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PAY ESTIMATE #3
<br />CITY OF ELK RIVER
<br />NATURES EDGE BUSINESS CENTER THIRD ADDITION
<br />Base Bid
<br />ITEM
<br />ESTIMATED
<br />NO. ITEM DESCRIPTIQN
<br />QUANTITY
<br />_
<br />r 1 MOBILIZATION
<br />�- 1
<br />2 CLEARING
<br />( 10
<br />{ 3 GRUBBING
<br />{ 10
<br />4 CLEARING
<br />{ 2.15
<br />{ 5 GRUBBING
<br />6 REMOVE CONCRETE APRON
<br />7 REMOVE GATE VALVE AND BOX
<br />8 REMOVE HYDRANT
<br />9 REMOVE SIGN
<br />10 SALVAGE SIGN
<br />11 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />12 REMOVE WATERMAIN
<br />13 REMOVE CONCRETE CURB
<br />{ 14 REMOVE BITUMINOUS PAVEMENT
<br />15 EXCAVATION - COMMON
<br />16 DEWATERING
<br />17 SUBGRADE SOIL MODIFICATION
<br />18 SUBGRADE PREPARATION
<br />19 AGGREGATE BASE CLASS 5 - TRAIL (CV) (P)
<br />20 AGGREGATE BASE CLASS 5 - STREET (CV) (P)
<br />21 MILL BITUMINOUS SURFACE (2.0")
<br />22 BITUMINOUS MATERIAL FOR TACK COAT
<br />23 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK
<br />24 TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) 2.0" THICK
<br />25 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 2.5" THICK
<br />26 15" RC PIPE APRON
<br />27 18" RC PIPE APRON
<br />{ 28 21" RC PIPE APRON
<br />29 42" RC PIPE APRON
<br />30 TRASH GUARD FOR 15 PIPE APRON
<br />31 TRASH GUARD FOR 18" PIPE APRON
<br />2.15
<br />1
<br />1
<br />1
<br />1
<br />2
<br />590
<br />10
<br />797
<br />1,374
<br />95,211
<br />1
<br />10,471
<br />28.9
<br />495
<br />3,088
<br />124
<br />705
<br />2,686
<br />10,072
<br />9,948
<br />3
<br />2
<br />1
<br />1
<br />3
<br />2
<br />Page 1
<br />CONTRACT CONTRACT USED TO
<br />UNIT UNIT PRICE AMOUNT DATE EXTENSION
<br />LUMP SUM $ 70,400.00 $ 70,400.00 0.75 $ 52,800.00
<br />EACH $ 112.80 $ 1,128.00 10 $ 1,128.00
<br />EACH $ 75.20 $ 752.00 10 $ 752.00
<br />ACRE $ 7,200.00 $ 15,480.00 2.15 $ 15,480.00
<br />ACRE $ 4,800.00 $ 10,320.00 2.15 $ 10,320.00
<br />EACH $ 300.00 $ 300.00 1 $ 300.00
<br />EACH $ 400.00 $ 400.00 1 $ 400.00
<br />EACH $ 400.00 $ 400.00 1 $ 400.00
<br />EACH $ 50.00 $ 50.00 1 $ 50.00
<br />EACH $ 50.00 $ 100.00 1 $ 50.00
<br />LIN FT $ 3.50 $ 2,065.00 545 $ 1,907.50
<br />LIN FT $ 90.00 $ 900.00 10 $ 900.00
<br />LIN FT $ 3.50 $ 2,789.50 798 $ 2,793.00
<br />SQ YD $ 5.00 $ 6,870.00 1,374 $ 6,870.00
<br />CU YD $ 1.96 $ 186,613.56 90,211 $ 176,813.56
<br />LUMP SUM $ 44,000.00 $ 44,000.00 1 $ 44,000.00
<br />SQ YD $ 0.75 $ 7,853.25 II $ - {
<br />ROAD STA $ 600.00 $ 17,340.00 14.45 4 $ 8,670,001
<br />CU YD $ 35.60 $ 17,622.00 $ -
<br />CU YD $ 27.00 $ 83,376.00 1,544 $ 41,688.00 1
<br />SQ YD $ 20.00 $ 2,480.00 $ -
<br />GALLONS $ 3.00 $ 2,115.00 $ -
<br />SQ YD $ 13.70 $ 36,798.20 $ -
<br />SQ YD $ 8.65 $ 87,122.80 $ -
<br />SQ YD $ 10.30 $ 102,464.40 $
<br />EACH $ 1,040.00 $ 3,120.00 3 $ 3,120.00
<br />EACH $ 1,102.00 $ 2,204.00 2 $ 2,204.00
<br />EACH $ 1,257.00 $ 1,257.00 1 ( $ 1,257.00
<br />EACH $ 2,682.00 $ 2,682.00 1 $ 2,682.00
<br />EACH $ 556.00 $ 1,668.00 3 $ 1,668.00
<br />EACH $ 610.00 $ 1,220.00 2 $ 1,220.00
<br />ER308 - Pay Estimate
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