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<br />CITY OF LA PORTE <br />POND TO PARK DESIGN PHASE SERVICES <br /> <br />EXHIBIT C <br /> <br />BAS/C SERVICES MANHOUR AND FEE ESnMATE <br /> <br />TASK <br />NO. <br /> <br />DESCRIPTION <br /> <br />POND TO PARK BASIC DESIGN - DWGS & TASKS <br />ESTIMATE OF REQUIRED DRAWINGS FOR BASIC BID PACKAGE <br />PROJECT TITLE SHEET; VICINITY MAP; INDEX OF DRAWINGS <br />SITE PREPARATION 8. CONSTRUCTION NOTES <br />PlAN- DIMENSioNED CONTROL, uTn:'ny AND PAVING PLAN <br />PL.AN - GRADING & DRAINAGE . .... <br />DRII:TWOOD IMPROVEMENTS ~ PL.AN & PROFILE <br />CROSS:SECTioNS. .. <br />PA\I.EMENT, (;URB, &. DRIVEWAY DETAILS <br />STORM ~EWE.R& WATER LINE DETAILS <br />RETAINING WALL, FOOTING & DETAILS <br />'EXCAVATI()N;BEDDING & BACKFILL DETAILS <br />SWPPP PLAN <br />SWPPP & REVi:GET ATION DETAIL~ <br /> <br />TOTAL NO. DWGS FOR BASIC BID PACKAGE <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />B <br />9 <br />10 <br />11 <br />12 <br /> <br />DESIGN/MANAGEMENT ACTIVITIES - BASIC PARK PACKAGE <br />13 COORDI~TIO~l:\ItEW ~EETING13 (3 Meetings TotaO <br />14' SltE:VlSIT~Ec:O!'lNASSAINCE (? TC)jaO. ..... <br />15 SiTE DESIGNlGEOMETRlc;S()F ~~SI~. PARK LAYOUT <br />16 SITE DRAINAGElSHEE;TFLOW DE~IGN ..... <br />17 TERJV.INlIAODELlNGNERIFICATION OF DETENTION CAPACITY <br />1B... QAlQC ... <br />19..... APPROVALS...... . <br />20 PROJECT MANUALF()R BASIC BID p....CI<AGe.W/SPEC'S <br />21 CAlCULATE QUANTITIES & PRODUCE BID DOCUMENTS <br />TOTAL DESIGNlMGMT HRSlFEES FOR BASIC BID PACKAGE <br /> <br />ESTIMATED <br />PLAN SHEET <br />REQUIREMENTS <br /> <br />QNTY <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />SCALE <br />NIA <br />N1A <br />1"=40' <br />1''=40' <br />1 ";2CliI1 ''=2' <br />1 "=20'11 ''=2' <br />VARIES <br />VARIES <br />VARIES <br />VARiES <br />1"=100' <br />VARIES <br /> <br />SHTS <br /> <br />NIA <br />NIA <br />N1A <br />N1A <br />NIA <br />N1A <br />N1A <br />N1A <br />NIA <br /> <br />22 <br />23 <br />24 <br /> <br />DESIGN/MANAGEMENT ACTIVITIES - PHASED IMPROVEMENTS ABOVE BASE PACKAGE <br /> <br />N1A <br />N/A <br />N1A <br /> <br />1 MH 34.00 <br />1 MH 40.00 <br />1 MH 24.00 <br />SUBTOTAL DESIGN MH'S <br /> <br />SITE DESIGNlGEOMETRICSOF PARKING LOT & WATERLINE 1 <br />DRIFTWOoD DRAINAGE ANALYSIS 1 <br />RETA.INiNGWAi..L STRUCTURAi.. DESIGN 1 <br />TOTAL DESIGNlMGMTTASKS 12 <br /> <br />TOTAL ESTIMATED MANHOURSIFEES <br /> <br />OTHER DIRECT COSTS: <br /> <br />GEOTECHNICAL <br />OTHER DIRECT COST TOTAL <br /> <br />$ <br />$ <br /> <br />3,404.00 <br />3,404.00 <br /> <br />server2:12002l220029.001P0nd to Park Design.ManhrsFee Est_Rev 4-7 -04.x1s <br /> <br />12 <br /> <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />CIVILTECH ENGINEERING, INC. <br />CEI PROJECT NO. 220029.00 <br /> <br />BASIS OF <br />MANHOUR <br />ESTIMATE <br /> <br />TOTAL TOTAL MANHOURS PER WORK TASK BY STAFF CLASSIFICATION TOTAL <br />MH'S PER PRINC SENIOR PROJ ASST SENR CADD ADMIN MH'S PER <br />UNIT OF ENGR ENGR ENGR ENGR TECH TECH WORK <br />WORK <br /> <br />QNTY <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />UNIT <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br />SHTS <br /> <br />SUBTOTAL DWG MHS <br /> <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />Page 1 of 1 <br /> <br />$170.00 $150.00 $100.00 <br /> <br />5.00 <br />10.00 <br />20.00 <br />20.00 <br />2B.00 <br />1B.00 <br />6.00 <br />4.00 <br />B.OO <br />4.00 <br />4.00 <br />4.00 <br /> <br />MH <br />MH <br />MH <br />MH <br />MH <br />MH <br />MH <br />MH <br />MH <br /> <br />14.00 <br />10.00 <br />22.00 <br />24.00 <br />12.00 <br />4.00 <br />6.00 <br />14.00 <br />1B.00 <br /> <br />0.00 <br />0'-00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.60 <br />0.00 <br />0.00 <br /> <br />o <br /> <br />2.00 <br />0.00 <br />0.00 <br />2.00 <br />0.00 <br />2.00 <br />0:00 <br />0.00 <br />0.00 <br />8 <br /> <br />6.00 <br />2.00 <br />4.00 <br />4.00 <br />2.00 <br />2.00 <br />2.0Cl <br />2.00 <br />4.00 <br />28 <br /> <br />2.00 <br />4.00 <br />2.00 <br />8 <br /> <br />14 <br /> <br />46 <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />2.0Cl <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0:00' <br />0.00 <br /> <br />2 <br /> <br />10 <br /> <br />4.00 <br />B.OO <br />4.00 <br />16 <br /> <br />$B5.00 <br /> <br />0.00 <br />2.00 <br />2.00 <br />2.00 <br />4.0Cl <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br /> <br />35 <br /> <br />0.00 <br />4.00 <br />8.00 <br />B.OO <br />10.00 <br />0.00 <br />2.00 <br />4.00 <br />6.00 <br />42 <br /> <br />6.00 <br />4.00 <br />10.00 <br />10.00 <br />0.00 <br />0.00 <br />2.00 <br />8.00 <br />8.00 <br />48 <br /> <br />$75.00 <br /> <br />1.00 <br />4.00 <br />4.00 <br />4.00 <br />6.00 <br />4.00 <br />iClCl <br />2.ClO <br />4.00 <br />2.00 <br />1.00 <br />1.00 <br /> <br />34 <br /> <br />$65.00 $67.00 <br /> <br />0.00 <br />2.00 <br />6.00 <br />6.00 <br />B.DCl <br />6.00 <br />2.00 <br />0.00 <br />2.00 <br />O.OCl <br />1.00 <br />1.00 <br /> <br />4.00 <br />2.00 <br />8.00 <br />8.00 <br />8.00 <br />B.OCl <br />2.00 <br />2.00 <br />2.06 <br />2.0Cl <br />2.90 <br />2.00 <br /> <br />50 <br /> <br />5.00 $ <br />10.00 $ <br />20:00 $ <br />20.06 $ <br />2B.ClO $ <br />18:00 $ <br />6.00 $ <br />4.00 $ <br />B.ClO $ <br />4.00 $ <br />4.00 $ <br />4.00 $ <br /> <br />o <br /> <br />131 <br /> <br />10.00 <br />10.00 <br />B.OO <br />28 <br /> <br />to.OO <br />10.00 <br />10.00 <br />30 <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0:00 <br />0.00 <br />0.00 <br />o <br /> <br />B.OO <br />8.(lO <br />0.00 <br />16 <br /> <br />0.00 <br />0.06 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0:00 <br />o <br /> <br />14.00 $ <br />10.00 $ <br />22.00 $ <br />24.00 $ <br />12.00 $ <br />4.00 $ <br />6.60 $ <br />14.00 $ <br />0.00 18:00$ <br />o 124 $ <br /> <br />0.00 <br />0.00 <br />0.00 <br />o <br /> <br />o <br /> <br />34.00 $ <br />40.00 $ <br />24.00 $ <br />98 $ <br /> <br />353 1$ <br /> <br />80 <br /> <br />113 I 50 I 50 r 0 <br /> <br />TOTAL DESIGN FEES: $ <br />EXPENSES (Printing, mileage, etc.) $ <br />TOTAL ADDITIONAL SERVICES FEES: $ <br />TOTAL DESIGN PHASE FEES . , . . . . . .. $ <br /> <br />01-Apr-04 <br /> <br />TOTAL <br />COST PER <br />WORK <br /> <br />345.00 <br />B20.00 <br />1,510.00 <br />1,510.00 <br />2,330.00 <br />1,310.00 <br />450.00 <br />300.00 <br />620.00 <br />309.00 <br />290.00 <br />290.00 <br /> <br />$ <br /> <br />10,075.00 <br /> <br />1,750.00 <br />1,040.00 <br />2;250.00 <br />2,590.00 <br />1,300.00 <br />640.00 <br />670.00 <br />1,380.00 <br />1.B80.0Cl <br />13,500.00 <br /> <br />3,390.00 <br />4,330:00 <br />2,590.00 <br />10,310.00 <br /> <br />33,885.00 <br /> <br />33,885.00 <br />460.00 <br />3,404.00 <br />37,749.00 <br /> <br />t <br />