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Project Budget Worksheet <br /> �HHNT A <br /> N j <br /> st Drainage Ditch Restoration-Phase I <br /> Date 4r"2012 <br /> 38.5 313 40 1339 17 15.45 1 $18.00 I $020 i $0.10 850.00 535M <br /> 9625 78.25 <br /> 100,00 33,48 42.50- 38.63 11 <br /> Baumann Baumann R.W.Lamb TAssociates,LL( R.Lamb�-- "mb KSchufte M.Peach Prints Survey Survey <br /> Task No. Item Dewription i Labor Budget En 'neerSub Consult 1 P En <br /> Bik ;-s-- Engineer IV Suvey 11 x17 8.5xi I Vehicle Instr. <br /> Hou I Siffina Houm If Tech Tech If -H-Wi Sheers sheets (Days) (Hours) <br /> -__j2pqg!aphIc SurrM <br /> 1.011 Establish Hori7-t Vert Control <br /> So.00 0 <br /> 1.02 Locals P SMMi 23 1 11 <br /> Comore 2 11 <br /> so. <br /> 1.03 $667.08i 15 1 i 7 7 <br /> Research Record Documents EES�- - 2 7 <br /> SO.00 0 --4 4 i <br /> $400.00 <br /> 1.04 Review Boundary.R.O.W..Easement Limits- i $0.00 <br /> $667.38' 5 5 <br /> 1.05 <br /> 10 5 <br /> Collect To Ditch Mound Rd to Pershing Rd i $0.00-0 $2.028,13;: 50 0 <br /> 1.00 Collest-19po Ditch_Etrahig FW to Beam 1 0 36419.W Is 25 2S 3 25 <br /> 0 $-- <br /> 1.07 Collect Topo Basin 1 --so.FO-0 MOAT <br /> is 0 <br /> 1.08 9 9 1 9 <br /> - COMM Topo DItCn tSaWn I to 2TM St $0,00-0 $1,72250i 41 -2 20 <br /> iOg I Procf�iij§t-ffvey Data&Prepare Topo Drs�g -0-- 20 <br /> ----- <br /> 5717.50:- 22 2 20 1 20 1 <br /> 1.10 1 Prepare Permanent Easernent Plats(Assume 2) $0.00 0 $1, .65 36 5 14 <br /> a 14 <br /> 4 <br /> 1.11 QA/QC $400.00 4 <br /> 2 <br /> bor Su 0 0 0 39 0 0 12 as <br /> -- $to, .53 24 34 <br /> Direct Costj $0.00- $4,382.00: $702.00 30.00 i 50.00 $800.00 $3,080.00 <br /> T 315,228.53i <br /> 2 <br /> Review of Existing Drawl s&Field Conditions <br /> 2.01 Review Design Plan&Profiles <br /> :60 $0.00; 0 <br /> 2.02 .-1 _Dj a -­-- <br /> Review Cross Sections 8 <br /> 0 <br /> - ;!L <br /> 2.03 Invection of Utlity,Crossings 1 $770 0 <br /> $192.90 2 2 $0.00i <br /> 2.04 0 <br /> Inspection of Eroded Areas $770.00 8 8 $0.001 0 <br /> _2 --bliSpection of Drains Struewres <br /> _OS $385.00 4 4 E0,00! 0 <br /> LaWr Subtotalsi $2.887.50 30 30 0 $0.001 00 0 0 0 0-10 0 0 <br /> Direct Cost 50.00 WOO <br /> Total! 22.887.90 $0.00 $0.00 S111.00 $0.00 $0M <br /> $0.00i <br /> 3 Pfans&Specifications <br /> 3.01 1 Summary of Quantities 50 1-4 2 12 $0.001 0 <br /> 3.02 4 <br /> Schedule of Quantities 3409.25 5 1 4 WOW 0 4 <br /> 3.03 Benchmarks&Control Points 3252.75 3 1 2 S0.001 0 2 <br /> 3.04 Plan&Profile Ditch Mound Rd to Pershina Rd $2.142.60 26 6 20 WOW 0 <br /> -J.-OS Plan&Proft bic-hPerahing Rd to Basin 1 -$1,131.50- 20 <br /> 14 2 12 $0.001 0 <br /> -- 12 <br /> 06 -Plan&Profile Basin 1 $1,637. 20 JE�rie $0.00i OL <br /> 3.07 Plan&Profile Ditch Basin I to 2M St 6 Is <br /> $2,142.50 26 6 20 <br /> $0.00i 0 20 <br /> 3.08 Cross Sections(94)Sheets $1,444.50 Is 2 is 0 <br /> 18 <br /> 3,09 Miscellaneous Detagg <br /> $1,011,001 12 4 $0.001 0 <br /> SWPP 8 <br /> 310 Plan&Permits $2.094-001 24 12 U2 $0.00! 0 <br /> PrOPM SPOCIFICations&Bid Documents 12 <br /> SI,W.00 <br /> im Is Is $0.00! 0 <br /> 1 3.12 1 Coordination with City $770.00-8 -_8 $0.00i 0 <br /> 3.13 Prepare:DOT Paycode Format 1 $385.00-4 4 SMOM 0 <br /> 3.14 QA1OC; -$395.00 4 4 1 $0-W 0 <br /> Labor Subtotalsil 318A76.5o 1-94 7-2 122 SO.00i 0 0 0 <br /> Dk*d Coati 52.052.00. X 0 114 <br /> -00 11 $2.052.00 1 30.00 1 30.00 SOAQ <br /> 00 $0.00 <br /> f0tall 318,528.50l <br /> SUM <br /> AL <br />