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<br /> INTER-CITY SAND & GRAVEL COMPAN Y
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<br /> EXCAVATION 5260 CU.YD. @ $ .85 $ 4,471.00
<br />;.~. . '."-': 2" 7483 SQ. YD. I .01 7,557.83
<br />,.. , ASPHALT TOP I
<br />"~ 6" 7483 SQ. YD. .60 4,489.80
<br /> BASE CRUSHED GRAVEL
<br />. .6 .,
<br />" .--..... COM B, CURB '& 'GUTTER, ST. 3600 LIN.FT. 1'.60 5,760.00
<br />:::;r:: "
<br /> COMB, CURB & GUTTER,CIRCULAR 268 LIN.FT." 1.90 509.20
<br /> 8" CULVERT PIPE 29'5 tlN.FT. 2.00 590;00
<br /> CATCH BASIN INLETS,
<br /> FLAT GRATE . 9 80.00 720.00
<br /> TOTAL $ 24,097.83
<br /> ACME CONS'TRUCT ION COMPANY . . I
<br /> EXCAVATION 5055 CU.YD. @ $ .90 $ 4,549.50
<br /> ASPHALTIC CONCa PAVING 7483 SQ. YD. 2.50 18,707.50
<br /> I" CRUSHED GRAVEL 7483 SQ.YD. . 10 748.30
<br /> COMB,CURB,GUTTER,STR~IGHT 3600 L I'N . FT. '1.5'0 5,400.00
<br /> COM B , CUR B, GUT T E R , C I R'C U L A R 268 L I'N. FT. '1 .5'0 402.00
<br /> 8" CULVE RT PIPE . 295 L I'N . FT. '2 . 0'0 590.00 .
<br /> CATCH BASIN INLETS, . .
<br /> FLAT GRATE 9 60.00 540.00
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<br /> TOTAL $ 30,937.30
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<br /> INTER-CITY SAND & GRAVEL COMPANY
<br /> EXCAVATION 5055 CU.YD. @ $ .85 $ 4,296.75
<br /> ASPHALTIC CONC. PAV I'NG 7483 SQ'.YD. '2.4'5 18,333.35
<br /> I" CRUSHED GRAVEL . 7483 S Q'. YD. . . 1'2 897.96
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<br /> COMB,CURB,GUTTER,STR~IGHT 3600 LI'N.FT. 'I .6'0 5,760..00 ,
<br /> .' 268 L I'N . FT. ' I ..90 509.20
<br /> COMB,CURB,QUTTER,CIR~ULAR
<br /> 8" CULVERT PIPE c,295 LIN.FT. 2.00 590.00
<br /> CATCH BASIN INLETS, . ,
<br /> FLA T GRATE 9 80.00 720.00
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<br /> TOTAL $ 31,107.26 1
<br /> ALL BIDS WE RE ACCOMPANIED BY A CERTIFIED CHE CK OR BIDDERS BOND AND VIE RE IN PROPER ORDE R. THE
<br /> CITY MANAGER RECOMMENDED ACCEPTANCE OF T'HE LOW BID OF INTER-C'ITY' SAND & GRAVEL COMPANY.
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<br /> IT WAS MOVED BY' CRUMBAKER, SECONDED' BY HAWN THAT THE B I'D OF INTER-CITY SAND AND GRAVEL COMPANY
<br /> IN THE SUM OF $24,097.(33, BEING THE BEST AND LOWEST BID SUBMITTED, THAT THE PROPER CITY OFFICERS BE
<br /> INSTRUCTED TO EN TER'I NTO A CONTRACT WIT H' I NT E R - C I 1: Y SAND & GRAVEL COM PAN y. FOR THE PAVING OF WASHINGTON
<br /> STREET FROM 19TH TO 24TH AVENUE. ROLLCALL VOTE. DAVIS ABSENT. MOTION CARRIED.
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<br />3 THIS BEING THE DATE SET FOR THE CONSIDERATION OF BIDS ON PAVING 24TH AVENUE FROM HILYARD TO AL DE R
<br /> STREET, THE CITY MANAGER REPORTED THAT THE FOLLOWING BIDS HA D BEEN OPENED PUBLICLY ON JULY 9, 1.948', .
<br />\ AT 2:00 P.M., AND THAT THE FOLLOVlING BIDS HAD BEEN RECEIVED AND TABULATED AS FOLLOWS:
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<br /> ACME CONSTRUCTION COMPANY .
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<br /> EXCAVATION 1002 CU.YD. @ $ 1.00 $ 1,002.00
<br /> SERVICE SEWERS, E X C A'V A T ION 20 Cu.:. YD. 5.00 100.00
<br /> 2" ASPHALT PAVING 1470 SQ. YD. l.il,5 1,690.50
<br /> 6" BASE CRUSHED GRAV'EL 1470 SQ. YD. .60 882.00
<br /> COMB,CURB,GUTTER,STRAIGHT 834 LIN.FT. 1.50 1,251.00
<br /> COMB,CURB;GUTTER,CIRCULAR 51 LIN.FT. 1.50 76.50
<br /> 6ft SERVICE SEWERS . 88 LIN.FT. 2.00 176.00
<br /> 8" CULVERT PIPE 50 LIN.FT. 2.00 100.00
<br /> CATCH BASIN INLETS, I'
<br /> FLAT GRATE 2 75.00 .150'.00
<br /> CEMENT SIDEWALK 50 SQ. FT. .50 25.00
<br /> CRUSHED. ROCK' . 10 CU.YD. 2.75 27.50
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<br /> TOTAL $ 5,480.50
<br /> INTER-CITY SAND & GRAVEL COMPANY
<br />, EXCAVATION 1002 CU.YD. @ $ .95 $ 951.90
<br /> 2.25 45.00 .
<br /> SERVICE SEWERS, EXCAVATION 20 CU.YD.
<br /> 2" ASPHAL T PAVING 1470 SQ. YD. 1.01 1,484.70 I~
<br /> 6" BASE CRUSHED GRAVEL 1470 SQ.YD. .60 882.00
<br /> COMB,CURB,GUTTER,ST~AIGHT 834 tlN.FT. 1.60 1,334.40
<br /> L IN.FT. . 1.90 96.90 ~
<br /> COMB,CURB,GUTTER,CI~CUL~R 51
<br /> LIN.FT. . 1.25 110.00
<br /> 6" SERV ICE SEWERS 88
<br /> . LIN.FT. '2.00 100.00
<br /> 8" CULVE RT PIPE ,'- 50
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<br /> CA T CH BASIN INLETS,
<br /> . 2 , . 80:00 160.00
<br /> FLAT GRATE
<br /> SIDEWtl'LK . . :50 25.00
<br /> CEMENT 50 SO.FT.
<br /> C R U SHE D ROCK 10 CU. YO. 2.50 25.00
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<br /> TOTAL $ 5,214.90
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