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SCHEDULE OF BID PRICES <br />All Bid items, including lump sums, unit prices and alternates (if any), must be filled in completely. <br />Bid items are described in Section 01 1100 (Summary of Work). Quote in figures only, unless <br />words are specifically requested. <br />BID FORM 004113-2 <br />Estimated <br />Item <br />Description <br />Quantity <br />Unit <br />Unit Price <br />Total Item Cost <br />1 <br />Mobilization, <br />demobilization, traffic <br />control, construction <br />layout, notifications, <br />surface restoration, <br />1 <br />LS <br />$ 190,000.00 <br />$ 190,000,00 <br />NPDES & other <br />incidentals (Maximum 5% <br />of the Total Base Bid, <br />Items 1 through 18) <br />Z <br />Sheeting, shoring and <br />bracing for all trenching <br />and excavation work in <br />1 <br />LS <br />$ 200,000.00 <br />$ 200,000.00 <br />accordance with California <br />Labor Code Section 6707. <br />3. <br />42" Diameter PVC SDR <br />1720 <br />LF <br />$ 2,000.00 <br />$ 3,440,000,00 <br />26 Pipe <br />4 <br />8" Diameter PVC SDR 26 <br />375 <br />LF <br />$ 500.00 <br />$ 187,500.00 <br />Pipe <br />5. <br />Install New Sanitary <br />Sewer <br />10 <br />EA <br />$ 15,000.00 <br />$ 150,000.00 <br />Manhole <br />6. <br />Remove and Replace <br />2 <br />EA <br />$ 14,000.00 <br />$ 28,000.00 <br />Existing Manhole <br />7. <br />Remove and Dispose <br />Existing Sanitary Sewer <br />3 <br />EA <br />$ 2,000.00 <br />$ 6,000.00 <br />Manhole <br />8. <br />Rehabilitate Existing <br />16 <br />EA <br />$ 5,000.00 <br />$ 80,000.00 <br />Manhole <br />9. <br />Sanitary Sewer Manhole <br />3 <br />EA <br />$ 2,000.00 <br />$ 6,000.00 <br />Wall Repair <br />10. <br />Sanitary Sewer Manhole <br />Invert and Bench Repair <br />2 <br />EA <br />$ 2,500.00 <br />$ 5,000.00 <br />and Modification <br />11, <br />Install New 6" Sanitary <br />Sewer Lateral and <br />Cleanout to Sanitary <br />1 <br />LS <br />$ 10,000.00 <br />$ 10,000.00 <br />Sewer Main (1135 <br />Veterans Blvd.) <br />BID FORM 004113-2 <br />