|
27
<br />SIDEWALK, CONCRETE, 4 INCH
<br />765
<br />SYS
<br />28
<br />PAVEMENT, CONCRETE, 8 INCH
<br />90
<br />SYS
<br />29
<br />CURB, CONCRETE
<br />105
<br />LFT
<br />3a, So
<br />3, L4 ia. Sb
<br />30
<br />CURB, CONCRETE, MODIFIED
<br />123
<br />LFT
<br />3.7. 6C
<br />41,
<br />31
<br />ONE-WAY PERPENDICULAR CURB
<br />RAMP
<br />16
<br />SYS
<br />) , eb
<br />d 4290, op
<br />32
<br />DEPRESSED CORNER CURB RAMP
<br />9
<br />SYS
<br />33
<br />RETAINING WALL, CONCRETE
<br />165
<br />LFT5c/,[>v
<br />34
<br />PVC STORM SEWER PIPE, 27 IN
<br />338
<br />LFT
<br />Sx, p�
<br />, y 57ln.on
<br />35
<br />PVC STORM SEWER PIPE, 24 IN
<br />347
<br />LFT
<br />yb, oo
<br />j3 9-'so, t>n
<br />36
<br />PVC STORM SEWER PIPE, 12 IN
<br />39
<br />LFT
<br />'7. 00
<br />1, 0b3,o0
<br />37
<br />PVC SANITARY SEWER PIPE, 12IN
<br />485
<br />LFT
<br />ag,00
<br />/3,6ye. 00
<br />38
<br />PVC SANITARY SEWER PIPE, 8 IN
<br />294
<br />LFT
<br />�, 00
<br />v,'J&a. ex)
<br />39
<br />SANITARY MANHOLE, 4-0
<br />3
<br />EACH
<br />7 c'or . '
<br />prc,. e o
<br />40
<br />STORM MANHOLE, 4'0
<br />2
<br />EACH
<br />y eo", eD
<br />y, oe)e, cc)
<br />41
<br />STORM MANHOLE, 5'0
<br />3
<br />EACH
<br />J fie, e c
<br />d( S c eao
<br />42
<br />CATCH BASIN, 5-0
<br />1
<br />EACH
<br />78cn:oa
<br />/,8cx.no
<br />43
<br />SANITARY SADDLE MANHOLE, 4-0
<br />2
<br />EACH
<br />7, 6ec),ocl
<br />/S, eco. oa
<br />44
<br />STORM SADDLE MANHOLE, 5'0
<br />1
<br />EACH
<br />11moo, on
<br />1,Soo, 00
<br />45
<br />CONNECT TO EXISTING STRUCTURE
<br />3
<br />EACH
<br />ceo. on
<br />(o cco. 00
<br />46
<br />SODDING, NURSERY AND TOPSOIL
<br />1,030
<br />SYS
<br />�,p
<br />p/,y8 ,op
<br />47
<br />MULCHED SEEDING, AND TOPSOIL
<br />4,840
<br />SYS
<br />3 clo
<br />/89c � yeo, oo
<br />48
<br />MULCH RESTORATION
<br />8
<br />CYS
<br />CS, oo
<br />ltoc. o0
<br />49
<br />IRRIGATION, REPAIR
<br />1,030
<br />SYS
<br />3,38
<br />13 78/ N0
<br />50
<br />LANDSCAPE EDGING, REPAIR
<br />30
<br />LFT
<br />Cj, ob 1
<br />-�.70, pp
<br />51
<br />COPPER WIRE
<br />305
<br />LFT
<br />qsr
<br />/,.37,?.60
<br />52
<br />CONDUIT, PVC, SCHEDULE 80, 2- DIA
<br />305
<br />LFT
<br />911.
<br />d,S9a,w
<br />TOTAL BID
<br />Bidder (Firm): 5RP CONSTRUCTION IN
<br />.19d, 5o0.00
<br />Address: 5777 Cleveland Road- P.O. Box 266
<br />City/State2ip: South Bend, IN 4663-6IephoneNumber: 271--7800
<br />B
<br />(Signal e)
<br />Matthew D. Cain, President
<br />(Pdnled Name of Person Signing)
<br />Version 10118/2016 Contractor's Bid for Public Works - 8
<br />
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