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BID/PROPOSALvi
<br />rr�
<br />CITY OF SOUTH
<br />BEND
<br />Project
<br />Name: Seitz Park Reconstruction Phase
<br />1'`h
<br />Project
<br />Number: 117-093Ale
<br />'
<br />For
<br />Bids Due: June 9, 2020
<br />480
<br />Contractor
<br />Name: Northern Indiana Construction
<br />Company Inc
<br />..........................................................................................................................................................�
<br />B-11
<br />Geofoam Lightweight Fill
<br />493..._._
<br />CYS
<br />145.00
<br />71,485.00
<br />B-12
<br />Pipe, Type 4, 6 in
<br />14
<br />LFT
<br />9.50
<br />133.00
<br />B-13
<br />Aggregates for Underdrains
<br />1
<br />CYS
<br />300.00
<br />300.00
<br />B-14
<br />Manhole, Saddle Structure
<br />1
<br />EACH
<br />14,360.00
<br />14,360.00
<br />B-15
<br />Casting, Type 4, Adjust to Grade
<br />..�....................___
<br />1
<br />EACH
<br />......... ........
<br />500.00
<br />....... ......... .....
<br />500.00
<br />B-16Water
<br />Service, North Riverwalk
<br />1
<br />EACH
<br />7,364.08
<br />7,364.08
<br />B-17J
<br />Gabions, Metallic Coated
<br />199
<br />CYS
<br />425.00
<br />84,575.00
<br />B-18
<br />Pneumatically Placed Mortar
<br />1320
<br />SFT
<br />65.00
<br />85,800.00
<br />B-19
<br />Pile, Steel Pipe, 0.5 inch, 12.75 inch
<br />400
<br />LFT
<br />60.15
<br />._.._.
<br />241060.00
<br />......._._.M.........._.......................
<br />B-20
<br />_....__.
<br />Dynamic Pile Load Test, 12.75 inch
<br />__._.... ..-__----
<br />2
<br />EACH
<br />5,000.00
<br />10,000.00
<br />B-21
<br />Structural Steel, Galvanized
<br />21,336
<br />LBS
<br />3.60
<br />76,809 60
<br />B-22
<br />Composite Concrete Slab
<br />................
<br />43
<br />......................
<br />CYS
<br />1,625.00
<br />69,875.00
<br />Concrete Topping Slab, Integral Color,
<br />93
<br />SYS
<br />15,810.00
<br />B-23
<br />Finish "A"
<br />170.00
<br />___... _
<br />Concrete Topping Slab, Integral Color,
<br />B-24
<br />Finish "B"
<br />--------------------------------------------
<br />151
<br />SYS
<br />140.00
<br />21,140.00
<br />B-25
<br />Concrete Walk False Joints
<br />.. ..............
<br />137
<br />LFT
<br />17.00
<br />2,329.00
<br />B-26
<br />Expansion Joint, Concrete Walk
<br />20
<br />LFT
<br />18.50
<br />370.00
<br />._. ...
<br />Type 5 Rail with Custom Infill Panel, 48
<br />M ............__.......
<br />71
<br />LFT
<br />B-27
<br />inch
<br />370.00
<br />26,270.00
<br />Type 5 Rail with Custom Infill Panel,
<br />40
<br />LFT
<br />385.00
<br />15,400.00
<br />B-28
<br />Custom Curved, 48 inch
<br />B-29
<br />Lichtinc Pole, 10 ft
<br />2
<br />EACH
<br />3,360.00
<br />6,720.00
<br />B-30
<br />Foundation, Lighting
<br />2
<br />EACH
<br />800.00
<br />1,600.00
<br />B-31
<br />Luminaire,Type L1
<br />2
<br />EACH
<br />3,350.00
<br />6,700.00
<br />B-32
<br />Handhole, Lighting
<br />1
<br />EACH
<br />650.00
<br />650.00
<br />B-33
<br />Schedule 80 HDPE, 2 inch
<br />130
<br />LFT
<br />6.60
<br />858.00
<br />B-34
<br />CresentLights Adjustments
<br />1
<br />LSUM
<br />1,000.00
<br />1.000.00
<br />B-35
<br />I Wire, 3#8, No 10 AWG, Solid Copper
<br />130
<br />LFT
<br />2.80
<br />364.00
<br />B-36
<br />Excelsoir Blanket
<br />108
<br />SYS
<br />8.64
<br />933.12
<br />B-37
<br />Shredded Hardwood Mulch
<br />6
<br />CYS
<br />145.00
<br />870.00
<br />B-38
<br />... .........
<br />Deciduous Tree 2.5 inch caliper
<br />1
<br />EACH
<br />850.00 _
<br />850.00
<br />.
<br />B-39
<br />Coniferous Shrubs, No. 3 Cont
<br />26
<br />EACH
<br />60.00
<br />1,560.00
<br />g-40
<br />Shrubs, No. 3 Cont.
<br />77
<br />EACH
<br />60.00
<br />4.620.00
<br />Version 4/2/2019 Contractor's Bid for Public Works - 10
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