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BIO TABULATION
<br />
<br /> PROJECT: LION'S PARK PARKING LOT EXPANSION AND TRAIL OVERLAY
<br /> OWNER: CITY OF ELK RIVER
<br /> OPENING DATE: APRIL 14 2004
<br /> ENGINEER: HOWARD R. GREEN COMPANY
<br />
<br />.................................................. ~:~:~:~:::: ........... ~:~:~:i~i:i:~:~:!:~:!:~:!:~:~:~:~:*:~:i:i~i:i:i:~:!:~:~:i:i~!~m:~:~:~!~!~)i
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<br />SCHEDULE t.0 - BASE BID
<br />
<br />1 MOBILIZATION LS 1
<br />2 CLEARING AND GRUBBING TREE 1
<br />3 REMOVE BITUMINOUS PAVEMENT $ Y 235
<br />4 MILL BITUMINOUS PAVEMENT (1.5" DEEP) S Y S0
<br />5 COMMON EXCAVATION (BM) (P) CY 300
<br />6 AGGREGATE BASE, CLASS 5 TON 510
<br />7 TYPE LV 4 ~.ARING COURSE MIXTURE TON 1050
<br />8 TYPE LV 4 NON WEARING COURSE MIXTURE TON 135
<br />9 BITUMINOUS MATERIAL FOR TACK COAT GAL 410
<br />10 CONCRETE CURB & GUTTER, DESIGN B818 LF 309
<br />11 4" BOLD LINE WHITE, EPOXY LF 822
<br />12 PROCTOR TEST EACH 1
<br />13 DENSITY TEST, INPLACE EACH 5
<br />14 CONCRETE TESTING EACH 1
<br />
<br />T SCHEDULE 1.0 - BA~E BIO
<br />
<br />SCHEDULE 2.0 - ALTERNATE NO. 1
<br />
<br />I PAVING FABRIC S Y 7000
<br />2 BITUMINOUS MATERIAL FOR TACK COAT GAL 1400
<br />
<br />T SCHEDULE 2.0 - ALTERNATE NO. I
<br />
<br />3,611,75 3,611,75 4,400.00 4,400,00 4,000.00 4,000.00 2,800.00 2,800.00 2,800.00 2,800.00 2,000.00 2,000.00
<br />500.00 500.00 500.00 500,00 200,00 200.00 125.00 125.00 300.00 300.00 200.00 200,00
<br />
<br />1.00 235,00 2,50 587.50 2,85 669.75 7.50 1,762,50 3.00 705.00 4.50 1,057.50
<br />6.00 360.00 5.00 380.00 5.00 300.00 15.00 900.00 10,00 600.00 6.00 380.00
<br />13.50 4,050.00 11.00 3,300.00 10.00 3,000.00 8.00 2,400.00 16.00 4,800.00 25.00 7,500.00
<br />9.50 4,845.00 11,50 5,865.00 10.95 5,584.50 11.68 5,956.80 17.15 8,746.50 9.50 4,845.00
<br />41.50 43,575.00 42.50 44,825.00 45.00 47,250.00 45.41 47,B80.50 48.91 49,255.50 49.50 51,975.00
<br />43.85 5,919,75 44,00 5,940.00 45.00 6,075.00 42,25 5,703.75 46.91 6,332.85 49.50 6,882.50
<br />1.25 512.50 1.00 410.00 1.75 717.50 1.00 410.00 1.50 615.00 1.35 553.50
<br />14.00 4,326,00 14.50 4,480.50 14.45 4,485.05 15.00 4,635.00 16.00 4,944.00 14.18 4,381.62
<br />2.00 1,644.00 3.85 3,164,70 2,25 1,849.50 2.00 1,644.00 2.10 1,726.20 1.50 1,233.00
<br />105.00 105.00 250.00 250.00 95.00 95.00 90.00 90.00 150.00 150.00 150.00 150.00
<br />35.00 175.00 65.00 325.00 22.00 110.00 90.00 450.00 100,00 500.00 125.00 62500
<br />90,00 90.00 250.00 250,00 150,00 150.00 90,00 90,00 150.00 150.00 250.00 250.00
<br />
<br />89,949,00 74,457.70 74,486.30 74,647.55 81,625,05 81,813.12
<br />
<br />2.00 14,000.00 1.00 7,000.00 1.95 13,550.00 1.00 7,000.00 1.58 11,060.00 1.00 7,000.00
<br />3.00 4,200.00 2.35 3,290,00 1.15 1,610.00 1.00 1,400.00 1.58 2,212,00 1.35 t,890.00
<br />
<br />18,200.00 10,290.00 15,280.00 8,400.00 13,272.00 8,890.00
<br />
<br />I HEREBY CERTIFY THAT THIS IS AN ACCURATE TABULATION OF THE BIDS
<br />RECEIVED FOR THE ABOVE MENTIONED PROJECT.
<br />
<br />MN REG. NO.: 15318
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<br />O:/Proj~23240J/SPEC/Bid-041504- bid tab.xis ~
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