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<br /> Counc il Chambers r.
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<br /> Eugene, Oregon I'
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<br /> October 14, 1947 I;
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<br /> Minutes of the regular meeting of the Common Council of Eugene held October l4,!1
<br />OC 1947 at7 :30 P.M. The meeting was called to' order by his Honor, Mayor Earl McNutt. ::
<br /> Councilmen present at rollcall were - Davis, Crumbaker, Bailey, Johnson, Wells and ,
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<br /> Pennington. Hawn ,and Allen absent. Davis came in at 8:00 P.M. ;,
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<br /> Upon motion ihe minutes ~f the last regular me~ting held September 22, 1947 I'
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<br /> were considered read and approved. : .: !
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<br />1 The City Manager presented for Council consideration the following bid on ~'
<br /> construction of sidewalk on the West side of Harris Street from: 23rd to 25th Avenue~'
<br /> East, which had been publicly opened Thursday, October 9, 1947 and schedul~d as ~
<br /> follows: l
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<br /> C. M. Kemp ,
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<br /> 2590 Riverview'St.
<br /> Eugene, Oregon .
<br /> . $3.00 per cu. yd. $ 87.00
<br /> Excavation 29 cu. yds.
<br /> 4" Cement Walk 2650 sq. ft. .32 per sq. ft. 848.00
<br /> 5" Cement Walk 250 sq. ft. : .34 per sq. ft. 85.00 ,
<br /> Pea Gravel 4 cu. yds. 4.00 per,cu. yd. 16.00 I-
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<br /> TOTAL 'l1036.00 I
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<br /> It was moved by Crum~aker, seconded by Bailey that the bid of C. M. Kemp be ;
<br /> accepted and the contract for the improvement awarded to C.,M. Kemp by the proper
<br /> officers of the City. All Councilmen present voting AYE. Hawn, Davis and Allen "
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<br /> absent. . I
<br /> Th~ City Manager presented for Council consideration'the following bids on the
<br />2 West-side Sewer ~roject, which had been publicly opened Tuesday, October 14, 1947
<br /> and scheduled as follows:
<br /> T.C. Wildish Werner & Ramsey L&R
<br /> Jeske Constr. Constr. I
<br /> Unit Unit Unit Unit I
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<br /> Item iQuantity l' .ce Total Pric Total Price 'Ibtal Price Total
<br /> Hard SuriaCS Paving 100 sq. yds. 10 - 100 6 - 600 900 - 8 - 800 t
<br /> Other Surface Paving 200 sq. Ids. 6 - 1200 - 4 800 1450 - 4 - 800 i
<br /> Concrete sidewalks 160 sq. t. 1 0 240 - 1 - 160 320 - 50 80',
<br /> Concrete Curbs 40 line ft. 5 0 200 - 2 - 80 106 - 2 ' - 80
<br /> Trench exc. & backfil
<br /> up to 10' 8300 cu. yds. 3 - 1205 - ' 3 50
<br /> Trench exc. & backfil ~
<br /> over 10' deep 1300 cu. yds. - 650 - 6 5 o 2730 800
<br /> Excavation -solid roc 600 cu. yds. - 600 - 14 - 9000 - 700
<br /> 24" r~inf.conc. pipe 1000 line ft. 75 5750 - 4 5 6400 - 000
<br /> 12" reinf.conc. pipe
<br /> in siphon 150 line ft. 3 50 525
<br /> 15" B & S Sewer pipe 2800 line ft. - - 2 - 3 60 10801
<br /> 12" B & S Sewer pipe 800 line ft. 3 10 2480
<br /> 10" B & S Sewer pipe 4420 line ft. 5 2 90 12818
<br /> 8" B & S Sewer pipe 7280 line ft. 5 .
<br /> '2 70 JfOl~
<br /> 6" B &S Sewer pipe 50 line ft. 0 2 - 1001
<br /> 8" C. I. pipe in siphon 60 line ft. 0 - 10 - 600'
<br /> 6" C. I. pipe in siph n 60 line ft. - 540
<br /> C.I. Fittings - B & S 500 lbs. 60 250
<br /> 15" Wye Branches 10 9 - 12 50 100
<br /> 12" Wye Branches 10 8 - 12. 50 - ,80
<br /> 10" Wye Branches 10 7 - 9 50 - 70 I
<br /> 8" Wye Branches 20 ,- 6 - 9 50 - 120
<br /> Std. M.H. up to 7' de P 39 220 \
<br /> - - - 858~
<br /> Std. Drop M.H. up"to " 8 250 - - 2560'
<br /> Std. Lamphole 2 60 - - 150
<br /> Additional M.H. depth 120 line ft. 35 - - 8X)
<br /> Special Siphon M.H.'s 4 450 - 600
<br /> Special M.H. at Bdwy.
<br /> and Polk 1 - 450 - 600 ,- .500 '- 500~
<br /> Remov. exist. dam :~OO -, looi I
<br /> 15th & Tyler 1 100 - 150'-
<br /> Cut. into exist. M.H. ' ~
<br /> Brdwy.& Tyler 1 100 - 100 - 200 - 200 ' '100,
<br /> Class 4 conc.cradle 50 cu. yds. 35 - 1750 - 40 - 000 - 25'
<br /> 6" B & S subdrain 500 line ft. 1 - 500 - 2 - 000 50 750
<br /> Gravel for subdrains 50 cu. yds. 350 175 - 7 - 350 ' .
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<br /> TOTALS 9,30 ',0 ~
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