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HomeMy WebLinkAboutWPO201500079 Bond Estimates Bond Estimate z — m m 3 3 'D p m o. O `p` V 7 <D — N. 3 O.0 0 0 O O N N N N a N ^ ti C1 m Q 2 a m S 3 m Q 3 C 3 N`N< O a a- cr F a D N S O �' O N O .. 9 a o . 2 o o N m o o w S g m y a M N a m N x o 3 n a -o . �c �v+ O m !n o N N N (ti O T 3 CO m T (5n, o CD C Coo m 3 ^ v a 0 n 3 vO V a c m o "O -1 O O G O m v K fit m n 9 p o C7m OO Tr ao — -s O (13 3m 8 a -o = = o. _ m o 91 a m a = D' m °' ifi-o ; m '� v m 0 y �.Ti- s co o m 92- w v F co ,o in ti m co �o m M r► o o _ 6 - m a o 0 0 0 0 = o. — m o. o o o 2 3 _ o m < o o 9- o m < o o a o C4 m g,v £ om a = m o,a o a a a Ot F ? 3 " c,- 3 2 3 E . 3 .- o = 3 m 3 CCD 73 m `< w o N o- DC »' `< m �D N o a D m y v - 3 Y.' 2 g 3 N m g - a ` o m o �.•" o m - 0a = 0 b J co W A--1 v O- -. N N - ° O W :p WO 0 0 0 0 0 O V Cb 0 0 oO CO 0 OO ODOVO o) N On 0 0 01 0 oN n * j N3aw ao n � 0o mO a . n n T-'-,- -0 = . dd g O w -om . - �, O w 3 v d m 'o — w 0- 3: y w m = d w 2D o w = d m SI = Q 0 o m = Q , 0 ov ? na n 6 Q o , nQa m F to �pa o m w o m mo c mD w 3 m 3 c_ 3 m o3 =' c_ m , 2 o. v o m o o v o. l A co0 f - OWW - JCO 0 0 0 0 0 Aco (Ji- 0 0 ( 0 0 6 m U O 0 01 01 O O O o V aZ a . o -> -. O 000 000m I° S S Cu C c N IR 3 EA EA EA EA '^ C W N N 7s EA O O O N -, 69 EA 69 EA EA O N . o O O OO EA EA 0 O Ot o W O W (OP 69 0 o a C> O O O 69 O O W o o o o 0 0 0 0 0 0 0 0 0 0 o 0 o a m EA. 49 EA EA ww WrA l N AO U 0 O N O O 0 J OVi O EA EA EA O O 69 EA 69 IA 69 0 N O 69 EA 0 0 0 -. .000 O 00000000 OW O CO O O O O O 0 O. O O O O 0 0 0 0 0 0 0 0 bb O O co'. o O O O o 0 0 0 0 0 0 O co 0 0 0 0 0 0 0 0 N N kr, , r V et o i•-3 s V N t, O 07, • Zr m - cr c3k o °. B 3 �7 E k � cp i 2 (• A .. k I - . 0 0 .1 � � § COty 2 © § § 0 3 i / 6 2 k \\ ' k / 4.1 / k ( CA D Project Name: Bundoran Farm Lot H3 -R WPO file number: WP0201500079 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost Cost Number installed stabf tion (PS, TS) 4.8 acres $5,000.00 $24,000.00 silt fence (SF) 1740R $5.00 $8,700.00 safety fence(SAF) 1000 R $5.00 $5,000.00 diversion (DD, FD, RWD) 0 R $13.00 $0.00 temporary slope chain(TSD) pipe length 0 fl pipe diameter 0 in $0.00 $0.00 earls for trap #1 height of dam at toe 16 fl out at high side 6 R height of fill at face 10 fl out at face 0 R length of dam 70 fl length of out 65 R top width 4.5 fl width of out 25 R (area above transition) 245 at (area below transition) 0 sf (total width of dam) 32 fl (total width of cut) 37 fl (height below transition) 6 fl (depth below trans@ion 6 R (area below transition) 60 sf (area above transition) 75 at (total fill volume) 790.7 cy (total fill volume) 180.6 cy length of spillway 70 fl (TOAL CY estimate) 851 cy $13.00 $11,063.00 width of spillway 18 f1 (spillway stone tons) 72.5 tons $50.00 $3,625.00 earthwork for trap #2 height of dam at toe 20 fl out at high side 10 R height of fill at face 10 fl out at face 0 R length of dam 80 fl length of out 75 R top width 3 ft width of cut 33 R (area above transition) 230 at (area below transition) 0 at (total width of dam) 40 fl (total width of cut) 53 ft (height below transition) 10 fl (depth below transRion 10 ft (area below transition) 100 at (area above transition) 165 at (total fill volume) 977.8 cy (total fill volume) 458.3 cy length of spillway 17 # (TOAL Cy estimate) 1131 cy $13.00 $14,703.00 width of spillway 70 f1 (spillway stone tons) 68.4 tons $50.00 $3,420.00 sill fence inlet protection (IP) 0 $100.00 $0.00 stone inlet protection (IP) 0 $200.00 $0.00 outlet protection (OP) length 0 ft width 0 ft 0 $0.00 $0.00 channel (SCC, matted) length 0 ft width 0 ft $0.00 check dam depth in channel 0 ft channel width 0 ft 0 $0.00 $0.00 construction entrance (CE) 1 $2,000.00 $2,000.00 wash rack 1 $2,000.00 $2,000.00 paved construction entrance 0 $3,500.00 $0.00 #p -rap, placed depth 0 ft length 0 ft width 0 (tons) 0 tons $60.00 $0.00 survey and layout (price per 0.1 mi.) acres 0 traps and basins 0 $0.00 mobilization $500.00 stream crossing (computed independently) $0.00 cost sum $75,011.00 prof mgmt $11,251.65 contingency $8,626.27 Total $94,890 10/27/2015 Approximate Earthwork computations for sed Assumes all out and fill slopes are 2:1 for simplicty .., Height of Fill at Face I h1 Cut at High Side h2 transitic w h1 Width of Cut Cut at Fa Fill area above transition = hl(2h1) + hl(w) Fill area below transition; total width of fill (dam) = 2h1 + w + 2h2 height below transition = h2 -h1, area = (width *height) /2 - height x height Length of Cut liment traps and basins Width m point \ Height of Dam at Toe h2 ice Volume= Length of Fill x Fill Area Cut Areas and Volume is the same as fill but using the cut dimensions Fill for Dam (imately)