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BID/PROPOSAL <br />CITY OF SOUTH BEND <br />Project <br />Name: Historic Leeper Park Improvements <br />- Bid Package <br />2 <br />". <br />Project <br />Number: 118-010B; <br />For Bids Due: October 22, 2019 <br />Contractor <br />Name: Northern Indiana Construction <br />Com <br />Inc. <br />30 <br />SIDEWALK, CONCRETE, 4 IN <br />281.00 <br />SYS <br />55„ <br />1,`,455.00 <br />31 <br />CURB RAMP, CONCRETE <br />�.._ <br />104.00 <br />....... <br />SYS <br />140. <br />14, 560.0 <br />32 <br />DETECTABLE WARNING <br />132.00 <br />LFT <br />45.50 <br />6,006.001 <br />33 <br />PCCP, 8IN. (TABLETOP RIVERSIDE) <br />_....._ <br />' 340.00 <br />SYS <br />76.80 <br />26,112.0 <br />34 <br />CENTER CURB, D, CONCRETE <br />34.00 <br />LFT <br />-�m <br />185.25.. <br />mm 6,298.50 <br />35 <br />.._ <br />CURB, CONCRETE <br />. ........ <br />289.00 <br />_�2._ <br />LFT <br />�. _�.r 11 . <br />�0 <br />36 <br />CURB AND GUTTER, CONCRETE <br />346.00 <br />LFT <br />55.00 <br />19r 030.0 <br />37 <br />CAST LIMESTONE RAILING <br />120.00 <br />LFT <br />495. <br />59,400.0 <br />38 <br />MULCHED SEEDING U <br />100.00 <br />SYS <br />15.90 <br />1,590.01) <br />39 <br />NURSERY SODDING <br />..... <br />204.00 <br />SYS <br />23.65 <br />4,824.6 <br />.......... <br />40 <br />GEOTEXTILES <br />117.00 <br />SYS <br />4.50 <br />526.5 <br />41 <br />CLASS I RIPRAP <br />117.00 <br />TON <br />_..... <br />10 <br />42 <br />12 IN STORM PIPE WITH GRANULAR BACKFILL <br />122.00 <br />LFT <br />85. <br />110 370.0 <br />r <br />........ <br />4 I N STORM BACKFILL <br />PIPE WITH GRANU�u <br />43 ...._ <br />�CONRET E)GRANULAR <br />_... <br />64.00 <br />LFT <br />1.....85. <br />11,840.0... <br />44 <br />24 IN END SECTION <br />1.00 <br />EACH <br />..... <br />_�.�......... ... ..... � <br />�._-......_...m <br />J).0... <br />_..........1_,500� <br />45 <br />CASTING, ADJUSTTO GRADE <br />3.00 <br />EACH <br />460. <br />0 . <br />1,380.0) <br />46 <br />INLET, M10 <br />5.00 <br />EACH <br />2300 <br />11,500.0) <br />47 <br />MANHOLE, 48 IN DIAMETER <br />1.00 <br />EACH <br />2,990 <br />2,990.01 <br />48 <br />RIVER OVERLOOK <br />1.00 <br />LS <br />53 250. <br />53 250.0 <br />49 <br />PILE, CONCRETE, STEEL SHELL ENCASED, 0.312 <br />IN, 14 IN <br />332.00 <br />LFT <br />70. <br />23r 240.0 <br />50 <br />36" DIAMETER DRILLED SHAFT <br />.. <br />205.00 <br />LFT <br />610.125, <br />050.0 <br />51 <br />RIVER OVERLOOK ELECTRICAL <br />__........ _ ....... <br />1.00 <br />LS <br />52 <br />6- BENCH, BACKED <br />4.00 _ <br />EACH <br />m,..85 .40 <br />7 401.60 <br />53 <br />ORNAMENTAL FENCE <br />83.00 <br />LFT <br />148.80 <br />12r 350.4 <br />54 <br />SHADE TREE, 3 IN CAL. <br />3.00 <br />EACH <br />660.00 <br />1,980.01) <br />55 <br />SHRUB, 3 GAL. <br />21.00 <br />EACH <br />72- <br />1,512.01) <br />56 <br />PERENNIAL, 1 GAL. <br />_._ <br />364.00 <br />EACH <br />17.55 <br />6,388.2 <br />57 <br />SOILAMENDMENT <br />14.25 <br />CYS <br />120. <br />1,710.0 <br />58 <br />SHREDDED HARDWORK BARK MULCH <br />15.00 <br />CYS <br />95. <br />1 425.0 <br />59 <br />STEEL EDGING <br />91.00 <br />LFT <br />14.50 <br />1 319.5 <br />Version 1/17/2019 Contractor's Bid for Public Works - 46 <br />