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upr000216 56

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upr000216-056
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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

    H i M B i t l l l i l l l l l l l i s®*- Union Pacific Railroad Co. Los Angeles, California -2- January 10, 1946 2. Cont‘d 0ccunation Hourly Rate Mortarman 1.125 Oiler 1.125 Pipefitter 1*725 Plumber Foreman 1*975 Plumber 1*725 Power Tool Operator 1.125 Reinforced Ironworker Foreman 1*75 Reinforced Ironworker 1.50 Rodman 1.25 Steamfitter 1*725 Truck Driver Foreman 1*175 Truck Driver 1.05 Tamper 1.125 Vibrator Operator 1.125 Watchman 1.00 If there are any increases in the above rates during the progress of the work, or if we are obliged to work additional hours in order to hold labor, any additional costs so incurred shall be added to the guaranteed figure. 3. Our proposal contemplates constructing the 24-inch line in three sections, and after testing each section to backfill the trench. If for any reason it is necessary to keep additional trench open' throughout the construction, the added cost of watchman service, / protection lights, and the additional cost of maintenance of temporary roadways and detours shall be added to the guaranteed y figure. 4. As set forth in our proposal of September 21st, excavating and backfilling of trenches is based upon dry excavation except in the immediate vicinity of the pump house site. If water is en­countered in the excavation, this will require pumping, shoring and other unforeseen expense and will necessarily increase the cost of pipe laying and we will, therefore, expect to be paid , j actual cost for this portion of the work. Our fee included within the above guaranteed 5* maximum is $15*435*