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7fi5
<br />Tu.uesdar Sept. 15.1925. Continued..
<br />The tracks -of the N.Y.C.R.R, Coi'will be.carried across the subways
<br />-at Ch iu St. , 060tt; St, , Prairie v' , Lafayette at. i Michigan and
<br />Bronebn' Ste. , Follows St.,
<br />ballast floor thru girder
<br />Sample St., Marietta St. ,
<br />bridges, waterprodfed and
<br />and High St'. on
<br />crete'abutments at the street lines, and on columns
<br />supported on con-
<br />at the curb lines
<br />or center lines or both, at Main St. on a
<br />supported as above, and at Miami St.
<br />ballasted
<br />floor I beau bridge
<br />and steel construction, as
<br />on a semipermanentbridge of timber
<br />indicated on the individual bridge plans.
<br />The City will perform the necessary street and
<br />in connection with the improvement, it being the intention
<br />sewer work.required'`
<br />to drain
<br />subways into the existing
<br />sewers.
<br />the
<br />The following estimate
<br />street intersections to be
<br />includes only
<br />performed by the
<br />that portion of the work at
<br />Railroad Company, the expense
<br />of which -.will be borne 75%
<br />Of South Bead.
<br />by the Railroad
<br />Company and 2 by the City
<br />Bridge Mork:
<br />Chapin St.,
<br />Temp.. bridges,,7 tracks
<br />Strut a'I steel
<br />1050 1. P. at
<br />623
<br />38.00
<br />391900
<br />Fxaav �+n
<br />taus at
<br />1460 C. Y. 't
<br />190.00
<br />4.00
<br />11$,370
<br />5,840
<br />Concrete, abuts & wings
<br />2697 C. Y. at
<br />22.00pie
<br />59,334
<br />8
<br />8einfors ;5� 1
<br />5 600 bs � s
<br />'. 08
<br />4,529
<br />Waterproofing
<br />7100 s.f. at
<br />0.76
<br />5,325
<br />Drainage
<br />4,550
<br />Equip.rental & work train service
<br />25,47_ 280,200
<br />►Scott. St.
<br />Temp, bridges, 6 tracks
<br />Structural steel
<br />852.T. P. at
<br />498 tons at
<br />38.00
<br />190.00
<br />32,376
<br />Exeavar:cn
<br />1130 C. Y. at
<br />4.00
<br />94,620
<br />4,620
<br />Concret's, abuts,& wings
<br />ttn "R
<br />1690 C. Y. at
<br />22.00
<br />37;180
<br />piers
<br />slabs
<br />264 C. Y. at
<br />"226 C. Y. at
<br />25.00
<br />38.00
<br />6,606
<br />81588
<br />Reinfpra jo'g -4toil
<br />Waterproofi
<br />45600 lbs at
<br />0.08
<br />3,648
<br />Drainage ng
<br />6000 s. f. at
<br />0.75
<br />4,500
<br />Equip. rental &work train service -
<br />41000
<br />19� 6 8 ' 215,700
<br />Prairie e
<br />Temp. bridges, 9 tracks
<br />'Structural
<br />1413 1, f. at
<br />38.00
<br />53,694
<br />steel
<br />Excavation
<br />902 tons at
<br />1916 C. Y. at
<br />190.00
<br />4.00
<br />171,330
<br />Concrete, abuts.& wings
<br />3590 C. Y. at
<br />22.00
<br />7,664
<br />78,98Q
<br />Mirn piers
<br />rr t► n n slabs
<br />396, C. Y. at
<br />360 C. Y. at
<br />25.00
<br />38.00
<br />9,9(i4
<br />Reinforcine steel 71800 lbs. at
<br />Waterproofing 10200 f.
<br />0.08
<br />13,680
<br />5,744
<br />Drainage
<br />s. at
<br />0.75
<br />7,650
<br />Equip. rental & work train service
<br />j
<br />4,850
<br />3.5^ ,25 388,800
<br />La Payette St.,
<br />Temp. bridges, 7 tracks
<br />i Structural steel
<br />1120 1. f. at 38.00
<br />694 tons at
<br />42,5.60
<br />Excavation
<br />1626 C. Y. at
<br />190.00
<br />4.00
<br />131,8i0
<br />6,504
<br />Concrete, abuta,& wings
<br />nK nn
<br />2230 0. Y. at
<br />22.00
<br />49,060
<br />piers`.
<br />nn »n
<br />slabs
<br />462 C Y. at
<br />290 C: Y. at
<br />25.00
<br />38.00
<br />I11550
<br />11,020
<br />Reinforcing steel 68400 lbs.. at
<br />0.08
<br />-5,472
<br />Waterproofing
<br />8400 s. f. at
<br />0.75
<br />6,300
<br />Drainage
<br />Equip. rental & tork train service
<br />4,20
<br />26,824_ 495.4,00
<br />Carried fwd.
<br />1,1800100
<br />
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