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upr000274 191

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upr000274-191
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    IQ S MG-ELES AND SAIT LAKE RAILROAD COMPANY Sheet 1 Property embraced in Contract Audit No. 7322 L .A . , with the Las Vegas Land and Water Company j J ; ’ - </ A - Additions B 3 Betterments * tt O rig in a l cost 'to date o f property • • Class and size o f pipe in place as o f December 31 t_19_*49. • • •• 5 No. o f • Investment Recorded : Estimated amounts : Total : Date ? W.O. No. : Size •• Kind ! Units : u n its . : cost amounts :Unit p ric e : Total ? : o r ig in a l cost $ $ $ 1 .$ 1936 68*4 2*4" T ran sits l . m 977 6 ,001. *40 A 6,001.*40 6 ,001. *40 19*46 3180 2*4" H H *400 5,358.66 A 5,358.66 U 5,358.66 19*46 3180 2*4" H II 5.931.**! B 13. *40 6,083,60 f r * 6,083.60 Total 1831 17.291.1*7* 11,360.06 6 .083.60 17,*4*43.66 19*42 2013 20" n L. Ft. 330*4 2 6 . 761.S 3 A 2 6 , 761.83 2 6 , 761.83 19*42 2029 20" 11 ____Z2 _ 872.71 A ____ — 87.?J1. Total 3376 27.63*4.5*4 ' 2 7 , 63*4. 5*4 27.65**.5** ? 19*42 2013 IS " H L. Ft. 687 5,163.12 A 5,162,12 5 ,162.12 19*46 3180 IS" 11 it 166 -Ii.a3.t02, A -U 2 L L 9 2 . .1 ^1 3 ,0 9 . T otal 853 6,675.217 6.675.31 6.675.21 1936 68*4 16" H L, Ft. 3607 1 .L 5 9 M 2 B *4.02 1*4.500.1*4 1*4,500.1*4. 19*46 3180 1*4" B I*. Ft. 219 1 , 330.78 B 6. *43 1,*408.17 1,*408.17 19*49 *4261 1*4" B 11 . 55Q. ‘*?985.02 A ‘*?985.02 *4,985.02 Total 769 6,315.801 ‘*?985.02 1 ,*408,17 6,393.19. 1936 68*4 12" 1 L, Ft. 1280 2, *416. 38 A 2,1416.38 2, *416.38 19*42 1815 12" 1 11 17*4 636.36 A 636.36 636.36 19*46 3180 12" f H - A 3,58*4.02 B lt.0 0 5 , 776.00 3.776.00 Total 2398 6,636.76^ 5.052.7** 3 , 776.00 - 6,828.7*4 19*42 1815 2*4" Welded Steel L. Ft. 95*4 *4,622.07 B 6.02 5,7*43.08 5,7*43.08 1911 1053 12" R einf. Concrete R 1217 1,083.96 A -1:083,26 1.083.96 1929 82*48 36" Cast Iron L. Ft. *41 2,8*4*4.36 A 2 ,8*4*4.36 2,8*4*4.36 19*42 2013 36" « " S.H. R 12 118.07 A 118.07 118.07 19*46 3180 36" II H 1 16 569.55 A 569.55 369.55 Total 69 3,331.98 .3 ^31,.28 r‘. 3,331.98 1929 82*48 2*4" Cast Iron L. Ft. 578 11,120.85 A 11,120.85 11,120.85 1929 8577 2*4" II H r 9092 61,098.56 A 61,098.56 61,098.56 1936 68*4 2*4" 11 n R 85 235.98 A 235.98 235.98 19*46 3180 2*4" II R B 10697 155,955.86 A 155.953.86 153.933.86 20*452 226.389,25 226,389.25 fo ta l 226,389.25