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r72 <br /> FORCE MAIN 16" PVC - STRUCTURE No.? 646+40 RT LOCATE 8 POTHOLE - DIRECTIONAL BORE F.M. (200) UNDER <br /> PROPOSED DRAINAGE STRUCTURE(S) - 2 $63,340,00 <br /> WATER MAIN 8" PVC - STRUCTURE No.? 647+78 LT SEE 68 <br /> $0.00 INCLUDED IN 68 ABOVE <br /> WATER MAIN 12" D.I.P. - STRUCTURE No.? 647+78 RT SEE 69 <br /> $0.00 INCLUDED IN 89 ABOVE <br /> 73 FORCE MAIN 16" PVC - STRUCTURE No.? 647+78 RT SEE 70 <br /> $0.00 INCLUDED IN 70 ABOVE <br /> 74 WATER MAIN 8" PVC - S-504, S-403 647+85 RT SEE 68 <br /> 649+00 LT <br /> $0.00 INCLUDED IN BS ABOVE <br /> 75 RESETVALVES PROJECT 141 VALVES 0 $200 <br /> $28 200.00 <br /> 76 MISC. WATER SERVICES PROJECT 20 @ $1000 <br /> $50000.00 <br /> 77 ADDITIONAL STUB-OUTS PROJECT 6 0 $15400 <br /> $90,000,00 <br /> 78 MOT PROJECT <br /> $40,000.00 <br /> 79 MOBILIZATION PROJECT <br /> $60,000,00 <br /> SUBTOTAL <br /> $331540.00 <br /> TOTAL $20171120.00 <br /> 10% CONTINGENCY $201 ,712.00 <br /> GRAND TOTAL S 218 832.00 <br /> NOTES <br /> 1 , THERE MAY BE EXISTING WATER SERVICES AND WATER METERS IN THE RIGHT OF WAY THAT HAVE NOT BEEN IDENTIFIED. <br /> (ASSUME 20) <br /> 2, HIGHLAND DRIVE-EXISTING WATER MAIN 8 FORCE MAIN ON EAST SIDE MAY BE IN CONFLICT WITH PROPOSED MAST ARM. (SEE 3B, <br /> 3C) <br /> 3, HIGHLAND DRIVE-EXIS11NO Z" WATER SERVICE RUNS NORTH/SOUTH ON WEST OF SR5, MAY BE WITHIN PROJECT AREA, <br /> 4. REQUEST THE ENGINEERING CONSULTANT TO BE AWARE OF VALVE PADS THAT MAY LIE WITHIN THE CURB AND WHERE <br /> PRACTICAL ADJUST ROADWAY TO AVOID. (SEE 75) 1 <br /> 5, REQUEST THAT VALVES PADS BE RAISED TO PROPER ELEVATION AT TIME OF PAVING. IRC DEPARTMENT OF UTILITY SERVICES <br /> WILL PROVIDE GPS LOCATIONS. (SEE 75) <br /> 6, THE EXISTING FORCE MAIN AND WATER MAIN WILL BE UNDER PAVEMENT WHEN CONSTRUCTION IS COMPLETE. STUB-OUT PIPING <br /> FOR FUTURE MUST BE PROVIDED. THOSE LOCATIONS WILL BE IDENTIFIED AND FORWARDED. <br /> 7OF7 <br />