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Home My WebLink AboutSUB200900004 Bond Estimates 2012-01-19 r /Z,,,,,ulL (' -1/.50G zvo 9 aoo © al. 4.04 R ea�r,�vY3 zo1Z o v 1ZI • ve5 Glenmore,Phase2,Section S-6 Subdivision Road and Infrastructure Construction Bond Estimate(roads,site work,storm sewer) Item Itemmolt Unit Cost as Number ('installed) %compete cost remaining Femdown Lane 0+00 to 15+35 road length 1535.0 ft 1 aggregate base 8.0 in d 1535.0 tt L 18.0 ft W 6822 cy S35.91 324,408.50 0% $24,498.60 2 handed or prima&doub1e seal 0.0 ft L 0.0 ft W 0.0 sy 16.30 S0.00 0% $0,00 3 asphalt base 0.0 In d 1535.0 ft L 0.0 n W' 0.0 tons 573.50 80.00 0% $0.00 4 asphalt outface 2.0 In d 1535.0 ft L 18.0 fi W 257.9 tons $81.90 $21,120.37 .0%. S21;120.37 6 curti CG-2 3070.0 ft $8.40 $25,786,00 0% 525,788,00 7 curb CG-6 3070.0 tt $13.83 542,453.50 0% $42,453.50 8 sidewalk,asphalt 0.0 in d 0.0 ft L 0.0 ftw 0.0 tons $73.50 $0,00 0% $0.00 9 sidewalk,concrete 4'width 00 ft $11.65 $0.00 0% $0.00 10 ramp CG-12 0 S315.00 50.00 0% S0,00 11 street name sign 1 $65.00 $65.00 0% $85.00 12 traffic control sign 2 $49.35 $98.70 0% $98.70 13 Street Landscape - 0 Each 0 $105.00 50.00 0% $0.00 13 guardrail 0 ES ilb 53700 0.0 ft $16.80 $0.00 0% $0.00 14 manhole or drop trial 0 $1,385.00 .$0,00 0% 50.00 16 pie,rcp(15 to 481 18.0 In d 2 ES-1,2$250 2 EC-1$200 100.0 ft $27.30 $3,630.00 0% $3,630.00 17 pipe,top(15 to 481 48.0 In d 2 ES-1.2$250 , 0 EC-1.5200 0.0 ft .$126.00 $500.00 0% $500.00 18 pipe,pvc(4 to 10") 8,0 in d 0.6 ft $6,30 50.00 0% $0.00 19 pipe,cap(15 to 48") 15.0 in d 0 ES-1,2 5250 0 EC-1 S200 0.0 ft $23,10 $0.00. 0% S0.00 20 pipe,cmp(54 to 72") 60,0 in d 0 ES-12 S250 0 EC-1$200 0.0 ft $146.00 50.00 0% $0.00 21 rip-rap,placed 0.0 ton 531.50 .50.00 0%. $0.00 22 ELS fabrie,EC-2,3 2302.5 tt 1 4 S W 0.0 sy $10.50 50.00 0%, 50.00 23 dear end grub(for wooded sites) 0.0ftL 0,011W 1.1 acre $10,500.00 511,550.00 0% 411.550.00 24 grading(par cy for cut or import only', 1.0 cy till 1.0 cy cut 600,0.cy bat $3.15 51,693.15 0% $1,893.15 24 CBR tests(1 every 0.1 mi.per road) 1535.0 111 3.07 Inc of 500 4 $157.50 $630.00 0% $630.00 25 as-buti drawings(1k+price per D.1 1535.0 ft I. 0.291 mi. 3 $1.050:0D 54,150.00 0% 54,150.00 28 survey and layout(price per 0.1 n.a.) 1535.0 ft L 0291 mt. 3 $525.00 $2,575.00 0% $2,575.00 27 mob0dation 1 $525.00 $525.00 0% $525.00 28 VOOT surety(1 lane) 1535.0 tt L 0,201 mi. 0 Lanes $2.000.00 $0.00 0% $0.00 29 VOOT mantenance fee(1 In rd,1 yr) 1535.0 ft L. 0.291 mi. • 0 Lanes $150.00 $0.00 0% $0.00 30 VooT admin.Cost recovery fee(1 tar 1535.0 ftL 0.291 mi. 0 Lanes 5100.0D '5250.00 0%. $250.00 I�_cost sum $139,727.32 J S139,727.32 i I pro)mgml $20,959.10 $20,959.10 contingency S16.05864 516,068.64 j Total _ $176,760� $176,760j 1.p I ---ge, .',0(0 D l 3 o l .JO 1' '''''') . ,,,-, 4_ 9 k...." I, 3L)---1-, zlovi,,,I igo,,-(.,(14 1/1 912 01 2 ( - , Glenrnore,Phase2,Section S-5 Subdivision Road and infrastructure Construction Bond Estimate(roads,site work,storm sewer) - Item flem NI sail Unit Cost Cost Number (inslaftedi %compete cast iematning Road"A" 0+00 to 11+75 road length 10730 ft 1 aggregate base 6,0 In d 1075.0 11.1 18.0 ft W 358.3 cy $35.91 $12.867.75 0% 312,867.75 2 blotted or pdme8double seal 0.0 ft L 0.0 it W 0.0 sy $6.30 50.00 0% $0.00 3 asphalt base 0,0 In d 1075.0 ft L 0.0 n W 0.0 tons $73.60 $0.00 0% $0.00 4 asphalt surface 2.0 In d 1075.0 ft L 18.0 ft W 180.6 tons $81,90 $14,791.14 0%. $14,791.14 6 curb CG-2 2150.0 ft $8.40 "518,060.00 0% $18,060.00 7 curb CG.6 2150.0 ft $13.83 $29,731.28 0% S29,731.26 8 sidewalk asphalt 0.0 in d 0.0 ft L 0.0 ft W 0.0 tons $73.50 $0.00 0% $0.00 9 sidewalk,concrete 4'width 0.0 ft $11.66 $0.00 0% $0.00 10 romp CG-12 0 $315,00 $0.00 0% 50.rm 11 street name sign 1 $65.00 $65.00 0% $85.00 12 traffic control alga 2 $49.35 $98.70 0% $98.70 13 Street Landscape 0 Each 0 3105.00 $0.00 0% $0.00 13 guardral 0ESt$3700 0.00 $16.80 $000 0% $0.00 14 manhole or drop inlet 0 $1,365,00 $0.00 0% $0.00 16 pipe,rcp(16 to 40") 16:0 In d 2 ES-1,2$250 2 EC-1 3200 180.0 ft $27.30 $5,814.00 0% $5,814.00 17 pipe,rop(16 to 481 48.0 in d 2 E342'$250 0 EC-1$200 0.0 ft 3126.00 $500.00 0% $500.00 18 pipe.pvc(4 to 10") 6.0 In d 0.0 ft $6,30 $0.00' 0% $0,00 19 pipe,anp(15 to 48") 15.0 in d 0 ES•1,2$250 0 EC-1$200. 0.0 ft $23.10 $0.00 0% $0.00 20 pipe.cmp(64 to 72') 60.0 In d 0 ES-1.2$250 0 EC-1$200 0.0 ft 3146.00 $0.00 0% $0.00 21 cup rap,placed 0.0 ton $31,50 $0.00 0% S0.00 22 E$S fabdc,EC-2,3 1612.5 ft L 4 11 W 0:0 sy $10.50 $0.00 0% $0.00 23 dear and grub(for wooded sites) 0.0 ft L 0.0 ft W 1.1 acre 510,500.00 S11,550.00 0% $11,550,00 24 grading(per cy for art or Import only; 1.0 cy fits 1.0 cy cut 600.0 cy bal $3.15 31,893.15 0% $1,893.15 24 CBRlasts(1 ovary0,1 mi.per road) 1075.0 ftL 2.15 irwo1500 3 $157.50 5472.60 '0% $472,50 25 asbult1 drawngs.(1k+pace per 0.1 1075.0 ft L 0,204 mL 3 31,050.00 34,150.00 0% $4,150.00 26 sunny and layout(pace per 0.1 mi.) 1076.0 ft L 0.204 mi. 3 $525.00 $2,575.00 0% 32,576,00 27 mobirszalon 1 3526.00 3525.00 0% $525.00 28 VDOT surety'(1 lane) 1076.0 ft L 0.204 mi. 0 Lanes 32,000,00 $0.00 0% 30.00 29 MOOT maintenance lee(1 In rd,1 yr) 1075.0 ft L 0204 ml 0 Lanes $150,00 $0.00 070 $0.00 30 VDOT admin.Cost recovery fee(1 ter 1076.0 ft L 0.204,mL 0 Lanes $100.00 $250.00 0% $250.00 cost sum S103,343:52 i 3103,343.52 pro)mgmt 315,501.53 316,501.53 contingency $11,884.50 $11,884.50 Total w $130,730 $130,730 1/19/2012