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dd Ind....... <br />dated 12 05.1 BID/PROPOSAL <br />CITY OF SOUTH BEND <br />Project Name: Three Twenty at the Cascade — Site Utilities <br />Project Number: 118-074 D <br />.___...... _.. _ .... <br />For Bids Due: December 11, 2018 <br />Contractor Name: :..:,HRP CONSTRUCTION INC. <br />DIVISION <br />B — SITE SANITARY SEWER <br />_._. <br />Item <br />No. <br />Description <br />Quantity <br />Unit <br />Unit Price <br />Total Amount <br />1 <br />8" PVC SDR 35 pipe w/ all fittings <br />installed complete <br />182 <br />LF <br />$ q . oD <br />$ �S5q.0c) <br />2 <br />6" PVC SDR pipe w/ all fittings <br />25 <br />LF <br />$ t¢ <br />$ '1 <br />installed complete <br />�.......�......�....._ <br />7. Oct <br />J, / S • Ov <br />Sanitary manhole VV V-1 and <br />_.. <br />__ <br />....... ... <br />3 <br />casting per details installed <br />1 <br />Ea. <br />$ 1 SLb. oD <br />$ <br />complete ...._�. <br />1,500-gallon grease interceptor w/ <br />......... <br />.. --.._. <br />...... <br />�.�......_ <br />4 <br />riser and castings installed <br />1 <br />Ea, <br />$ (.¢(, Doo. ov <br />1 $ L) I, 000• Do <br />com fete <br />5 <br />6" cleanouts per details <br />2 <br />Ea. <br />$ 3 5j, po <br />$ 700, oo <br />6 <br />4" cleanout per details <br />1 <br />Ea. <br />$ 8 4v. oD <br />$ 340. oo <br />7 <br />Core and boot existing manhole <br />1 <br />Ea. <br />$ 3, Soo. o o <br />$ 3, Soo. o 0 <br />9 <br />Final testing for Site Sanitary <br />1 <br />Ea- <br />$ <br />$ <br />Sewer <br />3,500.00 <br />3,So0.00 <br />10 <br />Maintenance of Traffic for Site <br />Sanitary Sewer work <br />$ a, Soo, o o <br />$ a Soc� . ov <br />11 <br />Item A on Plan C303: <br />a. Sawcut and remove (177) <br />. <br />......... <br />SY+/- asphalt pavement at <br />30 <br />Tons <br />$ o1Do• oo <br />$ Co, coo. 00 <br />Stephenson Mills S. Parkinarea <br />, <br />b. Replace (177) SY+/- asphalt <br />pavement at Stephenson Mills S„ <br />Parkin area: <br />1) 6" #53 RCP Base <br />60 <br />Tons <br />$ I So, o o <br />$ 4, 0M. D o <br />2) 2.5" Type II HMA Leveling <br />25 <br />Tons <br />$ ADD. DD <br />$ S, ODo. 00 <br />3) 1.5" Type II HMA Surface <br />�..... <br />15 <br />Tons <br />$ 3Co. oD <br />$ y, Sto o0 <br />c. Sawcut, remove and replace <br />20 <br />LF <br />........... <br />$ <br />$ <br />(20) LF of concrete curb & gutter <br />13d , Do <br />DIVISION <br />B TOTAL <br />$ QS� g-�q do <br />Version 7/20/2018 Contractor's Bid for Public Works - 9 <br />