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Home My WebLink AboutSUB202000004 Bond Estimates 2021-02-06Project Name: Berkmar Overlook Final Road & Utility Plan Plan number: SUB2020-00004 TMP(s): 04500-00-00-084A0, 04500-00-00-08500, 04500-00-00-112F1, 04500-00-00-112F2 Date Estimate Completed: 2/6/21 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item IQUnit Unit Cost cost (installed) % compete cost remaining Swore strret Begin station 10+00.00 Notr Ref. al e6t 9 End station 11. road length 11.0 fl ROAD Rlan for aggregate base intl 11R fi L 26.0 ft W 10.0 ton $35.w $350.35 0% $350.35 Road -sec. widdu blotted or pnmemouble seal ft L ft W 0.0 sy $low Won 0% W.00 asphalt base n.s Sm-9sp.v eurak c 21A-stir 3. intl 11.ORL �26.0ftW 5.3 tons $120.00 $630.63 0% $6M.63 asphalt surfaoa 1.5 in d 11.0 R L 26.0 ft W 2.6 tons $140.00 $36T87 0% $36].8] Sw sure, Begin station 10+11.62' End station 10+62.00 road length 50.4 it aggregate base 6.0 in it 50.4 ft L 26.0 ftW 45.8 ton $35 00 $1,604.60 0% $1,61M.60 blotted or pnme&tlouble seal ft L ft W 0.0 sy $10.00 $oRo 0% $0.00 asphalt base n.r sm-93; 3m sluax C 21A-A, 3.0 in it 50.4 flL 126.0ftW 24.1 tons $120.00 $2,888.29 0% $2,888.29 asphalt surface 1.5 in tl 50A flL 26.0 ft W 12.0 tons $140.00 $11684.83 0% $1,684.83 Swede Street Begin station 10+62.00 End station 11+18.00 read length 56.0 ft aggregate be. 6.0 in it 56.0 fl L 51.0 ton $M.00 $1,]83.60 0% $1.]83.60 blotted or pnme8tlouble seal InoftW ft L ft W 0.0 sy$10.00 $0.00 0% $0.00 asphalt base n.r sm-9spv eurak V 21A-A, 3.0 intl 56.0 fl L26.0 ft W 26.8 tons $120.00 $3.210.48 0% $3,210.48 asphaltsurface 1.5 intl 56.0 fl L26.0 ft W 13A tons $140.00 $1,8]2.]8 0% $1,8]2.]8 Swede Street Begin station 11+18.00 End station 12+65.00 read length 147.0 ft aggregate be. 6.0 in it 147.0 ft L 0 ft W 102.9 ton $M.00 $3,601.50 0% $3,601.50 blotted or pnme8tlouble seal ft L ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base n.r se4-9s;3m sm-2s C21A-con 3.0 intl 14].OflL 20.0 ft 54.0 tons $120.00 $6A82.70 0% $6A82.70 asphalt surace 1.5 intl 14].0 fl L 20.0 ft W 27.0 tons $140.00 $3,781.58 0% $3.781.58 Swede Street Begin station 12+65.00 End station 14+00.00 road length 135.0 it aggregate base 6.0 in it 135.0 ft L no ft W 1M.9 ton $M.00 $4,29e75 0% $4,29e75 blotted or pnme8tlouble seal ft L ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base n.rs 93;3K sut2q c mA-A, 3elind 135e It OftW 64.5 tons $120.00 $7.739.55 0% $7,739.55 asphalt surface 1.5 in d 135R flL 26.0 ft W 32.2 tons $140.00 $4,514.]4 0% $4,514.74 Swede Street Begin station 14+00.00 End station 15+72.00 road length 172.0 it aggregate bas¢ n tl 172.0 ft L 20.0 ft W 120.4 ton $M.00 $4,214.00 0% $4,214.00 blotted or ptlme8tlouble seal ft L ft W 0.0 sy $10.00 $oRo 0% $0.00 asphalt base p.5- m 93; 3m emag c n .A-m. in it in It 20.0 ft W 63.2 tons $120.00 $7,585.20 0% $7,585.20 asphaltsurface 1.5 in d 172R flL 20.0 ft W 31.6 tons $140.00 $4,424.70 0% $4,42450 Empire Street Begin station 10+00.00 No. Ref sheet 9 End station 16+30.00 road length 630.0 it ROAD elan for aggregate base 6.0 in it MOR R L 20.0 ft W 441.0 ton $35.00 $15.435.00 0% $15,4M.00 Road Sic. widdu blotted or pnmeMouble seal ft L ft W 0.0 sy $low $0.00 0% $0.00 asphalt base ns sm-93;3m am¢s 6'21A-doa n0 630.OflL 20.0ftW 231.5 tons $120.00 112],]83.00 0% $27,783ol) asphalt surface intl 630.0 fl L 20.0 ft W 115.8 tons $140.00 $16.20R.75 0% $16,206.75 rk\I-drive offload 102519-TO DO to cloudWnderson\040918 bonds\esbmates\SUB202000004 Berkmar Overlook ROAD 020621.xlsx 2/8/2021 Project Name: Berkmar Overlook Final Road & Utility Plan Plan number: SUB2020-00004 TMP(s): 04500-00-00-084A0, 04500-00-00-08500, 04500-00-00-112F1, 04500-00-00-112F2 Date Estimate Completed: 2/6/21 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item IQUnit Unit Cost cost (installed) % compete cost remaining Empire Stren Begin station 16+30.00 End station 16+90.00 road length 60.0 fl aggregate base 6.0 in it 60.0 8 L 26.0 fl W sate ton Moo $1,911.00 0% $1,911.00 blotted or pnme8tloubk seal 8 L fl W 0.0 sy $10.00 $oRo 0% $0.00 asphalt base n.s W-93p.v RM-z c 21A-A, 3.0 in d 60.0 It L 28.0 fl W 28.7 tons $120.00 $3,439.80 0% $3,439.80 asphalt surface 1.5 in d 60R It L 28.0 fl W 14.3 tons $14RM $2,006.55 0% $2,006.55 Empire Street Begin station 16+90.00 End station 17+31.00 road length 41.0 fl aggregate base 6.0 in it 41.0 8 L 32.0 fl W 45.9 ton $35 00 $1,607.20 0% $1,607.20 blotted or pnme&tlouble seal 8 L fl W 0.0 sy $10.00 $oRo 0% $oRo asphalt base n.5- s 9s;].K aM-2g C21A-A,030!n 41.OflL .0 flW 24.1 tons $120.00 $2,892.96 0% $2,892.95 aspha0surface 41.0 fl L .0flW 12.1 tons $140.00 $1687.56 0% $1,687.56 Empire Stan Begin station End station roatl length 45.0 8 aggregate base 45.0 8 L 20.0 fl W 31.5 ton $M.00 $1,102.50 0% $1,102.50 blotted or pnme8tlouble seal fl L fl W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base n.rs 9spv RM-z V21A-A, 45.0 It flW 16.5 tons $120.00 $1,984.50 0% $1,984.50 asphalt surface 1.5 in tl �20.0 45R flL 20.0 fl W 8.3 tons $140.00 $1.157.63 0% $1,157.63 Mae:u S. Begin station _ 10+00.00 Notes Ref. theft 9 End station 12+23.00 road length 223.0 8 ROAD Plan for aggregate be. 6.0 in d R W 223R It Lr2O.O 156.1 ton $35.00 $5.463.50 0% $5.463.50 Road -sec. widdu blotted or pdonsMouble seal B Lft W 0.0 sy $low W.00 0% $0.00 asphalt base pssM-9s;3msm-zx snA -m.. 3.0 intl 223.OflL8W 82.0 tons $120.00 $9.834.30 0% $9.834.30 asphalt surface 1.5 intl 223.0 fl L fl W 41.0 tons $140.00 $5,736.68 0% $5.7WA8 Maness street Begin station 12+23.00 End station 12+87.00 road length 64.0 8 aggregate base 6.0 in it 6,to 8 L no ft W 58.2 ton $M.00 $2,038.4D 0% $2,038.40 blotted or pnme8tlouble seal 8 L ft W 0.0 sy $10.00 $oRo 0% $oRo asphalt base n.rs 93; o.m aM-2gc21A-A, 3.0 in0 64.0flL 26.0f1W 30.6 tons $120.00 $3.669.12 0% $3.669.12 asphalt surface 1.- intl fi4.o fl L 26.0 fl W 15.3 tons $140.00 $2,140.32 0% $2,140.32 Maraac Street Begin station 12+87.00 End station 14+32.00 road length 145.0 8 aggregate be. in it 145.0 ft L MR ft W 101.5 ton $M.00 $3,552.50 0% $3,552.50 blotted or ptlme8tlouble seal 8 L ft W 0.0 sy $10.00 $oRo 0% $0.00 asphalt base n.rs 9s; o.m RM-2gcu1A-.m intl 145R flL 20.0 flW 53.3 tons $120.00 $6,394.50 0% $6,394.50 asphaltsurface in tl 145R flL 20.0 fl W 26.6 tons $140.00 $3,730.13 0% $3.730.13 BiAzaar Dim. Begin station .00 -wra9-a.wr lmpmvem®ta End station 12+90.00 road length 190.0 it raper /fneanm aggregate base 8.0 in it fl W A,.om a 190R fl LLow 79.8 ton $35.00 $2,793.00 0% $2,70.00 I Ref. image, a l blotted or pnmeMouble seal 8 Lft W eaaaa 0.0 sy $10.00 $0.00 0% $0.00 asphalt base (&p4a. a.faaaa; Am: w= ito a gd 8.0 intl 19o.o fl LflW dryw. 62.8 tons $120.00 $7,541.10 0% $7,541.10 asphattsurface 1S intl 190.08E 15.7 tons $Woo $2,199A9 0% $2,199A9 rk\I-drive offload 102519 -TO DO to cloudWnderson\040918 bonds\esbmates\SUB202000004 Berkmar Overlook ROAD 020621.xlsx 2/8/2021 Project Name: Berkmar Overlook Final Road & Utility Plan Plan number: SUB2020-00004 TIAP(s): 04500-00-00-084A0, 04500-00-00-08500, 04500-00-00-112F1, 04500-00-00-112F2 Date Estimate Completed: 2/6/21 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item IQUnit Unit Cost cost (installed) % compete cost remaining aeramm Dane Begin station 10+65.00 Imp -is End station 14+30.00 road length 365.0 It aggregate base 0.0 in it 365.0 it L 12.0 it W 4a.amd 0.0 tan $a5.00 WOO 0% Man I WP-2, Mat /wehy I bloftetl or mime8dloi le seal It L it W 15 0.0 sy $10.00 50.00 0% Mao asphalt be. in d 365.0 ft L 12.0 it W awaay 0.0 tans $120.00 woo 0% Man asphalt surface 0.1.1"c e ' 0 Intl 365.O fl L 12.0 ft al 40.2 tone $140.00 $5,633.78 0% $5,633.78 seam.. Dove Begin station 12+90.00 Impmvemmt: End station 14+30.00 road length 140.0 it aggregate base 0.0 in it 140.0 it L 12.0 it W e -n 0.0 ton $35.00 Won 0% woo I wpa, M01 /-liy I bloftetl or ptlrae&tlouble seal ft L it W 1s 0.0 in, $10.00 $0.00 0% woo asphalt base n d 140.0 ft L 2.0 it W -ley 0.0 tons $120.00 $0.00 0% woo asphattsudace O.T ss,a.se,. si In0 140.OftL 2.OftW 15Atons $140.00 $2,160.90 0% $2,160.90 cmn CG-2 .Oft $16.00 50.00 0% $0.00 c on CG-6 .O ft $19.00 $6],Woo 0% $6],640.00 uncertain, UG4 2]5.0 ft W.00 $1,650.00 0% $1,650.00 sitlewalk, concrete (51 3560.0 ft $25.00 $89,000.00 0% $89.000.00 ramp GG-12 12 each $350.00 $4,200.00 0% $4,200.00 (street name sign 5each $200.00 $1,000.00 0% $1,000.00 traffic control sign rymeo p.p,&ai-i 'ma 1]each $200.00 $3A00.00 0% $3.400.00 Street Landscape r 80 Each 80 each $150.00 $12,000.00 0% $12,000.00 guardrail 0 ES @ 3000 0.0 ft $17.00 woo 0% woo drop inlet or grate 37 each $3.500.00 $129,500.00 0% $129,500.00 standartl manhole frame top (not inlet) 193 each $500.00 $96,500.00 0% $96,500.00 manhole structure(perfi. rise) 1fit $450ao $450.00 0% $450.00 pipe, rcp, crap (fist;+a'scx.w mofl ,oaa in tl 0 ES-1,1 0 EC-0 1335.0 it $10.00 $13,350.00 0% $13,350.00 pipe, rcp, on (12't; UN^in. in tl 0 ES-1,1 0 EC-0 2074.0 it $35.00 $]2,590.00 0% $72,590.00 pipe, rcp. cmp (15 to 48� in it 0 ES-1,2 0 EC-1 1212.0 it $35.00 $42,420.00 0% 1412,420.00 pipe, rcp. cmp (15 to 480 18.0 in it 0 ES-1,2 0 EC-1 176.0 it $40.00 $7,040.00 0% $7,040.00 pipe, rcp. cmp (15 to 481 Me in it ES-1,2 0 EC-1 393.0 it $50.00 $19,650.00 0% $19,650.00 pipe, rcp. cmp (15 to 481 30.0 in it 1 ES-1,2 1 EC-1 158.0 it Moo $11,270.00 0% $11270.00 pipe, rcp. cmp (15 to 481 42.0 in it 0 ES-1,2 0 EC-1 0.0 it $75.00 $0.00 0% $0.00 pipe, rcp. cmp (15 to 481 48.0 in it 0 ES-1,2 0 EC-1 0.0 it $150.00 $0.00 0% $0.00 pipe, rcp. cmp (60 to 108-) 60.0 in it 0 ES-1,2 EG1 it $220.00 $0.00 0% $0.00 rip -rap, placed 0.0 it d 0.0 it L 0.0 it W 0.0 ton woo $0.00 0% woo rip -rap, placed, Inlet at, 82 0.0 it d 1.0 it L 1.0 it W 0.0 ton woo $0.00 0% Won rip -rap, placed, Inlet str. A 0.0 it d 1.0 ft L 1.0 ft vv 0.0 ton $60.00 $0.00 0% Won rip -rap, placetl, outfall sir. C1 0.0 ft d 1.0 ft L 1.0 ft W 598 fta 0.0 ton $60.00 Won 0% Won rip -rap, placetl, small sir. D1 0.0 it d 1.0 ft L 1.0 ft W 0.0 ton $60.00 woo 0% Moo rip -rap, Placed, outfall W. E1 0.0 it d 1.0 ft L 1.0 ft W 0.0 tan $60.00 Won 0% Moo rip -rap, placed 0.0 ft it go ft LLM 0.0 ft W 0.0 ton $60.00 woo 0% Moo matting, EC-2 or 3 It L 1.0 ft W 0.0 sy $2.00 $0.00 0% woo Gear and grub (formotletl sites) ft L 1.0 ft W 0.0 acfe $24,000.00 $0.55 0% $0.55 cot gentling 13368.0 cY $6.00 $80,208.00 0% $80,208.00 eu irs,rd ns Engineering COhni 2/6/21- Empire Afro , Swede fill grading 334,1.0 cy $12.00 $28.128.00 0% $28.128.00 fill 1-fin- Engineeing COMPLETED, 2/6/21 - Emp've, Mari 5-1. as -built tlmwings(ik+ price per 0.1 mi.) MRARL 0.337mi. 4Isom $$000.00 $9,000.00 0% $9,000.00 rk\I-drive offload 102519 -TO DO to cloud\anderson\040918 bonds\esbmates\SUB202000004 Berkmar Overlook ROAD 020621.xlsx 2/6/2021 Project Name: Berkmar Overlook Final Road & Utility Plan Plan number: SUB2020-00004 TMP(s): 04500-00-00-084A0, 04500-00-00-08500, 04500-00-00-112F1, 04500-00-00-112F2 Date Estimate Completed: 2/6/21 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item Ng Unit Unitguest cost (installed) % compete cost remaining survey and layout (pace per 0.1 mi.) 1Tr9A 9 L 0.337 naL 4 Isum W.000.00 $9,000.00 0% $9,000.00 mobilization Isum $5,000.00 $5,000oo 0% $5,000oo materials testing 1Tr9A It L 3.5588 inc of 500' 5 each $200.00 $W000 0% $920.00 compaction testing 1Tr9.4 It L 3.5588 inc of 50V 5 each $200.00 $W000 0% $920.00 CBR tests (1 every 0.1 mi. per road) 1Tr9A It L 3.5588 inc of 50V 5 each $200.00 $W000 0% $W000 some depth inspections 1Tr9.4 It L 3.5588 inc of 50V 5 each $200.00 $W000 0% $920.00 pavement inspections 1neA It L 3.5588 inc of 50V 5 each $200.00 $W000 0% $920.00 pipe and drainagevidom inspections($500 min); mdtln—v. to/1a 0n,<50%Faidl Cowtyimtprice n Woo $8,026.00 0% $8,026.00 VOOT surely (1 lane) 1Tr9ARL 0.W mi. Lanes W.000.00 $6740.08 0% $6740.08 VOOT maintenance fee (1 In M,1 yr) 1Tr9A 0 L 0.33] mi. Lanes $150.00 $505.51 0% $505.51 WOT admin. Cost mcoveryfee(l lane) 1T9A ItL 0.337mi. Lanes $100.00 $587.00 0% $587.00 emergency entrancewAmilands; ♦ Mill /overlay, Woodbum Rd. ISum $151000oo 0% $15,000.00 foundations child development(—.. aumvnr: pa, eoo-. n.lner,.mpig hnnwd .wgw ,, ISum $25.000.00 0% $25,000.00 Cost sum $964,594.43 $964,594.43 SU0202000004 Berkmar Overlook ROAD 020621 confingency ldle4 e" $96,459.44 Total $1,061,060 $1,061,060 rk\I-drive offload 102519 -TO DO to cloudWnderson\040918 bundMes9mateMSUB202000004 Berkmar Overlook ROAD 020621.xlsx 2/6/2021