HomeMy WebLinkAboutWPO201700040 Bond Estimates 2018-05-29Project Name: VSMP Plan for Kapp Driveway - Stream Crossing, WPO201700040
WPO file number: WPO201700040
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
1 stablization (PS, TS)Note: LOD =3.27 Ac; drive =2,800 LF × 12' W (0.771 Ac.)2.5 acres $5,000.00 $12,500.00
silt fence (SF)800.0 ft $5.00 $4,000.00
safety fence (SAF)ft $5.00 $0.00
diversion (DD, FD, RWD)840 ft $13.00 $10,920.00
Level Spreaders, 3 total
matting, EC-2 + 3' FILTER FABRIC (LS)39.0 ft L 3.0 ft W 13.0 sy $2.00 $26.00
rip-rap, placed (300 SF)depth ft length ft
width (tons) 0 $60.00 $0.00
#57 stone, placed (228 SF)depth 0.25 ft length 39.0 ft (Total, for 3)
width 3.0 (tons) 2.19375 $35.00 $76.78
treated timber: 6" × 6" × 16"ea.(Installed =1.5 × Material Expense)43.0 $/Ea. 3 ea $64.50 $193.50
(Ref. Google search -Lowe's treated lumber: $42.97, 5/29/18)
temporary slope drain (TSD) pipe length 0 ft pipe diameter 0 in $0.00 $0.00
earthwork for trap/basin
Sediment Trap 1 height of dam at toe 2.5 ft cut at high side 3.5 ft
height of fill at face 2 ft cut at face 3 ft
length of dam 74 ft length of cut 20 ft
top width 3 ft width of cut 44 ft
(area above transition) 14 sf (area below transition) 150 sf
(total width of dam) 5 ft (total width of cut) 57 ft
(height below transition)0.5 ft (depth below transition) 0.5 ft
(area below transition) 1 sf (area above transition) 14 sf
(total fill volume) 41.1 cy (total cut volume) 121.5 cy
length of spillway 3 ft (TOAL CY estimate) 135 cy $13.00 $1,755.00
width of spillway 6 ft (spillway stone tons) 1 tons $50.00 $50.00
Sediment Trap 2 height of dam at toe 2.25 ft cut at high side 3.25 ft
height of fill at face 2 ft cut at face 3 ft
length of dam 36 ft length of cut 6 ft
top width 3 ft width of cut 12 ft
(area above transition) 14 sf (area below transition) 54 sf
(total width of dam) 4.5 ft (total width of cut) 24.5 ft
(height below transition)0.25 ft (depth below transition) 0.25 ft
(area below transition) 0.5 sf (area above transition)3 sf
(total fill volume) 19.3 cy (total cut volume) 12.7 cy
length of spillway 3 ft (TOAL CY estimate) 24 cy $13.00 $312.00
width of spillway 6 ft (spillway stone tons) 1 tons $50.00 $50.00
Sediment Trap 3 height of dam at toe 2.37 ft cut at high side 3.37 ft
height of fill at face 2 ft cut at face 3 ft
length of dam 48 ft length of cut 12 ft
top width 3 ft width of cut 26 ft
(area above transition) 14 sf (area below transition) 96 sf
(total width of dam) 4.74 ft (total width of cut) 38.74 ft
(height below transition)0.37 ft (depth below transition) 0.37 ft
(area below transition) 0.74 sf (area above transition) 7.03 sf
(total fill volume) 26.2 cy (total cut volume) 45.8 cy
length of spillway 3 ft (TOAL CY estimate) 55 cy $13.00 $715.00
width of spillway 6 ft (spillway stone tons) 1 tons $50.00 $50.00
earthwork for traps (ST-1, ST-2, ST-3); Calc. above cy $13.00 $0.00
tree protection 0 ct. ~50-lf material / tree 0 ft $5.00 $0.00
silt fence inlet protection (IP)0 $100.00 $0.00
stone inlet protection (IP)1 $200.00 $200.00
outlet protection (OP) length 10 ft width (ST-1) 4 ft 1 $180.00 $180.00
channel (SCC, matted) length 2775 ft width 6 ft $21,645.00
check dam depth in channel 1.5 ft channel width 6 ft 10 $202.50 $2,025.00
construction entrance (CE)$2,000.00 $0.00
wash rack 2 $2,000.00 $4,000.00
paved construction entrance 2 $3,500.00 $7,000.00
rip-rap, placed depth 0 ft length 0.0 ft
width 0.0 (tons) 0 tons $60.00 $0.00
survey and layout (price per 0.1 mi.) acres 0.5 traps and basins 3 $1,750.00
mobilization $500.00
stream crossing (computed independently) - intended for VESCH crossings, not permanent structure; NA $0.00
5/29/2018 cost sum $67,948.28
proj mgmt $10,192.24
ESC_bond_est_30Apr2014_wpo201700040_Kapp driveway_052918.xlsx contingency $7,814.05
Total $85,960
5/29/2018