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t�Tnt ,nt,er 7 J a9n
<br />Diesdau ed
<br />The Ciiy will perform the necessary street a,rd sewer work required in
<br />connection with the proposed, Ampovement i : ieing thr intent�on-bt,*drairi ,the propesed
<br />•
<br />subways into the 'ex is t ing sower,.
<br />The lfollo*jng est imate includes only
<br />that portion of the, work at the
<br />street intersect ions "to be . performed by the Railroad Company, , th expense of which will
<br />be pert' ormed by the ' Ra llroad Company,..th.e .experWtl' 6f which will be -Marne 75% lby' t ie
<br />Railroad Company and ;_)25% by; the 'City df South Bend,
<br />'
<br />Chapin Street;
<br />`
<br />Bridte Work ,: . • . • .. ,
<br />(7 tracks) f @
<br />50. $51 450.i0o
<br />"Temporary'Br•idges
<br />Equip. ]**Ate 1, f re ight, etc . , ', 2�j111
<br />oxnirs ex avat on A�2I e' 0
<br />'asots
<br />• 5* 145, 00
<br />8 3b . �
<br />r c.
<br />. - i r fl?,00,, 00'
<br />-
<br />Column Piers 217 e. y.
<br />8 �0
<br />� 40 � 0
<br />Pier Re inrorciment:- 20033 lbs.
<br />0.10 i2 003.00
<br />SO* 1 :548 tens
<br />.-----
<br />0 250. 137. 000. 00 -
<br />Slab-- concrete- 219 c. y.0
<br />60. 13,140.00
<br />Reinforcement orcement 23600 lbs.
<br />® .10 2.360, 00
<br />Waterproofing 6083 s. fA
<br />..75 4.562.`00
<br />Equip. Rental, Freight, & Storehouse Expense- 11.900:00
<br />` Employers ill Wab ti ty- 5' .` !
<br />15.400.'00
<br />M is c e 11ane aius Itamis --
<br />0'00. 00
<br />_ • •
<br />324.903, 00
<br />. Eng inee r ing & 'C oritirige no ie s - 10% 'Ps 497. 00 $3 22. 4 0 0 . 00
<br />- r-rr�rw
<br />- ,
<br />Carried :Fora 9357.400.00
<br />Brought Ford-
<br />$357.400.00
<br />Scott Street.
<br />Bridge Work.
<br />.(6,
<br />Temporary Bridge tracks) _ 840 Lf. ® 5.0.
<br />$42..000.00
<br />Equi ement rental frt. .*tQ.9
<br />4s20,4.00 r
<br />Masonry excavation 810 0. Y. @ 3.
<br />2.430. 00
<br />Masonry Inc. dra`inage,• abts . 1284 c. Y. ® 30.
<br />38.520. 00
<br />.: Column) P•iers.- 124 .c. y.r 4 40.
<br />4,.96o.00
<br />I; Pier Reinforcement 10650 lbs. @.10.
<br />19065.06
<br />Steel 404 t one -0 2504
<br />lol. 000. o
<br />Slab- Concrete 184 a. y. @. 60
<br />11:, 040. 00 :
<br />Re inforcement 19700 lbs. @ .10
<br />1.970. 00
<br />Waterproof ing n 5082 s.; f . 0 .75
<br />812.00
<br />.
<br />8quipment�rentaj�,,frt.'� Storehouse expenses
<br />'
<br />0,9240.00
<br />it it Employers Llab y -5� . _ L
<br />11.000.,OQ.,4:
<br />Miscellaneous Items,)
<br />2,200,00
<br />. •
<br />"'a • . 00 r .
<br />W
<br />Erg$ ineter1 ing & C.ont ingevo iea ,-110%
<br />231,263.:00 2-5.%.700Ott '
<br />Prairie Avenue.
<br />Bridge Work.
<br />Temporary Sr idles (8tricks )' 1320'' 1:`f. ®50. -M O60. 00
<br />Equipment rental, frt. 'etc'„
<br />69600.00
<br />Mae onry excava't i,bn 1674 c. y. @
<br />3. - 5: 022.b0
<br />Masonry, ins. brains e, abts.2€�64 c. y. C� 34.79.920.Oi,_.
<br />S .
<br />Cal_umn Piers 270 e. y. ®
<br />40. 10.800.00
<br />P isr Reinforcement 18700 lb. s @
<br />.10 1.870. 00
<br />Steel -` 691 -Tons. Q
<br />250-, 172.750.00
<br />_. _
<br />Slab -concrete 320 c. y. "
<br />60. 199.200, 00
<br />Reinforcement 115500 lbs.
<br />.10 3*550.00
<br />Wat#rproof in 6780 a.. f. 0
<br />.75 5.085.00
<br />Equip , r e ntil Frt .& Storehouse expense-
<br />14.910.00,
<br />Employers Liability- 5%
<br />- 19. 300. 00
<br />i Miscellaneous items
<br />3800.0
<br />. 408.607. 00
<br />Engineering & Contingencies
<br />10% ... 4� .00 ..f $449. 700.00
<br />
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