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L24 Tuesday, June 17th. 193011 <br />Estim�te of work to be done by New York Central Railroad Company is as follows: <br />Grading <br />Zmbankim nt <br />31 P000 CY <br />a <br />1.25 <br />38 P 750, <br />Subway excay.on <br />right of way <br />139000 Cy <br />0 <br />1.25 <br />160250. <br />Bridge wcrk - Uivision <br />St. <br />2 temporary bridges <br />760 L. Fe <br />a <br />4:0.00 <br />30$400, <br />Foundation exca.v*tion <br />51100 CY <br />a <br />2.00 <br />I0S200. <br />Cone. substructure- <br />59200 CY <br />a <br />17.100 <br />88#400, <br />slab <br />420 CY <br />a <br />26.00 <br />101920. <br />Otructural.steel <br />I 240#Tons <br />a <br />140.99 <br />1730600. <br />Reinforcing steel <br />115$000 lbs <br />0106 <br />769900. <br />Waterproofing <br />179000 SF <br />c <br />160 <br />101200. <br />Drs. inage <br />71400. <br />Penel f aced forms <br />61000 SF <br />0 <br />.50 <br />39000. <br />Work train service <br />485006 <br />Bride ,Mork - Cherry Street <br />grack. <br />120 <br />Support <br />L. F. <br />0 <br />35.00 <br />4$200. <br />Reinforced concrete <br />470 CY <br />a <br />22.00 <br />I0t340. <br />Reinforcing steel <br />32.700 lbs <br />a <br />0.06 <br />1 962. <br />structural steel <br />13 tons <br />Q <br />100.90 <br />I,300. <br />Excavation <br />21230 CY <br />a <br />2.50 <br />515750 <br />fill <br />960 CY <br />a <br />1.50 <br />11440. <br />,Back <br />Waterproofing Top <br />19440 S. F. <br />a <br />40 <br />576. <br />WaterpPoofing Sides <br />42800. S.'F. <br />a <br />10 <br />480. <br />Handrail <br />200 L.F. <br />Q <br />3.50 <br />700. <br />Paving <br />960 S. F. <br />@ <br />.30 <br />__288. <br />269861. <br />Track f4crk <br />Main Line <br />Take up trk relay <br />on temp bridges <br />760 L. V. <br />a <br />0.90". <br />684. <br />Throw trk0l to 51 <br />4660 L.F. <br />a <br />1.50 <br />6$990. <br />" . offer 51 <br />710 L.F. <br />0 <br />1.50 <br />IP065. <br />Take UT P Trk <br />9400 L. F. <br />a <br />.50 <br />49700. <br />Lay Maln.Track <br />5600 L. F. <br />(a <br />1.50 <br />89400i <br />Lay Side track <br />3500 L.F. <br />0 <br />1*25 <br />49375. <br />Raise & surface <br />Of-2' <br />5000 L.F. <br />a <br />2.00 <br />10$000. <br />Raise & surface trk <br />un d- r new traffic <br />Of to I 1 <br />8000 L. F., <br />(a <br />2.00 <br />160000. <br />Raise & surface trk <br />under traffic <br />I'to 21 <br />6200 L. F. <br />C <br />2.00 <br />121,400. <br />Raise 8c surface trk <br />under tra ff is <br />2' to V <br />5000 L.F. <br />0 <br />4.00 <br />20V000O <br />Raise & surface trk <br />under traffic <br />3' to 4' <br />3600 L. F. <br />a <br />4.00 <br />14,400. <br />Take up & relay #16 <br />rosssover 3 ea <br />a <br />800.00 <br />2,400 <br />Take up & relay #10 <br />turnout 4 ea <br />0 <br />500.00 <br />21000. <br />Take up & relay h16 <br />turnout I ea <br />e <br />600.00 <br />600. <br />Temp. #16 turnout <br />3 ea <br />0 <br />1800.00 <br />59400. <br />Temp, #16 crossover <br />I ea <br />Q <br />3600.00 <br />3$600. <br />Take up trk & relay <br />on perm bridges <br />1400 L. F. <br />a <br />1.50 <br />2VI00 <br />Ties <br />4000 each <br />0 <br />2 15 <br />89600: <br />Fastenings <br />6000 L. F. <br />a <br />:30 <br />I.800i <br />Ballast Rock <br />13$400 CY <br />a <br />2.20 <br />291480. <br />Ballast Gravel <br />251000 CY <br />a <br />I000 <br />2,0000 <br />Temporary Track <br />19900 L. F. <br />a <br />6000 <br />112400 <br />M. C. Connection <br />Take up trk <br />29200 L. F. <br />(9 <br />0.40 <br />880, <br />T. Ore% t ra c k <br />12800 L. F. <br />0 <br />1.25 <br />21,250. <br />Take u-D -, relay turnouts <br />I each <br />CU <br />300.00 <br />300. <br />Raise Industrial Tracks <br />01 to 21 <br />It700 L. F. <br />(a <br />I.00 <br />1 700. <br />Raise Industrial Tracks, <br />21 to V <br />400 L. F. <br />(a <br />2.00 <br />800. <br />Raise track under <br />traffic, 0' to 11 <br />29650. L. F. <br />0 <br />2.00 <br />5$300. <br />Raise track under <br />traffic P to 21 <br />If920 L. F. <br />0 <br />2.00 <br />3,840. <br />Raise track under <br />traffic$ 21 to 3' <br />19600 L. F. <br />0 <br />4,00 <br />6,400. <br />Raise track under <br />traffic, 31 to 41 <br />10200 L. F. <br />a <br />4.00 <br />4t800. <br />Eaise track und, e r <br />traffic <br />over 4' <br />820.1'. F. <br />a <br />6.00 <br />41920. <br />Ties <br />2,000 ea <br />0 <br />2.I5 <br />41300.- <br />551000. <br />345$520, <br />269861. <br />1689394, <br />0 <br />• <br />0 <br />0 <br />�j <br />0 <br />9 <br />