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upr000001-098
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    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.

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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

    mgm ? L, A 3c R - f ESTIMATE TO ACCOMPANY FORM 30 OR G. M. O. „ - Sheet No ^ 1 _of_. £ sheets .ftC... Ifejt DEPARTMENT-I JL—:£i J^IiL-Pl VIstq n No. 5^3^jlj^^ SO $ 1917 » . ? ....igi . DESCRIPTION ^tlmatj|d eostto o over remainingnpr Inga,and_jplping water to upper and-cf _rnam pipe?line , Las Tegae^ MeTada^ ;:' Form 17-47—10M—5K5—DDD ITEM IF ANY CLASS OF MATERIAL OR LABOR IS CHARGEABLE | | TO BOTH R. & E. AND O. E. ACCOUNTS IT SHOULD NOT BE ENTERED AS ONE ITEM But IN TWO SEPARATE ifEMS QUANTITY UNIT. ;£ UNIT j P R ICE EX % AMOUNT LABOR AMOUNT MATERIAL DIVISION OF EXPENSE . ..V;: R 8ef E( ! : V || v'';V^;O., E. --1 8” Tit .Sewer Pipe 300 ft. ft. .. 1 14 l£ 4200 4200 Jg« « If ft 13400 ” ft ? e m & 1 i- 63000 63000 Cement 90 Bhl l. 4C kit 12600 12600 1 pe. 6x12-28 ROP 168 m M 23.e 0 It 3 86 386 1 m 6x18-84 144 " ft 22. OC i if 17 317 3Q | 8x8*18 7 780 7 ? n ; 21. m i if 15! 12 1518 84 i 2x8-15 m 518 * n 21« oc if 10 75 1075 12 7 2x8-12 .7 198 *t it 80. oc if 384 384 12 f 8x6-18 11 144 it 80. oc > if 888 288 1x6301 . 4000 7 it 28* oi 1 U 8300 8800 12 pc•8x6—12 B * Bed * 1144 S «? 23. oc i if 301 331 30 " 3x12-10 m 900 il it 27. oc t if 2430 24j30 K 1x6 OP SH Form Lumberl400 f n 10. oc 1400 1400 2x4 n mn n 600 tt 10. oc 600 600 ftt Old Gable, 3 SH~ 360 lft ft. ? • m 7: 20 720 mm 10a Common Bails 100# Owt 3. oc 8 ' 1 00 300 8d ” » 800# If 3. 00 8 i 00 600 6d |ll *f 50# ft 3;oc 8 160 lOo ?§•” Bound Iron 24 Lft. 22# i til ; 5. oc 8 i: 10 110 1 ^3 •J- Mesh Wire Screen I 7 Sft! sft. : ei| 2C 8 40 140 Hoya Gravel (loading) 40 Gy 1 • ? m 2£ 1Q< 50 S ? 1000 Trench Exoavation 500 S r m jj§ 500( DO 60000 Back Fill 600 n | e 2£ 125( )0 12600 lay pipe 1 2650 ft. . • 07 1851 50 18660 Const mot oo vers over springs i 440< )0 44000 Cleaning spi^s/ 60( >0 6000 6000 | Till across^ reservoir 190 ! Gy * 6C 95< )0 ; - % - . • ? ES ? T..?: | f M SK ? Saul material from road crossing On 1T&T HB ) | 153 TM 1. OC 153 )0 15300 153 U.T* - 1 Mile )! "? v : ;• ;j|. mxWm Switch engine f day switching J ? material to road crosslag • 001 ?0 3000 Add*1 team rental iak Ing men to work & distrihutin g mat*! 90' 30 9000 Use of tools Sfo ol j $i2( i0.5C 37 32 3762 Company freight charg BSi Pipe Los Angeles to las Veg :as 59 If.T. - 336.2 Miles 19836 TM . .c || 99 18 9918 Ihr; r l.San Pedro to las Teg ;as 12.1 H.T.- 363.3 Mi. 4396 TM .c n 81 98 2198 Hoya Gravel 60 I.T. - 68,7 Miles 4122 TM ?0 0£ 20 61 2061 Bent of equipment 62 50 625© Engineering 80 OO 80C0 Use of tools 3$ o i ‘ $80, ?00 2 to 240 Forwarded t TOTAL qi Sheet m. \ B m | 183l|0 117542 285142 165< DO