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Milaadnaz
<br />A„plat 3Ot.h 1Q2CL Can t,i33116d
<br />.4'.
<br />Pavement on Lawndale Avenue -from Lincoln Way West to W,.line
<br />of Van Buren
<br />Street
<br />by resurfacing, ,
<br />B id
<br />of The ' Wh ite Construction Company.
<br />Walk per_ sq ft
<br />25
<br />•
<br />Grading per cu. yd... • . ........'......`....'........ • ... • • •A3.00
<br />Asphalt pavement Trinidad per sq♦ _•yd, . , , , • • ...........: . .. 3.42
<br />Asphaltic.concrete pavement per sq. yd................:'... 3.17
<br />• Resent ing inlets,. each...... ... • .. • ......................... 3.00
<br />Resetting manholes,. ...... ..... .. ... .. • ♦ ; 3.00
<br />Bid
<br />of Williston` Construction Company.
<br />Grading, per'eu. yd........................ ...>...
<br />2960
<br />Asphalt pavement Mexican, per sq. yd........................
<br />3a34
<br />Asphalt -pavement Trinidad,. per sq. - yd..... ♦ ..:..............
<br />Asphaltic concrete pavement Mexican per sq. yd..............
<br />3.04 0
<br />Asphaltic'concrete'pavement Trinidad per sq. yd..............
<br />3.12
<br />Res,e:tt ing inlets, a eh ........ . ..... . ::............. .`,'........10.
<br />0.0
<br />Resetting manhole hovers, each................................10.00
<br />Check for $160.00
<br />°
<br />P ipe ,s evrer on Frederickson Street and E lmer Street.
<br />Bid
<br />of Staples $c AGkarman.
<br />18 inch pipe sewer, per lin ft.......:........ •.................�
<br />5.30
<br />15 inch pipe sewer, per lin ft ...............................
<br />3.95
<br />12 inch pipe sewer, pr lin ft....
<br />3.70
<br />'-8 inch pipe sewer, per lin ft ...............................
<br />1.00
<br />6 inch pipe sewer, per tin ft..•♦♦•.,......... •..... ........
<br />1.50
<br />Manholes, each ......... •.,...................................
<br />15.00
<br />Manhole, curbs and covrs, each...'...'.......` . ..............:..
<br />25.00.
<br />Stormwa•tr° °inle•ts°,° ��°eh.•.°.•.•.•.°.•....•.•.•...•.•.e.:.:..
<br />-15`, 00
<br />....: ......
<br />Check for $ 180.00
<br />Bid
<br />of Bruno De Peape
<br />18 inch pipe sewer, per lin ft........
<br />5900.
<br />151 inch pipe sewer, p �-.r lin ft.. • . • .................. _..
<br />4.,00
<br />V
<br />112 inch pipe sewer, per lin ft......................::.`.......
<br />4.00`
<br />8 inch pipe sewer, per lin ft.. ..............
<br />1.00
<br />6 inch pipe sewer, per l.inft.:.............. ....... . ...... . .4
<br />1.5.0.
<br />Manholes, each- ...•......................•...........•...........15.00
<br />is
<br />Manhole.' ;curbs and covers, each ........................_.,,...
<br />30-00 _
<br />c Storm water inlets, each..... ...................•........:,,,♦.
<br />1,5.00
<br />Check for $180.0.0 .
<br />Pipe sewer on Stanfield Street. .'.
<br />Bid
<br />of Hoban & Roach!
<br />10 inch pipe sewer, per lin ft ..............................
<br />3.92
<br />6 inch pipe sewer, per lin.ft ........................,.....
<br />1.80
<br />Manholes, -per lin ft.................................... ...
<br />15.00
<br />z
<br />Manholes, curbs and covers, each. ...........................
<br />30-00
<br />V
<br />Check for $100.00
<br />Bid
<br />of Bruno De Peape.
<br />10 inch pipe sewer, -per lin ft...............................$
<br />4.00
<br />6 inch pipe sewer, per tin ft.....................,......•.
<br />1.70
<br />Manholes, curbs and covers, each ..........................:.
<br />30.00
<br />Manholes. Per lin ft............... ........................
<br />160'00
<br />Check for $100.00
<br />ti
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