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BID/PROPOSAL <br />CITY OF SOUTH BEND <br />Project Name: Historic Leeper Park Improvements — Bid Package 1 <br />Project Number: 118-010A <br />--- ------- <br />For Bids Due: April 18, 2019 <br />Contractor Name: Ancon Construction Co., Inc <br />30 <br />ASPHALT SURFACE <br />10.00 <br />TON <br />31 <br />ASPHALT ACK COATW WW <br />1.00 <br />TON ............. <br />32 <br />PCCP, 8 IN. (FOUNTAIN PLAZA) <br />338.00 <br />SYS <br />33 <br />SIDEWALK,CONCRETE,_ --- -,'" 4 IN, <br />...... <br />4,581.00 <br />SYS <br />34 <br />CURB RAMP, CONCRETE <br />. .......... <br />79.00 <br />SYS <br />35 <br />.. . ......... . ........... .... <br />DETECTABLE WARNING <br />62.00 <br />LFT <br />36 <br />CURB, CONCRETE, MODIFIED (ART NODES) <br />51.00 <br />LIFT <br />37 <br />.................. . . . . . . . . . . <br />CURB, CONCRETE, MODIFIED (HISTORIC STEPS) <br />39.00 <br />LFT <br />. . . ... <br />........................... <br />38 <br />CURBmAND GUTTER......._,. <br />CONCRETE <br />311.00 <br />LFT <br />39 <br />CURB, CONCRETE <br />75.00 <br />LFT <br />40 <br />. . .................................................. _. <br />FLUSH CONCRETE BAND <br />— <br />_T79_.00� <br />LFT <br />i __ <br />_741 . .........CAST"FRESTONE <br />BALL FINIAL <br />. ......... . .... <br />5.00 <br />......... <br />. EACH <br />42 <br />CAST LIMESTONE URN <br />8.00 <br />EACH <br />. .......... <br />44 <br />MULCHED SEEDING U <br />29,300.00 <br />SYS <br />45 <br />NURSERY SODDING ­­­­­­­­ . .............. <br />866.00 <br />SYS <br />.. . ... . . ... . <br />.............. <br />46 <br />. ............................................ . . _­ <br />FOUNTAIN AND EQUIPMENT INSTALLATION <br />. . ........ <br />1.00 mm <br />LS <br />47 <br />FOUNTAIN START UP AND INSTRUCTION <br />1.00 <br />LS <br />48 <br />_FOUNTAIN GRATE `AND 'FRAME ­ <br />1.00 <br />EACH <br />4 9 ­­­... <br />.. U - I - CK COUPLER <br />7—.06 ...................... <br />1fACH <br />50 <br />............... <br />BACKFILOW PREVENTER COVER <br />1.00 <br />LS <br />j K FOUNTAIN DRA—IN L1`N__E ----- <br />40.00 <br />LFT <br />52 <br />-- — --- ------ <br />4-9 24 IN DUCTILE IRON PIPE WITH GRANULAR <br />97.00 <br />LFT <br />BACKFILL <br />EXISTINGCATE WATER SPIGOT <br />1.00 <br />EACH ­.- <br />54 <br />CAP Pb—N-b"Niff _kffbW .... .............. . <br />1.00 <br />EACH <br />. ........ ... <br />55 <br />PIPE ENCASEMENT <br />1�0_.06 ....... . ......... <br />.... Cf _T <br />56 <br />................. . .... <br />CASTING, ADJUST TO GRADE <br />7.00 <br />EACH <br />... <br />............. <br />-.4. 8 1 N D I. -A M E_TE`R <br />MANHOLE,58 <br />2.00 <br />............... <br />3/4 IN WATERLINE <br />LFT <br />59 <br />... ... ... .... ....... . .... . <br />3/4 IN WATER LINE TAP WITH CORP. STOP <br />1.00 <br />EACH <br />I' <br />J­ <br />---- -------- <br />PLUMBING <br />� ­_­­­ L <br />i —00 <br />­­111111111111111­ <br />—L <br />.................... ...... .. . ................ <br />Version 1/17/2019 Contractor's Bid for Public Works - 55 <br />