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Clty of Decatur Exhlbit A ��� <br /> 2019 Bridge tnspection i Srldge Condition Repart{SCR}Section 19-OOS34-OQ-BR <br /> Grove Rd,over Sand Creek Arm of Lake Decatur SN 058-6010 <br /> Engineering Manhour and Fee Estimate <br /> Project Bridge Bridge Structural Tech Admin MH Avg Raw Factored <br /> 7ask Mana er insp.l Ins .2 En ineer Totals Rate LaDor Labor <br /> Ins e#ion&BCR Task Na.fi02Q-1 <br /> Review Ins ection Fa�ms&Euistin Brid e Plans 1.0 3.0 4.0 $44.75 $179.00 $490.48 <br /> Pre are/Review Ins ection Sketch Plans&Fracture Criticai Plan 2.0 9.0 11.0 $43.45 $478.00 $1,309.72 <br /> Pre-!ns ection Goordination 2.0 3.0 5.0 �47.64 $238.44 $652.12 <br /> Non-NBIS Brid e ins ection&Photos 8.0 5.0 13.0 $51,69 $672.00 $1,841,28 <br /> Identi Brid e Elements needin Re air 2.p 4.0 6.0 $46.33 $278.00 $761.72 <br /> Abbrevia#ed BCR-Section 1 Administratfve Data 2.0 12.0 14.0 $42.T1 $598.04 $1,638.52 <br /> Abbreviated BCR-SeCtion 2 Roadwa/Structure 6ata/Re air Histo 3.0 12.0 15.0 $43.80 $657.00 $1,800.18 <br /> Abbreviated BCR-Section 3 Structure Condition Data 3.0 12.0 15.0 $43.80 $657.00 $1,800.18 <br /> Abbreviated BCR-Section 4 Discussian 8 Recommended Sca e of Work 3.0 12.Q 15.0 $43.80 $657.4fl �1,800.18 <br /> Abbreviaied BCR-Section 5 Attachments Re prts,Cost Est&Photos 3.p 12.0 15.0 543.80 $657.00 $1,800.18 <br /> Submit Prefinal Brid e Condition Re ort for Ci 's Review&Comment 2.0 4.0 6.0 $46.33 $278.00 $761J2 <br /> 5ubmit Final Brid e Condition Re ort ta Ci 1.4 4.0 5.0 $43.80 $219.Q0 $6QQ.06 <br /> Total This Task O.Q 32.0 92.0 D.0 0.0 124.0 $44,94 $5,568.00 $15,256.32 <br /> Pro ect AdmInistration&Mana ement Task No.6014-2 <br /> Pro ect Start-U &KiCkoff Meetin 2.0 1.0 1.4 4.d $58,75 $235.60 $643.9Q <br /> Pre are/Review Safe Work Plan 1.0 1.p 3.0 5.0 $40.Op $200.00 $548.Op <br /> Pro'ect Coordination&Mana ement and QAlQG Forms 2.0 1.4 3.0 $70.04 $214.40 $575.40 <br /> Pre aretProcess Mvoices&Prp ect Gtose-auf 3.0 1.0 4.0 $70.Oq $284.00 $7&7.20 <br /> Tota!7his Task 8.p 0.0 3.0 0.0 0.0 5.0 16.0 $57.81 $925.QQ $2,534.5p <br /> Totats 8.0 32.0 95.0 0.0 4.0 5.4 140.d �48.3$ $8,493.40 $17,794.82 <br /> Rate $85.p0 $59.00 $40.00 �52.00 $43.00 $25.00 <br /> Raw Labor Cost $680.00 $1,888.00 $3,800.q0 $0.00 $0.00 $125.00 $6,493.00 $17,790.82 <br /> Project BriBge Bridge Structurat Tech Admin MH Avg Ftaw Factared <br /> Mana er Insp.1 Insp.2 Engineer Totals Rate Labor Labor , <br /> NpTES <br /> (1)Manhours&Fee for SN 058-6010 assumes City of Decatur will provide boat access&boat operator fpr bridge inspeCtion,if needed. <br /> (2)Assumes no traffic controi required for access. <br /> Overall Labar Multiplier= - 2.74 <br /> Direct Costs <br /> Task Item Quarrtit Unit Rate To#al Comment <br /> 6010•1 Milea e-Decatur to Chica o 180.00 miles $0.58 $104.40 <br /> Grove Rd.Bridge Travei Meais 3 travei mea! �15.00 $45A0 <br /> over Sand Creek Arm Mileage ta/from site q5.0 miles $0.58 $26.10 3 round tri s <br /> of Lake Decatur Printin -Deliverables 100 sheets $0.20 $20.00 <br /> SN 058-6014 Postage 2 ackages $30.40 $64.00 <br /> Totals $255.50 <br /> Tasks&Ma�hours 058-6010,xts Rev.0-8/21119 A-3 <br />