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464 Tuesday,. ust 20th., 1929 <br />Hoban & Roach Williston Co. Albert Co. Rieth Riley. Co. <br />concrete walk .20 .25 .20 . r8 <br />concrete curb .50 .50 .50 .50 <br />marginal curb .40 .40 .40 <br />grading .75 .85 .80 .86 <br />sheet asphalt no bid 2.35 2.34 2.38 <br />asn. concrete no bid 2.25 2.24 2.27 <br />concrete 2.25 2.15' 2 18 2.20 <br />storm water inlets 10.00 I2.50 I2.0.0 I2.50. <br />" W. C. L. S. 24.00 25.00 26.08 25.00 <br />" W. C. S. S. 20.00 21.00 21.00 20.00 • <br />sewer conn M.25 I.25 1.,25 I.25 <br />8" Pipe .80 I.00 I.001 .90 <br />Itt 117. C. L. S. 3I.00 30.00 3I.00 31.00 <br />I" '71. C . S. S. 24.00 25.00 26.00 24.50 <br />Bids for the pavement on Freemont Street from Lincoln Way 'Vest to Humboldt <br />Street under Improvement Resolution No.2259: <br />Williston Co. Albert Co. Rieth R11ey Co. Premier Const. Co. <br />concrete walk .25 .20 .I8 .18 <br />concrete curb .50 .50 .50 .50 <br />marginal curb .40 .40 .40 .40 <br />grading .85 .80 .95 .90 <br />sheet asphalt 2.57 2.56 2.60 2.50 <br />asp. concrete 2.47 2.46 2.49 2.40 <br />concrete 2.35 2.38 2.37 2.30 <br />storm water inletsI2.50 12.00 I2.50 I2.00 <br />A" Water conn.l.s. 28.50 28.00 28.00 27.00 <br />n Nater conn. s.s.22.00- 2I.00 21.50 20.00 <br />sewer conn I.25 I.25 I.25 I.25 <br />811 Pipe I.00 I.00 .90 .90 <br />I" W. C. L. S. 33.50 32.00 35.00 34.00 . <br />in 77. C. S. S. 30.00 29.00 30.00 30.00 <br />B :ds for the pavement on Huey Street from Lincoln Way 'rest to Elwood Avenue <br />under Improvement Resolution No.2260: <br />Williston Co. Albert Co. Rieth Riley Co. Premier Const. Co. <br />concrete walk .25 .20 .I8 .I8 <br />concrete curb .50 .50 .50 .50 <br />marginal curb .40 ;40 .40 .40 <br />grading .85 .80 .92 .90 <br />sheet asphalt 2.57 2.56 2.60 2.50 <br />asp. concrete 2.47 2.46 2.49 2.40 <br />concrete 2.35 21,38 2.37 2.30 <br />storm water inlets I2.50 I2.00 12.60 I2.00 <br />3" `. C. L. S. 28.50 28.00 28.00 27.00 <br />k" "V. C. S. S. 22.00 2I.00 2I.50 20.00 <br />sewer conn I.25 I.25 1.25 I.25 <br />8" Pipe I.00 I.00 .90 .90 <br />I" N. C. L. S. 33.50 32.00 35.00 34.00 <br />I" W. C. S. S. 30.00 29.00 30.00 30.00 <br />Bids for the pavement on dine street from L. N. T. to Ewing Avenue under <br />Imr2 ovem ent Resolution Tjo. 22 !4 : <br />Vlilliston Co. Albert Go. Rieth Riley Co. <br />concrete walk .I7 .18 .I6 <br />concrete curb .50 .50 .50 <br />marginal curb .40 .40 .40 <br />C. C. &. G. .85 .83 .82 <br />grading I.I0 I.I5 .96 <br />sheet asphalt 2.58 2.56 2.58 <br />manholes 90.00 95.00 85.00 <br />asp. concrete 2.48 2.46 2.47 <br />30" Sewer pipe 8.25 7.00 7.25 <br />concrete 2.35 2.38 2.37 <br />" W. Ext en 122:500 10.00 11.00 <br />I" W. Mit en 16.00 , I2. 00 15.00 <br />storm water inlets 12.50 12.00 12.50 <br />Lighting system 2384.00 2400.00 2360.00 <br />C. &. G. Inlets 20.00 18.50 I8.50 <br />" W. C. L. S. 33.00 37.00 32.00 <br />$" W. C. S. S. 27.00 30.00 26.50 <br />sewer conn. 1.25 1.25 1.20 ;! <br />8" Pipe I.00 1.00 .90 i <br />I" W. C'. L. S. 38.00 43.00 37.50 i! <br />I" W. C. S. S. 33.00 36.00 31.50 <br />Temporary pavement 2.33 2.45(stone) 2.25:-or 2.10 using ravel base <br />