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I W� <br />P i i Carried Forward <br />ra r e Avenue. <br />Bridge Work. - <br />Temporary Bridges (8 tracks') <br />1320 L.F. <br />C <br />Equipement Rental, Freight etc. <br />Masonry Excavations <br />1674 C.Y. <br />Mae. inc, drainage -abutments <br />2664 C.Y. <br />@ <br />Columm Piers <br />270 C.Y. <br />@ <br />Pier Reinforcement <br />18700 Lbs. <br />@ <br />Steel <br />691 tons <br />@ <br />Slab -Concrete <br />320 C.Y. <br />Reinforcement <br />35500 Lbs. <br />@ <br />Water proofing_ <br />6780 S.P. <br />@ <br />Equipment rentwl, Freight `& Storehouse expense <br />Add 10% for Engineering <br />& Contingencies <br />Lafayette Street: <br />Bridge work: <br />Temporary Bridges (6 tracks) <br />900 L.P. <br />@ <br />Equipement Rental, Freight etc., <br />Masonry Excavation <br />850 C.Y. <br />@ <br />bias. inc. drainage -abutments 1370 C.Y. <br />@ <br />Columm piers. <br />167 C.Y. <br />@ <br />Pier Reinforcement <br />14000 Lbs. <br />@ <br />Steel <br />570 tons <br />@ <br />Slab -Concrete <br />- 24O C.Y. <br />@ <br />Reinforcement <br />26000 Lbs. <br />@ <br />Waterproofing <br />63oo z.F. <br />Equipment Rental ,Freight & <br />Storehouse expense <br />Add 10% for Engineering & Contingencies <br />$25.00 <br />1.50 <br />9.00 <br />10.00 <br />.06 <br />200.00 <br />25.00 <br />.}06 <br />.35 <br />$341.600.o© <br />.$33v000.00 <br />3,300.00 <br />2,5ll.00 <br />23.976.00 <br />2.700.00 <br />19122. 00 <br />138,200.00 <br />8,000.00 <br />2,130.00 <br />2073. 00 <br />9.051.00 <br />226.363.00 <br />22,637.00 <br />$249.000.00 <br />25.00 <br />229500.00 <br />2,250.00 <br />1.50 <br />1,275.00 <br />9.00 <br />° 12.330.00 <br />10.00 <br />1, 67o. 0o <br />.o6 <br />84o.00 <br />200,00 <br />114.000.00 <br />25.00 <br />6.000.00 <br />.o6 <br />1,56o.00 <br />.35 <br />29205.00 <br />6,994.00 <br />171.6124.00 <br />MA Ira STREET. <br />B r idge Work. <br />Temporary Bridges (5 tracks) 825 L.F. ® 25.00 <br />Equipment Rental, Freight etc., <br />Masonry Excavation • 638- •c. Y. Q 1.50 <br />Mas. inc. drainage -abutments 1047 C.Y. @ 9.00 <br />• Columm Piers L44 C. Y. @ 10.00 <br />Pier Reinforcement 1330Q Lbs. @ .06- <br />Steel • 563 tons. @ 200.00 <br />Slab -Concrete, 265 C.Y. ® 25.00 <br />Reinforcement 24000 Lbs. @ .06 <br />Waterproofing 6270 S.F. @ .35 <br />Equipment rental, Freight & Storehouse expense <br />Add 10% for Engineering and Contingencies <br />kICHIGAN AND BRONSON STREETS. <br />° Bridge Work. <br />Temporary Bridges ( 3 tracks) 950 L.F. ® 27.00 <br />Equpment rental, freight etc., <br />Exgavatdion, Masonry , 143Q C.Y. @ 1.50 <br />Ma 4. it e. drainage -abutments 1700 C.Y. ® 9.00 <br />Columm Piers 310 C. Y. @ 10.00 <br />Pier Reinforcement 17500 Lbs*- @ .06--- <br />steel .745 Tons ® 200.00 <br />Slabeoncrete .265 C.Y. ® 25.00 <br />Reinforcement ° 26100 Lbs. @ .06 <br />Waterproofing • 84QO S. F. @ .35 <br />Equipment rental, freight & Storehouse expense <br />Add. 10% for Engineering & Contingencies <br />Total estimated cost of work to be done at <br />Street intersections by the New York Central Railroad Co. <br />17.176.00 <br />0188.800.0 <br />209625.00 <br />2,063.00 <br />957.00 <br />9,423.00 <br />1.440.00 <br />798.00 <br />•112.600.00 <br />69625.00 <br />1,440.'00 <br />2,195,00 <br />6 4 oo <br />81 .940.00 <br />16.460.00 <br />$181.400.00 <br />$25, 650.00 <br />2,565.00 <br />29145.00 <br />15.300.00 <br />39100.00 <br />1. 050, 00 <br />149.000.00 <br />6,625.00 <br />1,566.00 <br />2, 940.-00 <br />9.085.00 <br />219.027.00 <br />21.973.00 <br />241.000.00 <br />-1, 201.800.00 <br />