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76-088
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76-088
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Last modified
1/3/2012 12:34:28 PM
Creation date
6/26/2003 10:46:48 AM
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City Clerk
Doc Type
Resolution
Doc #
76-88
Date
8/2/1976
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RESOLUTION NO. 76-88 <br />A RESOLUTION OF THE CITY COUNCIL OF THE CITY <br />OF SANTA ANA ASCERTAINING AND DETERMINING TNE <br />PREVAILING RATE OF WAGES TO BE PAID FOR EACH <br />CRAFT, OR TYPE OF WORKMAN, OR MECHANIC NEEDED <br />FOR PUBLIC WORKS CONTRACTS, IN THE CITY OF <br />SANTA ANA <br /> <br /> WHEREAS, The City Council of the City of Santa Ana does find and <br />determine that public convenience and necessity require the acquisition of <br />materials, plant, labor and services for public works projects in the City <br />of Santa Ana, and <br /> <br /> WHEREAS, Section 1770 of the Labor Code of the State of California <br />requires that the City Council ascertain and determine the general prevailing <br />rate of hourly wages and rates for legal holidays and overtime work on public <br />works and improvements in the locality in which the work is to be performed, <br />for each craft or type of workman, laborer or mechanic needed for the execution <br />of such public works contracts and the making of such public improvements, and <br />for the furnishing of all plant, labor, services, materials and equipment and <br />performing all work necessary for the execution and completion of said public <br />works contracts or improvements, <br /> <br /> NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of <br />Santa Ana that, in accordance with the provisions of Section 1770 of the Labor <br />Code of the State of California, the City Council has ascertained and does <br />hereby determine the general prevailing rate of hourly wages, and rates for <br />legal holidays and overtime work on public works and improvements in the City <br />of Santa Ana, in the locality in which such work is to be performed, for each <br />craft or type of laborer, workman or mechanic needed for the execution of <br />public works contracts, and that said prevailing rates so determined are as <br />follows: <br /> <br />CLASSIFICATION <br /> <br />HOURLY RATE <br /> <br />SECTION 1 <br /> <br />CARPENTERS <br /> <br />(6-15-76) <br /> <br />Carpenter ................................................ <br />Head Rockslinger .......................................... <br />Pile Driver Foreman ....................................... <br />Pile Driver Man--Bridge or Dock Carpenter & Cable Splicer- <br />Pneumatic Nailer or Power Stapler ......................... <br />Rockslinger ............................................... <br />Saw Filer ................................................. <br />Shingler .................................................. <br />Table Power Saw Operator .................................. <br /> <br />SECTION 2 <br /> <br />$ 9.74 <br /> 9.77 <br /> 10.42 <br /> 9.67 <br /> 9.79 <br /> 9.67 <br /> 9.62 <br /> 9.67 <br /> 9.64 <br /> <br />CEMENT MASONS <br /> <br />Cement Mason Journeyman ................................... <br />Cement Mason (magnesite, magnesite-terrazo and mastic <br /> composition, Epoxy, Dex-O-Tex) ......................... <br />Cement Mason Floating and Troweling Machine Operator ...... <br />Clary and similar type of Screed Operator ................. <br />Curb and Gutter Machine Operator (cement only) ............ <br />Grinding Machine Operator (all types) ..................... <br />Jackson Vibratory and similar type Screed Operator ........ <br />Scoring Machine Operator .................................. <br /> <br />(6-15-76) <br />9.51 <br /> <br />9.63 <br />9.76 <br />9.51 <br />9.51 <br />9.51 <br />9.5l <br />9.51 <br /> <br />SECTION 3 <br /> <br />IRONWORKERS <br /> <br /> Fence Erector ................................... <br /> Ornamental Ironworker ........................... <br /> Reinforcing Ironworker .......................... <br /> Structural Ironworker ........................... <br /> <br />(7-1-76) <br /> lO.14 <br /> ll .03 <br /> 1 1.03 <br /> ll .03 <br /> <br />(1-1-77) <br /> 10.41 <br /> 11.30 <br /> 1 1.30 <br /> 11.30 <br /> <br /> <br />
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