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<br /> TABLE V-A I <br /> ALTERNATIVE A-I' COST FA<;;TIMATE' PVC PIPE MAIN LINE I <br /> MUTUAL MESA LATERAL, PHASE 1 <br /> BID SCHEDULE I <br />BID SPEC <br /> UNIT <br />ITEM WORK NQ. QIY. illIII PRICE AMOUNT I <br />1 Structure Removal 3 1 Job xxx $ 60,000 <br />2 Mobilization 8 1 Job xxx 40 000 I <br />3 Abandoned Ditch Backfill 23 9,000 C.Y. 5 45.000 <br />4 Trench Overexc. Backfill 23 2,500 C.Y. l2 30,000 I <br />5 Concrete Inlet, Trsh.C1n.Str. 31 1 Job xxx 20 000 <br />6 Concrete Control Valve Str. "AIf & UBlt 31 1 Job xxx 25 000 I <br />7 Concrete Takeout Strs. 31 18 Ea. 4,000 72,000 I <br />8 R/C Meter Pits, 24 In. - 36 In. 42 5 Ea. 300 1,500 <br />9 24 In. PVC Pipe, 100 Psi. 45 110 L.F. 32 3,520 I <br />10 27 In. PVC Pipe, 100 Psi 45 225 L.F. 42 9,450 <br />11 30 In. PVC Pipe, 100 Psi 45 8,036 L.F. 52 417,872 I <br />12 2 In. to 6 In. PVC Pipe 45 465 L.F. 9 4 185 <br />13 8 In. to 12 In. PVC Pipe 45 100 L.F. 18 l800 I <br />14 Water Control Gate, 30 In. 71 1 Ea. 3,500 3,500 <br />15 Trash Rack 81 1 Ea. 7,000 7,000 I <br />16 Flow Meter, 20 In. 204 I Ea. 5,500 5,500 <br />17 Butterfly Valves, 20 In. 204 3 Ea. 5,000 15,000 I <br />18 Butterfly Valves, 3 In. to 4 In. 204 26 Ea. 300 7,800 <br />19 Butterfly Valves, 6 In. to 10 In. 204 12 Ea. 450 5,400 I <br />20 Angle & Globe Valves, 2 In. 204 6 Ea. 200 l,200 <br /> I <br />21 Air Valves, 2 In. to 4 In. 204 32 Ea. 400 l2,800 <br /> Sub-Total: $ 802,027 I <br /> 10% Construction Contingency: $ 80,203 <br /> Construction Cost: $ 882,240 I' <br /> 5 % Administrative/Legal, etc.: $ 40,100 <br /> TOTAL ALL COSTS: $ 922,430 I <br /> V-12 I <br />