The URL can be used to link to this page

Home My WebLink AboutWPO201400095 Bond Estimates 2015-07-08Glenmore K2C - WPO Plan, Erosion & Sediment Control and Stormwater Management Plan WPO file number: 2014 -00095 Stormwater Management Plan Bond Estimate BASIN A - Bioretention Item Item $23,881.00 $800.00 $50.00 $0.00 Number $150.00 $750.00 312 ea $50.00 $15,600.00 1 permanent diversion or ditch (Ditch #3) $0.00 287 ft $5.00 $1,435.00 2 matting, EC -2 or 3 (Ditch #3 /jute ditch) $20,178.00 164.0 ft L 25.0 ft W 619 ft earthwork for trap /basin -(AML email, 6/30/2015 1:44 PM; Collins Engineering) 3 height of dam at toe 0 ft cut at high side 0 ft 4 height of fill at face 0 ft cut at face 0 ft 5 length of dam O ft length of cut O ft 6 top width O ft width of cut O ft 7 (area above transition 0 sf (area below transition 0 sf 8 (total width of dam) 0 ft (total width of cut) 0 ft 9 (height below transitioi O ft (depth below transitio O ft 10 (area below transition) 0 sf (area above transitior 0 sf 11 (total fill volume) ' 57.0 cy (total fill volume) 1818.0 cy 12 length of spillway 0 ft (TOAL CY estimate) 1837 cy 13 width of spillway 0 ft (spillway stone tons) 0 tons 14 trees 15 shrubs 16 seedlings 17 underdrain (LF) 18 biofilter soil mix (CY) 19 trash rack/ anti vortex devices 20 maintenance access road (LF) 21 rip -rap, placed depth 0 ft length 0.0 ft 22 width 0.0 (tons) 0 23 survey and layout (price per 0.1 mi.) acres 0.6 basins 1 24 mobilization 25 as -built drawings (per facility) 26 materials testing (per facility) 27 compaction testing (per dam) BASIN C - Extended Detention Ditches /Culv.28 28 permanent diversion or ditch (Ditches 2, 4) 29 matting, EC -2 or 3 (Ditch #2, jute portion) 100.0 ft L 25.0 ft W 30 matting, EC -2 or 3 (Ditch #4 /jute ditch) 221.0 ft L 25.0 ft W 31 culv. 28 pipe, rep, cmp (15 to 48 ") 24.0 in d 2 ES -1,2 0 EC -1 earthwork for trap /basin -(AML email, 6/30/2015 1:44 PM; Collins Engineering) 32 height of dam at toe 0 ft cut at high side 0 ft 33 height of fill at face 0 ft cut at face 0 ft 34 length of dam 0 ft length of cut 0 ft 35 top width 0 ft width of cut 0 ft 36 (area above transition 0 sf (area below transition 0 sf 37 (total width of dam) 0 ft (total width of cut) 0 ft 38 (height below transitioi 0 ft (depth below transitio 0 ft 39 (area below transition) 0 sf (area above transitior 0 sf 40 (total fill volume) ` 25.0 cy (total fill volume) . 403.0 cy 41 length of spillway 0 ft (TOAL CY estimate) 411 cy 42 width of spillway 0 ft (spillway stone tons) 0 tons 43 trees 44 shrubs 45 seedlings No. Unit Unit Cost Cost installed 164 ft $13.00 $2,132.00 455.6 sy $2.00 $911.11 $60.00 $13.00 $23,881.00 $800.00 $50.00 $0.00 5 ea $150.00 $750.00 312 ea $50.00 $15,600.00 0 ea $5.00 $0.00 287 ft $5.00 $1,435.00 531 cy $38.00 $20,178.00 1 ft $1,500.00 $1,500.00 619 ft $50.00 $30,950.00 $60.00 $0.00 $800.00 $500.00 1 ea $2,000.00 $2,000.00 1 ea $2,000.00 $2,000.00 1 ea $5,000.00 $5,000.00 521 ft 277.8 sy 613.9 sy 36.5 ft 0 ea 0 ea 0 ea $13.00 $2.00 $2.00 $50.00 $13.00 $50.00 $150.00 $50.00 $5.00 $6,773.00 $555.56 $1,227.78 $2,825.00 $5,343.00 $0.00 $0.00 $0.00 $0.00 7/8/2015 Glenmore K2C - WPO Plan, Erosion & Sediment Control and Stormwater Management Plan WPO file number: 2014 -00095 Stormwater Management Plan Bond Estimate BASIN A - Bioretention Item Item No. Unit Unit Cost Cost Number installed 46 underdrain (LF) 9 ft $5.00 $45.00 47 biofilter soil mix (CY) 0 cy $38.00 $0.00 48 trash rack/ anti vortex devices 1 ft $1,500.00 $1,500.00 49 maintenance access road (LF) 465 ft $50.00 $23,250.00 50 rip -rap, placed (culvert 28) depth 2 ft length 16.0 ft 51 width 12.0 (tons) 28.8 $60.00 $1,728.00 52 survey and layout (price per 0.1 mi.) acres 0.46 basins 1 $730.00 53 mobilization $500.00 54 as -built drawings (per facility) 1 ea $2,000.00 $2,000.00 55 materials testing (per facility) 1 ea $2,000.00 $2,000.00 56 compaction testing (per dam) 1 ea $5,000.00 $5,000.00 BASIN D - Bioretention 57 permanent diversion or ditch (Ditch 41) 65 ft $13.00 $845.00 58 matting, EC -2 or 3 (Ditch 41 /jute ditch) 65.0 ft L 25.0 ft W 180.6 sy $2.00 $361.11 earthwork for trap /basin -(AML email, 6/30/2015 1:44 PM; Collins Engineering) 59 height of dam at toe 0 ft cut at high side 0 ft 60 height of fill at face 0 ft cut at face 0 ft 61 length of dam 0 ft length of cut 0 ft 62 top width 0 ft width of cut 0 ft 63 (area above transition 0 sf (area below transition 0 sf 64 (total width of dam) 0 ft (total width of cut) 0 ft 65 (height below transitioi 0 ft (depth below transitio 0 ft 66 (area below transition) 0 sf (area above transitior 0 sf 67 (total fill volume) ' 15.0 cy (total fill volume) -cy 68 length of spillway 0 ft (TOAL CY estimate) 1257 cy $13.00 $16,341.00 69 width of spillway 0 ft (spillway stone tons) 0 tons $50.00 $0.00 70 trees 7 ea $150.00 $1,050.00 71 shrubs 489 ea $50.00 $24,450.00 72 seedlings 0 ea $5.00 $0.00 73 underdrain (LF) 299 ft $5.00 $1,495.00 74 biofilter soil mix (CY) 540 cy $38.00 $20,520.00 75 trash rack/ anti vortex devices 1 ft $1,500.00 $1,500.00 76 maintenance access road (LF) 372 ft $50.00 $18,600.00 77 rip -rap, placed depth 0 ft length 0.0 ft 78 width 0.0 (tons) 0 $60.00 $0.00 79 survey and layout (price per 0.1 mi.) acres 0.56 basins 1 $780.00 80 mobilization $500.00 81 as -built drawings (per facility) 1 ea $2,000.00 $2,000.00 82 materials testing (per facility) 1 ea $2,000.00 $2,000.00 83 compaction testing (per dam) 1 ea $5,000.00 $5,000.00 cost sum $256,556.56 proj mgmt $38,483.48 jmdason_070815 contingency $29,504.00 SWM_ Bond _WP0201400095_Glenmore KXAll_A_Long_ e 070815 Total $324,550 7/8/2015 Glenmore K2C - WPO Plan, Erosion & Sediment Control and Stormwater Management Plan WPO file number: 2014 -00095 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost Cost Number installed 1 stablization (PS, TS) 15.2 acres $5,0u $76,000.00 2 tree protection 0 ct. 5628 ft $5.00 $28,140.00 3 silt fence (SF) 5578 ft $5.00 $27,890.00 4 safety fence (SAF) 1250 ft $5.00 $6,250.00 5 diversion (DD, FD, RWD) 3250 ft $13.00 $42,250.00 6 temporary slope drain (TSD) pipe length 0 ft pipe diameter 0 in $0.00 $0.00 7 earthwork for trap (1) /basins (3) 8 earthwork for trap /basin (basin #1) 9 height of dam at toe 14 ft cut at high side 17 ft 10 height of fill at face 4.3 ft cut at face 2.2 ft 11 length of dam 133 ft length of cut 212 ft 12 top width 10 ft width of cut 42 ft 13 (area above transition) 79.98 sf (area below transition 102.08 sf 14 (total width of dam) 28 ft (total width of cut) 80.4 ft 15 (height below transition) 9.7 ft (depth below transitioi 14.8 ft 16 (area below transition) 41.71 sf (area above transition 375.92 sf 17 (total fill volume) 599.4 cy (total fill volume) 3753.2 cy 18 length of spillway 0 ft (TOAL CY estimate) 3953 cy $13.00 $51,389.00 19 width of spillway 0 ft (spillway stone tons) 0 tons $50.00 $0.00 20 structures for basin 21 riser height 10.25 ft 22 riser diameter 24 in (riser unit price) $5n nn $512.50 23 barrel length 84 ft base plate or fdn 1 $200.00 $200 24 barrel diameter 15 in (barrel unit price) $35.OG $2,940.00 25 barrel collars 2 $200.00 $400 26 baffle length 57 ft $50.00 $2,850 27 earthwork for trap /basin (basin #2) 28 height of dam at toe 7.3 ft cut at high side 16.9 ft 29 height of fill at face 4.6 ft cut at face 1.4 ft 30 length of dam 107 ft length of cut 130 ft 31 top width I 10 ft width of cut 52 ft 32 Dove transition) 3w transition 33 (total width of dam) 14.6 ft (total width of cut) 88.6 ft 34 (height below transition) 2.7 ft (depth below transitioi 15.5 ft 35 (area below transition) 12.42 sf (area above transition 446.4 sf 36 ime) 399.2 cy (total fill volume) 2518.7 cy 37 length of spillway 0 ft (TOAL CY estimate) 2652 cy $13.00 $34,476.00 38 width of spillway 0 ft (spillway stone tons) 0 tons $50.00 $0.00 39 structures for basin 40 riser height 7.5 ft 41 riser diameter 24 in (riser unit price) $50.00 $375.00 7/8/2015 Glenmore K2C - WPO Plan, Erosion & Sediment Control and Stormwater Management Plan WPO file number: 2014 -00095 Erosion and Sediment Control Bond Estimate Item Item installed $350.00 $200.00 $200 No. Unit Number $200.00 $400 $50.00 $2,850 $0.00 $0.00 42 $0.00 barrel length 112 ft base plate or fdn 1 43 barrel diameter 10 in 44 barrel collars 2 45 baffle length 57 ft 46 earthwork for trap /basin (basin #3) 47 height of dam at toe 10 ft cut at high side 30.6 ft 48 height of fill at face 1.6 ft cut at face 5 ft 49 length of dam 245 ft length of cut 226 ft 50 top width 10 ft width of cut 40 ft 51 (area above transition) 21.12 sf (area below transition 250 sf 52 (total width of dam) 20 ft (total width of cut) 111.2 ft 53 (height below transition) 8.4 ft (depth below transitioi 25.6 ft 54 (area below transition) 13.44 sf (area above transition 768 sf 55 "--' -1 I-. - - ` _., (total fill volume) 8521.0 cy 56 length of spillway 0 ft (TOAL CY estimate) 8626 cy 57 width of spillway 0 ft (spillway stone tons) 0 tons 58 structures for basin 59 riser height 7.5 ft 60 riser diameter 24 in (riser unit price) $50.00 61 barrel length 72 ft base plate or fdn 1 62 barrel diameter 15 in $35.01' 63 barrel collars 2 64 baffle length 57 ft 65 earthwork for trap /basin (Trap #1) 66 height of dam at toe 4 ft cut at high side 6.4 ft 67 height of fill at face 1 ft cut at face 3.9 ft 68 length of dam 71 ft length of cut 70 ft 69 top width 6 ft width of cut 19 ft 70 (area above transition) 8 sf (area below transition 104.52 sf 71 (total width of dam) 8 ft (total width of cut) 39.6 ft 72 (height below transition) 3 ft (depth below transitioi 2.5 ft 73 (area below transition) 3 sf (area above transition 43.25 sf 74 (total fill volume) 28.9 cy (total fill volume) 383.1 cy 75 length of spillway 61 ft (TOAL CY estimate) 393 cy 76 width of spillway 2 ft (spillway stone tons) 7 tons 77 silt fence inlet protection (IP) 0 78 stone inlet protection (IP) 4 79 outlet protection (OP) length 258 ft width ' 5 ft 1 80 channel (SCC, matted) length 0 ft width 0 ft 81 check dam depth in channel 0 ft channel width 0 ft 0 82 construction entrance (CE) 83 wash rack 1 Unit Cost Cost installed $350.00 $200.00 $200 $200.00 $0.00 $200.00 $400 $50.00 $2,850 $13.00 $112,138.00 $50.00 $0.00 $375.00 $200.00 $200 $2,520.00 $200.00 $400 $50.00 $2,850 $13.00 $5,109.00 $50.00 $350.00 _ _ ,0 $0.00 $200.00 $800.00 $5,805.00 $5,805.00 * *Note: for this value, I summed the total area $0.00 $0.00 $0.00 $2,000.00 $0.00 $2,000.00 $2,000.00 7/8/2015 Glenmore K2C - WPO Plan, Erosion & Sediment Control and Stormwater Management Plan WPO file number: 2014 -00095 Erosion and Sediment Control Bond Estimate Item Item No. Unit Number 84 paved construction entrance 1 85 rip -rap, placed depth 0 ft length 0 ft 86 width 0 87 88 survey and layout (price per 0.1 mi.) acres 15.2 traps and basins 4 89 mobilization 90 stream crossing (computed independently) janderson - 070815 ESC_bond_Glenmore K2C - ES BOND_Adam_Long_070815jea.xlsx cost sum proj mgmt contingency Total Unit Cost installed Cost $3,500.00 $0.00 $9,600.00 $500.00 $0.00 $423,269.50 $63,490.43 $48,675.99 $535,440 7/8/2015