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Home My WebLink AboutWPO201400035 Review Comments Bond Estimate 2014-07-23Project Name: Water Protection Ordinance Plan - Phase 1 - Amendment 1 for 5th Street Station WPO file number: WP0201400035 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost cost Number installed stablization (PS, TS) 45.0 acres $5,000.00 $225,000.00 all fance(SF) 4700.0 ft $5.00 $23,500.00 safety farm(SAF) 0.0 ft $5.00 $0.00 diversion (DD, FD, RW D) 3700 ft $13.00 $48,100.00 temporary slope drain(TSD) pipe length Oft pipe diameter Din $0.00 $0.00 earthwork for trap #ST1 height of dam at toe ft cut at high side 4 it height of fill at face 0 ft cut at face 2 it length of dam 0 it length of cut 162 it lap width 2.5 it width of cut 10 it (area above transition) 0 sf (area below transition) 28 sf (total width of dam) 0 ft (total width of cut) 22 ft (height below transition) 0 ft (depth below lransilior 2 ft (area below transition) 0 sf (area above transition) 18 sf (total fill volume) 0.0 by (total fill volume) 276.0 cy length of spillway 60 it (TOAL CY estimate) 276 cy $13.00 $3,588.00 width of spillway 10 it (spillway stone tons) 34.5 tons $50.00 $1,725.00 earthwork for trap #ST2 height of dam at ice 6 ft cut at high side 6 it height of fill at face 3 ft cut at face 3 it length of dam 50 it length of cut 30 it lap width 2.5 ft width of cut 40 it (area above transition) 25.5 at (area below transition) 138 sf (total width of dam) 12 ft (total width of cut) 58 ft (height below transition) 3 ft (depth below lransilior 3 ft (area below transition) 9 sf (area above transition) 78 sf (total fill volume) 63.9 cy (total fill volume) 240.0 cy length of spillway 12 it (TOAL CY estimate) 261 cy $13.00 $3,39100 width of spillway 25 it (spillway stone tons) 17.3 tons $50.00 $86500 earthwork for trap #ST4 height of dam at tae 6 it cut at high all 4 ft height of fill at face 4 it cut at face 4 ft length of dam 100 it length of cut 100 ft lap width 3 it width of cut 30 ft (area above transition) 44 at (area below transition) 152 at (total width of dam) 12 ft (total width of cut) 46 ft (height below transition) 2 ft (depth below transitior 0 ft (area below transition) 8 at (area above transition) 0 at (total fill volume) 191 by (total fill volume) 563.0 cy length of spillway 0 it (TOAL CY estimate) 627 cy $13.00 $8,151.00 width of spillway Oft (spillway stone tons) 0tons $50.00 $000 earthwork for trap #MT1 height of dam at tae 1.5 it cut at high all 0 ft height of fill at face 1.5 it cut at face 0 ft length of dam 120 it length of cut 0 ft lap width 20 it width of cut 0 ft (area above transition) 34.5 at (area below transition) 0 at (total width of dam) 3 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft (area below transition) 0 at (area above transition) 0 at (total fill volume) 153.3 by (total fill volume) 0.0 cy length of spillway 6 it (TOAL CY estimate) 153 cy $13.00 $1,989.00 width of spillway 12 it (spillway stone tons) 41 tons $50.00 $205.00 earthwork for trap #MT2 height of dam at tae 2 it cut at high side 0 ft height of fill at face 2 it cut at face 0 ft length of dam 60 it length of cut 0 ft lap width 22 it width of cut 0 ft area above transition) 52 at (area below bans ion) 0 sf (total width of dam) 4 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft (area below transition) 0 at (area above transition) 0 at (total fill volume) 115.6 cy (total fill volume) 0.0 cy length of spillway 6 it (TOAL CY estimate) 116 cy $13.00 $1,508.00 width of spillway 12 it (spillway stone tons) 41 tons $50.00 $205.00 earthwork for basin #1 height of dam at tae 12 it cut at high side 10 it height of fill at face 6 it cut at face 6 it length of dam 50 it length of cut 130 it lap width 8 it width of cut 40 it (area above transition) 120 at (area below bans ion) 312 at (total width of dam) 24 ft (total width of cut) 72 ft (height below transition) 6 ft (depth below transitior 4 ft (area below transition) 36 sf (area above transition) 128 at (total fill volume) 288.9 cy (total fill volume) 2118.5 cy length of spillway 0 it (TOAL CY estimate) 2215 cy $13.00 $28,795.00 width of spillway Oft (spillway stone tons) 0tons $50.00 $0.00 structures for basin #1 riser height 6.5 it riser diameter 42 in (riser unit price) $75.00 $487.50 barrel length 90 it base plate or Ida 1 $200.00 $200 barrel diameter 24 in (barrel unit price) $50.00 $4,500.00 barrel collars 3 $200.00 $600 baffle length 4.8 ft $50.00 $240 earthwork for basin #2 height of dam at tae 0 it cut at high side 14 ft height of fill at face 0 it cut at face 8 ft length of dam 50 it length of cut 150 ft tap width 8 it width of cut 50 ft (area above transition) 0 sf (area below transition) 528 at (total width of dam) 0 ft (total width of cut) 94 ft (height below transition) 0 ft (depth below transitior 6 ft (area below transition) 0 sf (area above transition) 246 sf (total fill volume) 0.0 by (total fill volume) 4300.0 by length of spillway 0 it (TOAL CY estimate) 4300 by $13.00 $55,900.00 width of spillway Oft (spillway stone tons) 0tons $50.00 $0.00 7/23/2014 Project Name: Water Protection Ordinance Plan - Phase 1 - Amendment 1 for 5th Street Station WPO file number: WP0201400035 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost cost Number installed earthwork for basin #3 structures for basin #3 sift fence inlet protection (IP) stone inlet protection (IP) ser height riser diameter barrel length barrel diameter height of dam at toe height of fit at face length of dam lop width (area some transition) (total width of dam) (height below transttion) (area below transition) (total fill volume) length of spillway width of spillway ser height er diameter barrel length barrel diameter outlet protection (OP) length channel (SCC, matted) length check dam depth in channel construction entrance (CE) base plate or fdn wash rack 30 in paved construction entrance $65.00 rip -rap, placed depth 1 width rvey and layout (price per 0.1 mi.) acres mobilization cut at high side stream crossing (computed independently) 4 i $144,443.00 $50.00 42 in (rise unit price) $75.00 70 it base plate or fdn 1 30 in (barrel umt price) $65.00 $50.00 barrel collars 1 $100.00 baffle length 6 ft 20 it cut at high side 0 ft 20 it cut at face 0 ft 300 it length of cut 0 ft 10 it width of cut 0 ft 1000 at (area below transition) 0 at 40 ft (total width of cut) 0 It O ft (depth below lransilior O ft 0 sf (area above transition) 0 sf 11111.1 cy (total fill volume) 0.0 cy 0 it (TOAL CV estimate) 11111 cy 0 it (spillway stone tons) 0 tons 8 i 48 in (rise unit price) $150.00 110 it base plate or fdn 1 30 in (barrel unit price) $65.00 barrel collars 3 battle length 5.5 ft 15 it width 10 ft 0 it width 0 ft 0 ft channel width 0 ft 0 it length 1.0 ft 0.0 (tons) 0 tons 45 traps and basins 6 $300.00 $200.00 $200 $4,550.00 $200.00 $200 $50.00 $300 $13.00 $144,443.00 $50.00 $0.00 $1,200.00 $200.00 $200 $7,150.00 $200.00 $600 $50.00 $275 1 $100.00 $100.00 1 $200.00 $200.00 1 $675.00 $675.00 $0.00 1 $0.00 $0.00 1 $2,000.00 $2,000.00 1 $2,000.00 $2,000.00 1 $3,500.00 $3,500.00 $25,500.00 $500.00 $0.00 1 sum $602,844.50 pro j j n t $90,426.68 contingency $69,327.12 Total $762,600 7/23/2014