UNLV Special Collections provides copies of materials to facilitate private study, scholarship, or research. Material not in the public domain may be used according to fair use of copyrighted materials as defined by copyright law. Please cite us.
Please note that UNLV may not own the copyright to these materials and cannot provide permission to publish or distribute materials when UNLV is not the copyright holder. The user is solely responsible for determining the copyright status of materials and obtaining permission to use material from the copyright holder and for determining whether any permissions relating to any other rights are necessary for the intended use, and for obtaining all required permissions beyond that allowed by fair use.
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
Transcription
Estimated cost of constructing spur tr ick at Riverside, California, to serve the Southerland Fruit Company, and also cost of moving two company cottages which are now situated where it is proposed to construct new packing house. .************** ************ labor Material Grading 15.00 1 - 60 lb. Switch 25.00 200.00 Lay 370 ft. track 56.00 Bumping post 20.00 80.00 300 ft* 75 lb. repair rail 120.00 20 - 75 lb* Angle bars 8.00 100 Track bolts 3.00 1000 Track spikes 14.00 420 ft. 60 lb. repair rail 113.40 30 - 60 lb. Angle bars 10.00 3 Sets 60 - 75 lb. Compromise joints 15.00 24 Tie bars 75 lb. 26.45 90 lew 7x8 cross ties 56,70 125 Sedond hand ties 31,25 160 - 60 lb. Harriman tie plates 17.60 180 - 75 lb. " M ” 21.60 Moving 2 cottages 150.00 2 Sewer and water connections 80,00 50.00 Foundations and repairs to skirting 50.00_______15.00 396.00 782.00 Store Expense 37.00 Superintendence and contingencies 10# 39.00 78.00 Total | 435,00 897.00 Con ec 11 0. E. | 384,00 A. & B. § 848.00 ,..los Angeles, California. 'October Third, 1912. %Jp4C* Form 30 no. 767 Total 15.00 225.00 56.00 100. GD 120.00 8.00 3.00 14.00 113.40 10.00 15.00 26.45 56.70 31.25 17.60 21.60 150.00 130.00 __65.00 1178.00 37.00 117.00 1232.00 4
