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453.
<br />luesda &pril 17h..1917, continued.
<br />De
<br />12` inch glpe= Smmr, p`er Tin ft ..................... $2 '05
<br />10 inch pipe sewer, per lin ft.......................... 1.90
<br />8 inch pipe sewer, per lin ft. ...................... .60
<br />6 inch pipe sewer, par lin -ft— ........... .. .......... 65
<br />UAhkolee, eAch-. °. r . `...'. ...: ................ 4.50
<br />UAnholes'. curbs axd° covers, eAeh. .'.. a::. , ...... , I. ....150 00
<br />HobAa & RoAch °
<br />12° Inc-k' gtpe` sewer, ' per 1in ft.: ; ::::. .... .. , .: 2.11
<br />0° inch pipe- sewer -,-per, lin.- ft, .. , . .................. 2.03
<br />8` inch pipe- sewer,, per lin- fV. -. ....:.:'.: -, , , , ........ .50
<br />° 6• inch- pipe, sewer -,-per- Lin: ft....70
<br />*Anhfll°es', ° per` i in' ft ...... ....:....................... 4.00
<br />IdAnholes, curbs and covers, each .............:.......... 12.00
<br />Storm water inlets, eAch .............. ...0Give .,.. ..,. 6 00
<br />The following bids were. received. €gin pavement° improvements, ,in the City:
<br />0?i Franklin Street` pavement. V
<br />The Western Ca;istpuct ion CompAny;, °
<br />' Wkik, � per- sq. ft_. V .... ................ o off .'. $,12
<br />curb;` per lh` i't:°.:::...: ........... .. .23
<br />grAding',` pe°r° cu:° yd................................ .. .57
<br />° iArg°inal curb,, per tin ft......- ................... { .1.50
<br />Resetting inlets and manholes, each............. 1.50
<br />° A°splfalt° pavement per sq. yd ...........................1.85
<br />Asphaltic concrete, per sq. yd......................1.65
<br />New inlets, each ............... ........ ...........6.00
<br />8" pipe sewer, per lin ft............... .............65
<br />The W. B. BrAdy Cons:trubt ion Company*.'
<br />➢Palk, . per. sq.. ft....... ,.:.. , ..... •. ,.... , .. _.....,........ .13
<br />curb, per lin ft................. .23
<br />GrAd-ing; - per° cu°. ° yd°. .. °.:.: °...:.:. .:............. 052
<br />8.tcrm• water- •inlets, • eAch. °... .:..: ....... , .7.50
<br />MArg°inal curb., • per, 1 in ft, ... * ... , . .. . 20
<br />8 Inch- vier-tfied• sewer° pipe, per lin ft............ 0 065
<br />reaett,iAg, m.&Aholpst. PAO.-°.....0,.... ...............2..00
<br />RosettUg water inlet, eAch..._.....................2,00
<br />TrinidAd AqplAltic concrete, per sQ. yd........ ......1,62
<br />° Aex•icAw Aa#hI Al¢sic° concrete•, per SQ. vd, °.......... . ..1. 50
<br />TrinidAd sheet Asphalt, per sQ. yd...... ...........1.80
<br />bexicAn AsphAlt, per sq. yd.........................1067
<br />Williston Btnstructisn. Co..
<br />WAlk, por, sq.. ft .......... , .. ,..... ,...................... $.13
<br />curb,.per lin. ft.._................................ .25
<br />grAd,ipg, Per„ cu., yd... ..,. ...... .52
<br />Storm wAter inlets, eAch............................10.00
<br />marginal' a emen't• curb`, per ° 11A. ft ... ............... 25
<br />8 -inch- v itr if-ied. pipe sewer•, a per lin ft .............. . 60
<br />manholes,, - reseet ing, . same, . per 1 in ft .... ............ 2.00
<br />Asphalt pavement, using Aztec per sq. yd.............1.92
<br />Asphd6ltic concrete, using Aztec, per, sq. yd......... ,1 67
<br />Brick pavement, iramston, Veedersburg, Wire Cut Lug. 2.18
<br />Resett-ing storm water• grates., each....... .......... 2.00
<br />Williston Construct,iam Company.
<br />Curb-,, per, l.in,. , ft;. . ,.:............................ . 30
<br />grad-ing., . pe.r..cxL. , ,vd,.... °. ,... •.,........ >... °................... 60
<br />storm water, inlets-,; eaeh—, . •......... . . . . .... . .. . .. . .10.00
<br />°m-.rginal cement curb, per.1in ft. ...••.....a ... ..... .25
<br />8 Awa . pipe sewer,ppr lix ft......... ....... , , .... .60
<br />resetting mAnholes,xas per lin ft................... 2.00
<br />resetting storm water grates, each .................. 2.00
<br />Asphalt pavement using Azt•ee7,' p°er sq., yd°. 1.92
<br />Asspkal•t.ic c:on=et— ..using A.stec.,. per sq. yd.......... 1.67
<br />Brick pAeement zre stone,* Veedersbiarg, Repressed
<br />& W.ir_t! Cut, Lug, per sq. yd.. ...... 2.20
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