|
r
<br />Board.met in special session at 10200-A.M. G. A...ELLIOTt
<br />absent. CLERK of Board absent.
<br />Bids Were received on the Following improvemef read
<br />Pavement on Michigan Street.
<br />Bid. of WILLISton CONStrutt ;on GOMPA-N*
<br />Cement curb per lin Ft..... «.o..............20
<br />Grading, per eu.. ;yd..... ... .. 0..0:9.00:...1.20
<br />.P vement using,TRINIDAD LAKe.ASphalt per.sq, yd..4
<br />Asphalt. using; MEXICAN ASPHALt per >sq. ,
<br />A ie concrete usInk LAKE ASrHA�i,,t pe41r
<br />Ag� ilie eonerete us a per sq, yd:..•.. .
<br />MAiadam, pavement with -surface treatment per sq. d 2.45,
<br />8 inch conduit. ipe per lin ft.....`•..........._• .00
<br />Storm water in - lets es'ck............;............ 14:00 _
<br />MArginal ourb per . fin ft. •.......olio ..:.,... 0..-... .40
<br />VESetting inlets, each.. ..• . • 0 0 0 0 • ..... . .. . .. ..... - 4.00
<br />REsetting manholes eovers,.eaek.....;,:...:.,.... 4.00
<br />THe WHITe CONNSTR,UC�iok C'OMPANy:
<br />Cement, eurb per 11n."ft.. ...,..............�$
<br />Cemektl curb. per lin Ft. o.. o . o ...... o o o ..:. • 5
<br />GRADing per-cu. yd..................
<br />SHEET Aspp�halt avement using TRI91DAD
<br />NATURAL LAKR ASPHALt pper sq. yd.�...........•
<br />SHEET'AS It using MEXICAN per sq. yd...... 5'+
<br />ASpba.l tic mere to using MEX CAN ' ASPHAL per sq. . i�
<br />WATER bound macadam in railway track pdr"sgo,yd, .00,
<br />POR asphaltic concrete using TRIN DAD
<br />° LAKe ASPHALt per sq. y#....`_...00 ... ., $ 3.35 :
<br />8 inch eonduit .. pipe per lin ft,....: .1.000>
<br />STorm water inlets eaash..,.,,o.0000:00000011.0 14.00
<br />Marginal curb pet Iin ft...... ...........`.. 40
<br />Resetting inlets each• • • .+..•• 0.0 0...°.,.,.d..�.°.�. • 3:00,
<br />Resetting anhoies c�irbs and eovers, each..,.. 00
<br />PIPe sewer on GEORGe AVENue.
<br />Bid of STApLes. & ACkerman. pipe P lin ft 10-"inch i e sewer per .0..••.....0.0...0.$2.55
<br />8 inch pipe sewer, per lin fto. 00 00...000 .80
<br />6 ineh..pipe sewer,, :per lin ft ........-'1 0
<br />Manholes per oft in depth. . . 8.00,
<br />Ma,nholep, curbs and covers, each.................20.00
<br />Storm water inlets, each..000...... .. ....I2,0w
<br />Bid of Bruno De PAepe
<br />10 inch.pipe sewer, per lin ft.......... ...�.....tv_3�Q0
<br />6 inch pipe sewer, per lin ft...o0. 000...... 1.50
<br />Manholes
<br />Manholes, pcurbs er �and covers,in depth�eaeh.o..0............:. 8.00
<br />Bid of L. H. Webster.
<br />12 inch pipe sewer, per lin ft..,.. 0.0 ....•0 8.
<br />8 inch pipe sewer, per lin ft.....................1.00
<br />6 ineh pipe sewer, per-lin Ft......«:....,....0...1.00
<br />Manholes, eurbmaddeovers, each.................18.50
<br />Storm water inlets, each ......................-..10.50
<br />Manholes, per lin Ft...o0.o .00000 .00.. 9.00
<br />Pipe sewer in alley East of St. Peter Street.
<br />Bidd of L. H. Webster.
<br />10 inch pipe sewer per lin Pt........60.000........ #.00
<br />6 inch pipe sewer per tin ft...o.. .,.....:.,0....1.00
<br />Manholes, curb ma deovers, eaeh....,....,....,...20.00
<br />Manholes per lin ft..0000.0000000.0.0.0.40006000010.00
<br />Storm water inlets, each..000000000.00000900000.10.50
<br />All bids referred to the City Engineer for tabulation to be
<br />reported on Tuesday September 27th., 1921 at 10s00 A.M.
<br />Remonstrance filed on South land Michigan Street. Same plaeed
<br />on file. Dr. ELlis appeared before the Board inregard to South Michigan Streetpavement
<br />and said cost would be over the assessed valuation of property
<br />
|