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} `l _ <br />r <br />Y <br />Board met in regular secs ion at 10: 00 A.M. All members present ; <br />Bids bill- f r,oTn- North Shore ,Drive to V akawa <br />* <br />-_ Avenue received', read ap�i r f�#'' G�• �4t eCity Engineer' far tabluation-and.,report. <br />B id of Highways Mater iAls ` 0 ompany: : ° v <br />Y PYJ�J�UefY•• '..••••••••e•• •••ti•••.••••t •50 <br />gr�dIAg:pei".�`11.°�(•te •..••ea.r:... .... L25 <br />. . <br />'Bituminous-Macadam*pAVu&nAerit'p6t'sq. `yd..1.... I.85. <br />•Ma ng inal -curb • per • l in ° ft ::..........:......:. .50 <br />Resetting inlets, each ............... ........3.50 <br />Resetting m€a,nhole covers, each... • .... • • • :.. •3. 50 <br />Pavement on.East Donald Street ,from Michigan Street to Studebaker <br />Park., <br />Bid of The White 4C-ons>t.auut ion ,C ompany.• • .- • • .... • ..... • . <br />e . Aa,].k .peer, Zq.. ft..•.•.•.•.•.25 <br />a , Curb pr! °lin-ft.o.:.•.....•....•:.,..,,...,.........°.............:., .%5 <br />grad ing per cu.yd. •...:. , •.• . . . . . . . . . .........:. . 1 35 <br />Asphalt pavement -Trinidad Natural Lake Asphalt <br />per sq* yd.0.9•00•964.34 <br />. ...A�grh°a l t� ic° •c•on G r•e•t e.,,. •Tri'n id ad *Ra't-dr a l Lake' <br />• .... ...... a ... 4 . • . Asphalt per sq. yd, .... 4.10 <br />8 inch conduit pipe, per 1 in ft.. . ........... , 1.35 <br />is <br />Storm water inlets, each, .... .'........... <br />0....16.00 <br />• Mrg-il• �a�rd�• ixr• I•ixr fit.•.•.•.°.°.°.•.•:•:'.'.'.'.'.°.'.._..... <br />.50 <br />• ° Ruse t�t�ing •inhets°, • Rauh°. °: °.'.'.'.'.'.`..°..'.'. <br />...3.00 <br />° .. Resetting° manhole• a ovens, ee.eh-... , ..`.:....... `..3'. 00 <br />.,°. ... ,°,.�,.... Check 'for' -26.00 <br />Bid of the Williston' C onstruet ion Company.:, <br />.., . ... <br />Curb, per lin ft.o .....;;; ... <br />' <br />grad -, 30 <br />ing p-r cu. yd.............. .. ........... 1. <br />= <br />, ... <br />... AsPha lt, pavement Mex ic&P, paV, WIMt per sq. yd. 406 _ <br />• • .. gPha4t,.pavVT, pAt° TrAiidad.. or. sq.. yd.... • .. c ... 4. 42� <br />. ..$,5Phaltic. cancraie. pavement Mexican -per 6q: yd. 3.94' <br />Asphaltic concreto pavement Trinidad per sq. yd 4.02 - <br />8 inch conduit pipe, per lin ft....... • 4...... 1.30 <br />Y <br />Storm water inlets, each.. ...... ..6•404 ..... 16.00 <br />Marginal curb per tin ft......... ...... <br />.. .50 ;. <br />Resetting inlets, each ...........:............. 5.00 <br />Rgsettin manhol <br />... g. ... 5,00 <br />..° ...........°. .•,..... .,,...°..... <br />- <br />° PAVEMENT ON HANEY AVENUE FROM N,IAMI STREETLEER STREET. <br />.TO <br />did Of The White Construction Company, <br />° ..... . ........ <br />.. all •per s <br />Curb,p4r li_rl,t..•...•...,`4..4.«»..» <br />���. <br />..........:... .%5a <br />rad ing per cu. yd. ....... ... ... <br />... .....,.,....1.35 <br />.� <br />Asphalt -pavement , Trinidad No L. Asphikt. per <br />is sq. yd........... 4.34 <br />. - 'Asphalt It °a've°me xit , . <br />I P l� °T:' 'N: i;ake 'Asplial't par sq. yd4.10 <br />.c oriduit per l ° in ta• ..d.....�...., .. ., 1, <br />. .35 <br />. , ° •8 °fricYi ... , <br />° torm water °inlets h <br />,,. each .... , ..•........ , . 16. 00 - <br />... • <br />.. Marg nal ,curb per tin ft..�• • ...,:......._• ....,.: .50 <br />Resett° - � <br />1�1 �++g, i++�e ts1 eaV h•-• • a-•v. .' . ••••• •'.• • • r-• • •-• • •- `3. 00 ,` ��� <br />- <br />J • • , , Res:ctt,ing manhole. ouxb• and a ovens each. , ..:t 3. 0o <br />i 0 : <br />' . •. J tl J 0. a e. a ! > d J > ° • - ° • ° • a '.a ! • - - <br />Check; for43800'4 <br />f <br />..... .. . s• <br />u• d .. f 4 � <br />r <br />