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587
<br />Bid of The White Construction Company.
<br />Walk per sq. ft....................................�.25
<br />curbing per lin ft..... ..................�...,1.25.
<br />grading per cu. yd................................1.50.
<br />Asphalt. rn. dwa,y,. Trinidad, per sq.yd..... ........4.10
<br />Asphaltic, concrete. per sq. yd. ..............:....3.88
<br />8 inch conduit pipe , o p r lin ft ...................1. 25
<br />Storm water, inlets , each, ... , ..................... l6. 00
<br />Marginal cut�b,.p.:r` 11n°ft......................... .40
<br />Resetting inlets, each ............................ 3.00
<br />Resetting manhole covers, each . . ...................3.00
<br />Checkforo 460.00
<br />PAVEMENT 0IT RUSH 8'TREET FROM BRADWAf TO HANEY AVENUE.
<br />Bid of The White C fins true t ion , C flmpany,
<br />Walk per s q . ft: ................... 25
<br />Curbing per lin ft................................. .75
<br />Grading per cu. yd................................. 1.25,
<br />Asphalt pavement, Trinidad, par sq. yd............. 4.10
<br />combined `curb and gutter, pain lin ft.............. 1.35
<br />Asphalt concrete pavement per sq. yd............... 3.88
<br />8 inch conduit pipe, per lin ft....... . :........... 1.25
<br />Storm water inlets, each.......:................r..16.00
<br />Marg inal curb, er lin ft..... . .......-.............. .40
<br />Resetting inlets, each........... ................. 3.00
<br />Res.ett ing manholes, each ..... ...................... 3.00
<br />PIPE SEWER ON WALNUT STREET FROM a .point 640 FEET SOUTH OF THE
<br />CENTER OF SAMPLE STREETTO PRAIRIE AVENUE. .
<br />Bid of Oliver Chilled Plow Works.
<br />18 inc h_pipe sewer, per tin ft..............:......$ 6.00
<br />15 inch pipe sewer, per lin f....................... 4.60
<br />8 inch pipe sewer, per lin ft..................... 1.30
<br />6 inch pipe sewer, par lin it ..................... 1.80
<br />Manholes, per lin ft. in deptth.................... 14.00
<br />Manholes, curbs and covers, each .................. 25.00
<br />Storm water inlets complete,each................. 15.00
<br />Cheekf or $716.00
<br />Bid of Hoban & Roach.
<br />18 inch pipe sewer, per lin ft....................7.90
<br />15 inch pipe sewer, per linft................... 7.50
<br />i
<br />8 inch pipe sewer, per tin ft........... ..!....... 1.30
<br />6 inch pipe sewer, per lin i1ft .................... 2.50
<br />Manholes, par ft. in depth ...11
<br />....................15.00
<br />Storm Water `inlets ` c plete;, each................15.00
<br />Manholes, eurb3 and eove rs , each .. . ...........'..30.Ofl
<br />Check for $716.00
<br />Bid of Bruno De Peape
<br />18 inch pipe sewer, per liri ft................... 07.50
<br />15 inch pipe sewer, per linjft.................. 6.80
<br />8 inch pi pe sewer, par '1 - ft•.................. 1.25
<br />6 inch pipe sewer, per Iil ft.................. 2.00
<br />Manholes per tin ft....... i............ .........15.00
<br />Manholes, curbs and covers;, each .............. 30.00
<br />Storm water inlets, each. .:.....................15.00
<br />Check for $716.00
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