwood Gold Course WPO file number: WP0201800016 Erosion and Sediment Control Bond Estimate Item Item Number stablization (PS, TS) silt fence (SF) + super silt fence (SSF) safety fence (SAF) diversion (DV, FD, RW D, CW D, DD) silt sock (SS) material silt sock (SS) labor temporary slope drain (TSD) earthwork for trap/basin ST1 earthwork for trap/basin ST2 earthwork for trap/basin ST3 earthwork for trap/basin ST4 earthwork for trap/basin ST5 earthwork for trap/basin ST6 earthwork for trap/basin ST7 pipe length -ft height of dam at toeoft ft height of fill at faceft ft length of damft ft top width (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 at (total fill volume) 60.8 cy length of spillway ft width of spillway 4 ft height of dam at toe ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 at (total fill volume) 60.8 cy length of spillwayft width of spillway ft height of dam at toeoft ft height of fill at faceft ft length of damft ft top width (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 at (total fill volume) 60.8 cy length of spillwayft width of spillway ft height of dam at toeft 3.5 ft height of fill at faceoft ft length of damft ft top width (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 at (total fill volume) 60.8 cy length of spillwayft width of spillway ft height of dam at toeft 3.5 ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 at (total fill volume) 60.8 cy length of spillwayft width of spillway ft height of dam at toeft 3.5 ft height of fill at faceoft ft length of damft ft top width (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 at (total fill volume) 60.8 cy length of spillwayft width of spillway ft height of dam at toe -ft height of fill at face ft pipe diameter ' 24 in cut at high sideft 3.5 ft cut at face ft length of cut ft width of cut ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 at (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side 3.5 ft cut at face Oft length of cut 34 ft width of cut ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 at (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side eft cutatface Oft length of cut 34 ft width of cut r 13 ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 at (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons out athigh sideoft ft cut at face ft length of cutft width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 at (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons out athigh sideoft ft cut at face ft length of cutft width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 at (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side ---" ft cutatface Oft length cut ILft width off cut ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 at (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side -n cut at face ft 7/5/2018 No. Unit Unit Cost Cost (installed) 161.00 acres $1,000.00 33978.0 ft $4.50 0.0 ft $4.50 15724 ft $13.00 ft $3.24 ft $0.31 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $161,000.00 $152,901.05 $0.00 $204,412.00 $11,022.48 $1,054.62 $48,739.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 7/5/2018 Birdwood Gold Course WPO file number: WP0201800016 Erosion and Sediment Control Bond Estimate Item Item Number earthwork for trap/basin STS earthwork for trap/basin ST9 earthwork for trap/basin ST10 earthwork for trap/basin ST11 earthwork for trap/basin ST12 earthwork for trap/basin ST13 earthwork for trap/basin ST14 length of damft ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of damat toe ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of dam at toeft 34 ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of dam at toeft 34 ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of dam at toeft 34 ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of dam at toeft 34 ft height of fill at face ft length of dam ft top width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of dam at toeft 34 ft height of fill at faceEft ft length of damft 0 sf top width (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length spillway _ft width off spillway ft height of dam at toe -ft length of cutft 34 ft width of cut ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high sideft 34 ft cutatface ft FL34 length of cut ft width of cut ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cutat high sideMftft 34 ft cutatfceft 3 ft length of cutft 0 sf width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cutat high sideMftft 34 ft cutatfceft 3 ft length of cutft 0 sf width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cutat high sideMftft 34 ft cutatfceft 3 ft length of cutft 0 sf width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side -ft cut at face 0 ft length of cut 34 ft width of cut 3 ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cutat high sideMftft cutatfceft length of cutft width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side -ft 7/5/2018 No. Unit Unit Cost Cost (installed) $13.00 $910.00 $50.00 $175.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $13.00 $50.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 $910.00 $175.00 7/5/2018 Birdwood Gold Course WPO file number: WP0201800016 Erosion and Sediment Control Bond Estimate Item Item Number earthwork for trap/basin ST15 earthwork for trap/basin ST16 earthwork for trap/basin ST17 earthwork for trap/basin ST18 earthwork for trap/basin SB no spillway purposed structures for basin silt fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) channel (SCC, matted) check dam height of darn ll face M ft length of spillway width of spillway ftft length of dam ft height of dam at toeoft ft [op width ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy height of dam at toeoft ft height of fill at faceft 3.25 ft length of damft 43 ft top width (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length of spillway ft width of spillway 1Mq ft height of dam at toeIL- 4 ft height of fill at face 3.25 ft length of dam 43 ft top width .5 ft (area above transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length of spillwayft width of spillway ft height of dam at toeft 0 ft height of fill at faceoft ft length of damft ft top width (areaabove transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length of spillwayft width of spillway Mft height of dam at toeft 0 ft height of fill at faceoft ft length of damft ft top width (areaabove transition) 35.75 sf (total width of dam) 8 ft (height below transition) 0.75 ft (area below transition) 2.4375 sf (total fill volume) 60.8 cy length of spillway ft width of spillway r9 ft height of dam at toeft 0 ft height of fill at face ft length of dam ft top width ft (area above transition) 84 sf (total width of dam) 4 ft (height below transition) -4 ft (area below transition) -24 sf (total fill volume) 116.7 cy length of spillwayft width of spillway M ft riser height ft riser diameter in barrel length ft barrel diameter in cut at face 0 ft length of cut ft width of cut 3 ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high sideft cut at face ft length of cutoft ft width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side r 3.5 ft cul at face Oft length of cut 34 ft width of cut ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons cut at high side eft cutatface Oft length of cut 34 ft width of cut 13 ft (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons out athigh sideoft ft cut at face ft length of cutft ft width of cut (area below transition) 0 sf (total width of cut) 20 ft (depth below transition 3.5 ft (area above transition) 22.75 sf (total fill volume) 28.6 cy (TOAL CY estimate) 70 cy (spillway stone tons) 3.5 tons out athigh side ft cut at face ft length of cut ft width of cut ft (area below transition) 0 sf (total width of cut) 26 ft (depth below transition 6 ft (area above transition) 42 sf (total fill volume) 80.9 cy (TOAL CY estimate) 144 cy (spillway stone tons) 0 tons (riser unit price) $0.00 base plate or fdn _ (barrel unit price) $50.00 barrel collars baffle length Mft length .ft width length ft width depth in channel ft channel width No. Unit Unit Cost (installed) 7/5/2018 Cost $13.00 $910.00 $50.00 $175.00 $13.00 $910.00 $50.00 $175.00 $13.00 $910.00 $50.00 $175.00 $13.00 $910.00 $50.00 $175.00 $13.00 $910.00 $50.00 $175.00 $13.00 $1,872.00 $50.00 $0.00 $200.00 $200.00 $50.00 $100.00 $200.00 $162.00 $0.00 $0.00 $0 $2,436.50 $0 $0 $500.00 $0.00 $972.00 $0.00 $0.00 7/5/2018 Birdwood Gold Course WPO file number: WP0201800016 Erosion and Sediment Control Bond Estimate Item Item Number construction entrance (CE) wash rack paved construction entrance Hp -rap, placed depth width survey and layout (price per 0.1 mi.) acres mobilization stream crossing (computed independently) _ft length (tons) traps and basins W P0201800016-ESC_bond_est (003)_13irdwood Golf Course 070518.x1sx MY /JA -J.W ikon Qty. - 070518 7/5/2018 cost sum $623,657.65 wntingency $62,365.76 Total $686,030 7/5/2018 No. Unit Unit Cost Cost (installed) $2,500.00 $7,50.00 $2,000.00 ■ $0.00 $ $3,500.00 $0.00 -ft 0 tons $60.00 $0.00 - $9,218.00 $2,500.00 $0.00 cost sum $623,657.65 wntingency $62,365.76 Total $686,030 7/5/2018 Project Name: Birdwood Golf Course WP0201800016 WPO file number: WP020100039 Stormwater Management Plan Bond Estimate Item Item Number Date No. Unit Unit Cost Cost installed permanent diversion or ditch 0 ft $13.00 $0.00 standard manhole frame top (not inlet) 0 ea $500.00 $0.00 drop inlet or grate 0 ea $3,500.00 $0.00 silt fence (SF) 9032.0 ft $4.50 $40,644.05 safety fence (SAF) 16570.1 ft $4.50 $74,565.27 manhole structure (per ft. rise) 0 ft $450.00 $0.00 pipe, rcp, cmp (15 to 48") 0.0 in d 0 ES -1,2 0 EC -1 0.0 ft $0.00 $0.00 pretreatment stone (#57s) 9220.0 cf 645.4 ton $34.00 $21,943.60 as -built drawings (per facility) 10 ea $2,000.00 $20,000.00 materials testing (per facility) 1 ea $2,000.00 $2,000.00 compaction testing (per dam) 1 ea $3,000.00 $3,000.00 manufactured facilities (attach manufacturer's or contractor's price as a base) $0.00 cost sum $164,652.92 contingency $16,465.29 WP0201800016-SWM_bond_est (003)_Birdwood Golf Course 070518.xlsx MY /JA -J. W ilson Qty. - 070518 Total $181,120 7/5/2018 Project Name: Birdwood Golf Course WP0201800016 WPO file number: WP0201600016 Miti_pation Plan Bond Estimate 10.1 Ac. Mitigation Area -total Table B, Option A is required, but select only option B1 or B2 Item Item No. Unit Unit Cost Cost Number installed Riparian buffer option, Table B, option A (same as Table A; plant at the same rate as for % Ac. or less - ) 1 Mitigation Area -trees (canopy + understory) 1651.4 Each $150.00 $247,702.50 2 Small shrubs & grasses 1651.4 Each $31.06 $51,282.74 FREIGHT Each $5/tree; $0.5o/shrub $9,082.43 Note: plant count based on 289, 400-sf planting units (5.05 Ac. Mitigation) Riparian buffer option, Table B, option 131 (bare root seedlings or whips at 1,210 stems per Ac., 6' x 6' OC) (landward 50 -ft ofstream buffer) ; NO canopy or understory trees, since outside streamward 50 -ft of buffer 3 Mitigation Area -trees (canopy + understory) 0 Each $1.00 $0.00 4 bare root seedling or whips - 600/Ac. Min. survival required at end of 2 grc 6110.5 Each " $0.88 $5,377.24 VDOF pricing (2018) = $0.44± /ea. x 2 (installation) Riparian buffer option, Table B, option B2 (container grown seedling tubes at 700 per Ac. , 8'x 8' OC) (landward 50 -ft of stream buffer) ; NO canopy or understory trees, since outside streamward 50 -ft of buffer 5 Mitigation Area -trees (canopy + understory) 0 Each $1.00 $0.00 6 seedling tubes - 490/Ac. Min. survival required at end of 2 growing seasons Each $5.00 $0.00 * Each 400 sf planting unit to receive: For every 400 square -foot unit (20'x20') or fraction thereof plant: cost sum $313,444.91 one (I) canopy tree @ 1'/2„ - 2„ caliper or large evergreen @ 6' prej R;gn;t $0.00 two (2) understory trees @'/4„ — 1 '/2„ caliper or evergreen @ 4' contingency $31,344.49 or one (1) understory tree and two (2) large shrubs @ 3'-4' three (3) small shrubs or woody groundcover @ 15„— 18„ Total $344,790 Shipping /freight estimate of $5/ea. per large caliper plant is based upon Waynesboro Nurseries delivery of 22 plants, Waynesboro to Crozet, VA, $175 freight, Oct. 2016 /Invoice available, price not increased. Also: please Note, Waynesboro Nurseries $128.00 unit price /Oct. 2016 -does not include installation. 7/3/2018 7/3/2018