|
27
<br />SIDEWALK, CONCRETE, 4INCH
<br />765
<br />SYS,�g.bpq
<br />pgo.cx,
<br />28
<br />PAVEMENT, CONCRETE, a INCH
<br />90
<br />SYS
<br />29
<br />CURB, CONCRETE
<br />105
<br />LFT
<br />,6o
<br />3,Ll Sb
<br />30
<br />CURB, CONCRETE, MODIFIED
<br />123
<br />LFT
<br />3,7. 50
<br />f/, (v/.� • so,
<br />31
<br />ONE-WAY PERPENDICULAR CURB
<br />RAMP
<br />16
<br />SYS
<br />)t�.0o
<br />�,(oye.o2
<br />32
<br />DEPRESSED CORNER CURB RAMP
<br />9
<br />SYS
<br />lbS.00
<br />33
<br />RETAINING WALL, CONCRETE
<br />165
<br />LFT
<br />I �5y,po
<br />y/'Cq/0.0c:
<br />34
<br />PVC STORM SEWER PIPE, 27 IN
<br />336
<br />LFT
<br />� . oo
<br />r-/ 5 76,,
<br />35
<br />PVC STORM SEWER PIPE, 24 IN
<br />347
<br />LFT
<br />y0, 00
<br />/ 3 ggo, c)o
<br />36
<br />PVC STORM SEWER PIPE, 12 IN
<br />39
<br />LFT
<br />7.00
<br />1,US3,n0
<br />37
<br />PVC SANITARY SEWER PIPE, 12 IN
<br />485
<br />LFT
<br />a8.c�n
<br />i3,5fs'z,.nn
<br />38
<br />PVC SANITARY SEWER PIPE, 8 IN
<br />294
<br />LFT
<br />a3. 00
<br />v, 7Cod, tx
<br />39
<br />SANITARY MANHOLE, 4'0
<br />3
<br />EACH
<br />7Ccc . •-'
<br />j is t>c t,. .t
<br />40
<br />STORM MANHOLE, 4'0
<br />2
<br />EACH
<br />y ppp, oa
<br />y, Onr. cc,
<br />41
<br />STORM MANHOLE, 5'0
<br />3
<br />EACH
<br />42
<br />CATCH BASIN, 5-0
<br />1
<br />EACH
<br />7,gcn:co
<br />7,8tx•c ,
<br />43
<br />SANITARY SADDLE MANHOLE, 4-0
<br />2
<br />EACH
<br />sco,on
<br />15 oco. on
<br />44
<br />STORM SADDLE MANHOLE, 5'0
<br />1
<br />EACH
<br />ry pp, en
<br />7,50b. 00
<br />45
<br />CONNECT TO EXISTING STRUCTURE
<br />3
<br />EACH
<br />o6P. 00
<br />('p, Oeo. 00
<br />46
<br />SODDING, NURSERY AND TOPSOIL
<br />1,030
<br />SYS
<br />q,SO
<br />no
<br />47
<br />MULCHED SEEDING, AND TOPSOIL
<br />4,840
<br />SYS
<br />3 CIO
<br />4B
<br />MULCH RESTORATION
<br />8
<br />CYS
<br />/-5, 00
<br />49
<br />IRRIGATION, REPAIR
<br />1,030
<br />SYS
<br />3. 38
<br />13 ry8l. cl0
<br />50
<br />LANDSCAPE EDGING, REPAIR
<br />30
<br />LFT
<br />�j. cc
<br />51
<br />COPPER WIRE
<br />305
<br />LFT
<br />C/,So
<br />52
<br />CONDUIT, PVC, SCHEDULE 60,0 DIA
<br />305
<br />LFT
<br />TOTAL BID
<br />'190, san.00
<br />Bidder(Firm): HRP CONSTRUCTION INC.
<br />Address: 5777 Cleveland Road, P.O. Box 2QU
<br />City/State/Zip: South Bend, IN 46634-lephon
<br />(Printed Name of Person Signing)
<br />Version 10/18/2016 Contractors Bid for Public Works - 8
<br />
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