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626
<br />Coneern,ing 'the improvement f the roadwayof Dayton
<br />yt can Street from
<br />Michigan Street to Miami Street =with as-ohalt, asphaltic concrete, `bitulithic,,
<br />concrete or :brick, pursua;noe to resolution No.- 75the 'Board finds that no petition
<br />has been filed wi h said Board by a. majority in number of the 'freeholders 'residing
<br />-on said st act to be 'improved requesting that it be imx "-"'with a ciffe ent kind f
<br />of paver,,emt. than the kind of heretofore. adapted by th6 Board in its preliminary
<br />order; and the CityEngineer,reports that the White Construct ion Company is. the low-
<br />est and best bidder for' the.kind of11 pavement htr•et`ofare` ad'opted' by uthe' ,Board; and the
<br />Board .find that the said. The White -'Construction Company is the lowest and best
<br />bidder and hereby lets said contract for said improvement to him, and orders `that
<br />said improvement b'e made with Trinidad -Natural Lake Sheet' Asphalt` oavemant all
<br />proceedings heretofore had in this matter are hereby confirmed and ratified.
<br />G. A. ELLIOTT
<br />Attested:- HARItY F. ROSTISER
<br />Veronica C. Sweeney, JOHN F. DEHAVMT
<br />Clerk of -the Board. Board of Public Forks,
<br />Dated this lst. day of June 1920. -
<br />Concerning the improvement of the roadway of Michigan Street from
<br />Ewing Avenue to a point 40 feet north of Fairview Avenue with asphalt, asphaltic
<br />concrete, bitulithic, concrete or brick, pursuance to resolution No. 752 the Board
<br />finds ' that no petition has been filed w' fth said Board by
<br />a m� jflr ity In number of
<br />the freeholders ret id ing on' sa id street to be improved requesting that it be improve
<br />with a different kind of pavement than the, kind _ heretofore adopted by the Board
<br />in its preliminary order; and the City Engineer reports that the White Construction
<br />Co. is the lowest and best bidder for the,lcind of pavement heretofore adopted by the
<br />Board, and the Board find that the said The White Constructlon Company .is the lowest
<br />and best bidder andi hereby lets said contract fog ss,id improvement to him,nd,orde
<br />that said improvement be made wfth Trinidad Natural Lake Sheet As-ohalt pavement and
<br />all proceedings heretofore had in this - matter are hereby eonfirmed a?id rat if ied.
<br />G. A. ELLIOTT
<br />' HARVIY. F. ROSTISER
<br />Attested: JOHN F. DEHAVEN
<br />Veronica C. Sweehe.y,
<br />Clerk of Board. Board of Publ ie- Works .
<br />Dated this 1st, day of June, 1Q20.
<br />The following bonds and contractsi signed and -approved.,
<br />PUBLIC DVT_ZCVEV_ eNT CONTRACT.
<br />This Agreement, Made and entered -,into this 1'7th. day of 'May 1920.
<br />by and between Staples & Aeke-r*ran of the d-ciunty of I St. Joseph and State of Indiana
<br />(hereinafter referred to as the Contractbr"O, end the City of South Bend, in the,-
<br />County of St. J'oseph, and State of Indiana; by and through its Board of Public Works
<br />(hereinafter referred to as the " City"), under and by virtue of an Act of the uen-
<br />eral Assembly of the State of Indiana, entitled " An Act Concerning Municipal Cor=-
<br />poratiOns," approved March 6,1905, and all amendatory and supplemental acts thereto:
<br />Witnesseth, that the contractor- covenants and agrees to construct
<br />Trunk, sewer- on Michigan_ Street from 25_ feet north of, Fa irview-,Street to- 2200 feet
<br />south of center of Donmoyer Avenue, in the City of !South Bend, 'Irdiana. at and for th
<br />the following pr ices:
<br />664 lin. feet oi' 33 inch reinforced concrete --pipe par" lin ft.$18.c
<br />1297 lin. feet of °27 inch reinforced concrete pipe, per lie, ft14.00
<br />600.1 in, feet of 24 inch pipe, Per t in -ft..: � ...........:...... 6.00
<br />• 300 lin. feet -of 20 inch p i;:e s ewe-r, per l inft ..... .. . ... .. 5.00
<br />600 lin. feet 'of 18 inch pipe sewer, per lin ft..... , .. * 4,20
<br />400 lin.._ feet of 12 'in0h pipe sewer, --per Ain ft`.'......: ; : ; .. 3.75
<br />865 lin. feet of 8 inch pipe sewer,. per" 1°in--ft:.. , .., ........ 1.00
<br />4290 lin: feet. of 6 inch pipe sewer, "per -lit "ft..........:.. 1.50
<br />14.3 lin. feet of manholes par .lin ft ..: t..... , . 15.00
<br />storm water rate , each.. .. ...,...................... 15.8
<br />f�us ° � curs a ccovers, ' each..... _.:..':..:.......... .
<br />nk an man i�o f e ....:................ . ..... .... .
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