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Digital ID
man000170-044
Permalink
http://n2t.net/ark:/62930/d1j09z235
Details
Member of
Appraisal of LV water system
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Digitized materials: physical originals can be viewed in Special Collections and Archives reading room
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University of Nevada, Las Vegas. Libraries

J. M M O N T G O M E R Y ft C O . . I N C . E N G I N E E R S RESERVOIR NO, i Booster Pump Station Collection & Transmission Facilities ITEM Quan. Frame Bldg* concrete floor 3. f. 882 Excavation c. y. 34.3 Cone* foundation & pump house c. y. 32.1 1$ * STRUCTURAL TOTAL B*J0 Pump 12* L type S ea0 2 Worthington 500 gpm 6x4 40 HP ea. 1 1 PUMPS to t a l 36w C.IJP. B&S 1. f. 32 36* C. I. Tee BE ea. 2 36*xl8* C.I. Tee BE ea. 3 36*rJL2* C.I. Tee BE ea. 2 18*xl4“ C.I. reducer ea. 2 18"xl2* C.I. reducer ea. 3 12“x6" C.I. reducer ea. 1 14" C.I.P. B&S 1. f. 16 12“ C.I.P. B&S 1. f. 16 U " C.I. 90 deg. ell B&S ea. 2 14" W.I. F&S 2* long ea. 2 14“ valves, flgd. ea. 2 14" W.I. F&S 1*4" long ea. 4 14“ Dresser coupling ea. 2 12" W.I. F&S 1»V3" long ea. 4 12" Swing cheok flgd. ea. 2 12" Valve, flgd. ea. 2 12" C.I. F&S l»-8» long ea. 2 12" C.I. 90 deg. ell B&S ea. 2 36" Check valve flgd. ea. 1 36" Gate valve flgd. ea. 2 4" W.I.P. 1. f. 18 4" W.I. 90 deg. ells flgd. ea. -2 4“ Dresser couplings ea. 1 4-1/2" Dia. pressure ga. ea. 2 1/4" Globe valve ea. 1 3" W.I.P. 1. f. 3 3“ Relief valve ea. 1 1“ Air relief ea. 1 6" W.IJ5. 1. f. 15 6" Dresser coupling 6" C.I. L.R. 90 deg. ell, ea. 1 flgd. ea. 1 Aver • I M i Cost Price 6.5 5.00 4,410.00 6.5 2.00 69.00 6.5 30.00 1 5,442.00 6*5 5,000.00 10,000.00 6.5 1,650.00 iUfr.5Q.iQP $ 1 1 ,650.00 6.5 . 28.50 112.00 6.5 733.00 1,466.00 6.5 840.00 2,520.00 6.5 840.00 1,680.00 6.5 170.00 340.00 6.5 170.00 510.00 6.5 75.00 75.00 6.5 1.80 29.00 6.5 5.70 91.00 6.5 110.00 220.00 6.5 108.00 216.00 6.5 387.50 775.00 6.5 99.50 398.00 6.5 22.00 44.00 6.5 65.65 263.00 615 266.00 532.00 6.5 277.00 554.00 6.5 80,00 160.00 6,5 67.50 135.00 6.5 23.73 2,373.00 6.5 2,813.00 5,626.00 6.5 1.70 31.00 6.5 10.00 20.00 6.5 7.50 7.00 6.5 8,00 16.00 6.5 3.00 3,00 6.5 1.10 ' 3.00 6.5 27.50 27.00 6.5 16,50 16.00 6.5 2.80 42.00 6.5 10.75 11.00 6.5 25.00 25.00 (continued) 35 8 8 0 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 ‘B 8 8 E S S