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<br />ENGINEERING DEPAR I'' NT: A Contractor's Bond i,,a.s approved and ordered filed for lRobert L.
<br />Lamb.
<br />The Board approved plans for the construction of a, 1,11onorail hoise for the Fabricated
<br />Steel Company
<br />A petition was received. signed by nineteen petitioners asking for the improvement
<br />of Howard Street from Notre Dame Avenue. to Eddy Street by paving. This was referred to
<br />• Iir. ; Andrysiak.
<br />The Board approved plans submitted by the Croirn Development Company for their Ttryck-
<br />enha.m Hills Addition for paving Altgeld Street, Paving York Road.,_ Grading and paving
<br />Wellington Street, Belle Vista. and Dunham Street plans were submitted by the Colpaert
<br />Realty Corporation and approved by the Board.
<br />The Board approved plans for extending Intake top of Southeast trunk sewer at Clyde
<br />Street and `i.ryckenham Drive, providing string gate, bar grating, manhole cover and rein-
<br />forced L," C.I. vent, for the Crown Development Company.
<br />This being the date set for receiving bids for the paving of certain streets, the
<br />• (following bids were received:
<br />TWENTY*FIFT-1 STREET
<br />Rieth-Riley Company, Non -collusion affid4vit and bid bond accompanied
<br />South Bend, Indiana bid
<br />Item 1-1 Class C Type 1,Fortland.Cerent Concrete pavement 7170 sq. yds. @ 2.98 21,366.60
<br />Item 2-1 Excavation 1122 cu. yds. @',95 11065.90
<br />Item 1-IFClass "C" Type 4 Cornpa.cted Aggregate Base, Bituminous Concrete Surface pavement
<br />I1 715� sq. yds @ 2.10, 15,027.60
<br />item 2-L- Excavation 1953 cu. yds. @ .D5 11855.35
<br />Item 3 6" x 12'r Standard Concrete 1'eader Curb 226 lin. ft. @ 1.10 250.80
<br />• Item L 6" x 16" Standard Concrete Curb 250 lin. ft. @ 2.00 500.00
<br />Item 5 Resetting Sewer l,'anholes, ring and cover 7 ' 10.00 70.00
<br />Item 6 -Resetting Storm water inlets? ring and grate 13 @' 12.00 156.00
<br />Item 7 Resetting �? a.ter Valve Boxes 2 @ 10.00 20.00
<br />Item 8 3/1+" long grater connections 6 80.00 480.00
<br />Item 9 3/4" Short water connections 7 @ 60.00 L20.00
<br />Total Extension of items 1-1, 2-11 L, 5, 6, 7, 8, 9 $241078. 5
<br />Total Extension of iter_:s 1-41 2-41 37 L, 51 67 7, 89 9 18,779.7
<br />Bituminous 'aterials, Noh-collusion-affidavit and bid bond accompanied
<br />• Terre Haute, Indiana bid.
<br />Item 1-3 Class C Type 3, Bituminous Cor=_pacted ".negate Base, Bituminous Coated Ag re -
<br />gate Surface pave. 7156 sq. yds. 2.50 17,890.0
<br />Item 2-3 Excavation 1738 Cu. 1ds. C? 1.00 1,738.
<br />Item 1-5 Class C. Type 5, Compacted Ag,' rega.te Dase, Bituminous Coated Ag`;rega.te Surface
<br />Pavement 7156 aq. yds. 2.40 17, 174.0
<br />Item 2-5 ]xcavation 2060 Cu. Yes. Co 1.00 2,060.0
<br />Iter^1 3 6" x 1" Standard Concrete Header Curb 228 tin. ft. @ 1.25 285.0
<br />Item L 6" x 16" Standard Concrete Curb 250 tin. ft. 1.80 450.0
<br />Item 5 besetting Serer ','anholes, Ring and Cover 7 Ca 25.00 175-00
<br />Item 6 Resetting Storm grater inlets, -ring and grate 13 @ 25.00 325.0
<br />• Item 7 7 Resetting 1,1ater Valve Boxes 2 @ 25.00 50.0
<br />Item 8 3/4" long water connections 6 @ 100.00 600.0
<br />Item 9 3/11-" short water connections 7 @ 75.00 525.00
<br />Total Extension of Items 1-37 2-37 L, 5, 6, 7, 8, and 9 22,038.0
<br />Total Extension of items 1-512-57 31 1F1 51 61 79 8 and 9 211644.4
<br />Reed Construction Company i on -collusion affidavit and bid bond accoripa.n�_ed
<br />Mishawa?ra., Indiana. bid.
<br />i G
<br />Item 1-1 7170 Sq. yds. Class "C" Type 1 Portland Cement, Concrete Favernen_t @ 3.00 217510.()0
<br />Itern 2-1 Excavation 1122 Cu. yds. @- 1.25 1,L02.5
<br />• `ltem Item 4 6" x 16" Standard Concrete Curb 250 lin. ft. L 1.25 312.5
<br />Item 5 Resetting ,Serer ? a.nholes, ring and cover 7 @ 15.00 105.0
<br />Item 6 Resetting Storm ',rater Inlets, ring and cover 13 C' 15.00 195.0
<br />Item 7 Resetting Water valve boxes 2 @ 15.00 30.0
<br />Item 8 3/4" long water connections 6 @ 40.00 240.0
<br />Item 9 3/4" short water connections 7 30.00 210.0
<br />'ota�l Extension Items 1-1, 2-1, 4, 5, 6, 71 8 and 9 24 004.70
<br />Total Extension
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