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BID/PROPOSAL <br />0 W I #, <br />CITY OF SOUTH BEND <br />a <br />Project <br />Name: Historic Leeper Park Improvements <br />P P <br />-Bid Package <br />9 1 <br />N!h � ��, <br />Project <br />Number: 118-010A� <br />LQ <br />For <br />Bids Due: April 18, 2019 <br />a <br />Hlldg Construction Group, LLC <br />30 <br />ASPHALT SURFACE _ <br />......... <br />10.00 <br />- - <br />TON <br />....... <br />"a <br />? <br />31 <br />ASPHALT FOR TACK COAT <br />1.00 <br />TON <br />( <br />I ab <br />32 <br />PCCP, 8 IN. (FOUNTAIN PLAZA) <br />338.00 <br />SYS <br />w <br />[j,,, <br />33 <br />SIDEWALK, CONCRETE, 4 IN <br />4,581.00 <br />SYS <br />7 <br />0 3 <br />34 <br />CURB RAMP, CONCRETE <br />79.00 <br />SYS <br />�G <br />35 <br />DETECTABLE WARNING <br />.......... <br />62.00 <br />LFT <br />yL- ql <br />4 4 <br />36 <br />CURB, CONCRETE, MODIFIED (ART NODES) <br />_ <br />51.00 <br />LFT <br />— <br />37 <br />CURB, CONCRETE, MODIFIED (HISTORIC STEPS) <br />39.00 <br />LFT <br />CI <br />38 <br />CURB AND GUTTER, CONCRETE <br />311.00 <br />LFT <br />_ <br />39 <br />CURB , CONCRETE <br />75.00 <br />LFT <br />5q, 7 <br />40 <br />FLUSH CONCRETE BAND <br />179.00 <br />LFT <br />41 <br />CAST LIMESTONE BALL FINIAL <br />5.00 <br />EACH <br />^ION <br />Ir7 <br />1. <br />42 <br />CAST LIMESTONE URN <br />.. <br />8.00 <br />EACH <br />Q <br />10 <br />43 <br />EROSION CONTROL BLANKET <br />32.00 <br />SYS <br />�� <br />44 <br />�. <br />MULCHED SEEDING U <br />................��...._....................... w�.��� <br />29 3 0 00 <br />SYS <br />.. <br />45 <br />NURSERYSODDING <br />866.00 <br />SYS <br />V <br />moo? <br />46 <br />FOUNTAIN AND EQUIPMENT INSTALLATION <br />1.00 <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 />% <br />EACH <br />) 10 <br />50 <br />BACKF OW PR VENTER COVER <br />1.00 <br />LS <br />51 <br />3 IN. FOUNTAIN DRAIN LINE <br />40.00 <br />LFT <br />52 <br />4-8 24 IN DUCTILE IRON PIPE WITH GRANULAR <br />97.00 <br />LFT <br />BACKFILL <br />( 6-% <br />53 <br />_ <br />RELOCATE EXISTING WATER SPIGOT <br />.�....�........ ......._. <br />1.00 <br />EACH <br />ISq Q <br />��A <br />54 <br />CAP POND OVERFLOW <br />1.00 <br />EACH <br />55 <br />PIPE ENCASEMENT <br />80.00 <br />LFT <br />` 4 <br />56 <br />CASTING, ADJUST TO GRADE <br />7.00 <br />EACH <br />57 <br />. ....... <br />MANHOLE, 48 IN DIAMETER <br />2.00 <br />EACH <br />. <br />_.............. <br />3ql -10 <br />, <br />...... <br />3/4 IN WATER LINE <br />180. <br />LFT <br />q � <br />59 <br />3/4 IN WATER LINE TAP WITH CORP. STOP <br />_ <br />1.0000 <br />EACH�L <br />60 <br />FOUNTAIN PLUMBING <br />Version 1/17/2019 Contractor's Bid for Public Works - 55 <br />