Skip to main content

Search the Special Collections and Archives Portal

upr000335 57

upr000335 57
Download upr000335-057.tif (image/tiff; 26.87 MB)

Information

Digital ID

upr000335-057

Permalink

http://n2t.net/ark:/62930/d1ww79j1x
Details

Member of

Las Vegas, Nevada - water facilities

Rights

This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

Digital Provenance

Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

Publisher

University of Nevada, Las Vegas. Libraries

Form 30— 1 (First Sheet) C. S. 9-17-30.000'---- U W O R K O R D E R A U T H O R IT Y — Detail of Estim ated Expenditures UNITED STATES RAILROAD ADMINISTRATION ' — 6.—McAdoo, Director General of Railroads.---------------------------- Los Angeles & Salt Lake Railroad hog A n g e la s , Qot* 23 191 8 SHEET 2____O F — 8_____ SHEETS Maiatsnaacs of Way------ d e p a r t m e n t ____ Los Angelos__ d i v i s i o n LO C ATIO N AN D D ESC R IPTIO N O F W O R K VBtlAS* HE7ADA. Las Yogas Pipo Xiao Cost of 16" vitrified pipe lias from reservoir to northerly side of Yard* no.196s Rev* i G eneral S upt.’s ______ .No..___ _ I Su pt. o f M . P. & M .’ s N o. ' .. ' C h ie f E ng in e e r’s _____ N ri."-. • V , BBgr. M. of W.n 0.17-82__ | Revised. D E S C R IP T IO N * Q U A N T IT Y U N IT U N IT COST LABOR | M A T E R IA L TR AN S­PO R T A T IO N CHARGES | T O T A L C H A R G EAB LE T O j INVESTMENT ACCOUNT OPERATING • EXPENSES Brought Forward from Shoot Ho* 2 297*01 11 092*IS 11 319*92 69*24 How Line to Water Stand Pico & Ooaoh Hvdrants: 8" -#461 Flanged Gate Valve 1 Ea 32 #15 32*1S 32*15 8” Std.C.I. Flange 2 19 3*18 6*3 91 6.32 i 8M * 6”x8" Std. Flanged fee 6" and te he drilled 6"0.C.Cas*g: i tt 14*81 14*83. 14*81 8" Std* W.I. Pipe 58 Ft, 1*96 113*61r 113*68 8" H Flange 1 Ea 6*88 6*84i 6*88 6" O.X).Casing 1661*3H C*Ft 104*385 1733*84 1733*84 6” O.D.Oasing Flange 1 Ea. 3*97 3*91> 3*97 6" O.D. " Flanged Union 1 It 4*46 4.46 4*46 6"x3 O.D.Std. fee 1 i t 5*80 5,80 5*80 6** O.D.Casing Ells 2 tt 2*745 5*49 5*49 6M O.D. 4" Std* fee 1 t» 5*31 5.31 5*31 g t t t t I I 3* K tt 2 t t . 7*965 15*99i 15*93 g t t H t t J t t t t It 12 t» 3#4i53 41*44 41*44 Install Hew Coach Lint no Hrs* •271 30*25 30*25 * Hydrants 85*4 C» •27§ 23*49 23*49 Mi sc. Labor -Sundry Ratings 138*40 138.40 Connection at Power He». 8” -#461 Flanged Gate Valve 1 Ea. 32*14 32.14 32*14 8" Std. C.I. Flange 1 It 3*16 3*lf 3*16 8" ” ** "Sord Ells 3 It 4*40 13.20 13*20 »» » Bile Pipe £t» ft t# If 25 Ft* 1*96 49*00 49*00 18* 9* It •76 14*26 14.26 8* " Sod. 45 dog. Ell 1 Ea 5*54 5*54 5.54 44«» t»» "« FCl.Ia.n gEeldl sunioi 31 fitt 1**47484 21*.3494 21**3454 5Mx5Mx4rtx2 « Cross 1 n 11*72 11.7i n*72 6M -#471 Flanged Gate Valve 1 tt 46*16 46.14 46*16 Labor Installing Countetions to Existing Mains 17.75 gf 17*75 Carried Forward t< 1 Shoot Ho 1 # 4 i ? ! 506*90 13 261*2< 13 681*11 86*99