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PAY ESTIMATE #1
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 6
<br />ITEM
<br />NO.ITEM DESCRIPTION
<br />ESTIMATED
<br />QUANTITY UNIT
<br />CONTRACT
<br />UNIT PRICE CONTRACT AMOUNT
<br />USED TO
<br />DATE EXTENSION
<br />1 MOBILIZATION 0.44 LUMP SUM $80,250.00 35,310.00$ 0.20 16,050.00$
<br />2 CLEARING 0.1 ACRE $21,698.20 2,169.82$ -$
<br />3 CLEARING 2 TREE $183.37 366.74$ -$
<br />4 GRUBBING 0.1 ACRE $14,363.70 1,436.37$ -$
<br />5 GRUBBING 3 TREE $103.91 311.73$ -$
<br />6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 8,491.67$ -$
<br />7 REMOVE SEWER PIPE (STORM)166 LIN FT $11.05 1,834.30$ -$
<br />8 REMOVE CONCRETE PAVEMENT 6,942 SQ FT $2.61 18,118.62$ -$
<br />9 REMOVE CONCRETE WALK 990 SQ FT $2.09 2,069.10$ -$
<br />10 REMOVE BITUMINOUS PAVEMENT 5,348 SQ YD $4.43 23,691.64$ -$
<br />11 REMOVE RIPRAP 27 CU YD $38.67 1,044.09$ -$
<br />12 SAWING CONCRETE PAVEMENT (FULL DEPTH)728 LIN FT $3.16 2,300.48$ -$
<br />13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)4767 LIN FT $1.98 9,438.66$ -$
<br />14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65$ -$
<br />15 SALVAGE CASTING 22 EACH $110.48 2,430.56$ -$
<br />16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 3,894.80$ -$
<br />17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20,000.00 20,000.00$ -$
<br />18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ -$
<br />19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ -$
<br />20 COMMON EXCAVATION (EV)3,707 CU YD $15.07 55,864.49$ -$
<br />21 SUBGRADE EXCAVATION (EV)6,113 CU YD $16.60 101,475.80$ -$
<br />22 WATER 250 MGAL $27.82 6,955.00$ -$
<br />23 AGGREGATE BASE CLASS 5 33 TON $26.75 882.75$ -$
<br />24 FULL DEPTH RECLAMATION 44993 SQ YD $1.50 67,489.50$ -$
<br />25 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ -$
<br />26 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ -$
<br />27 SHOULDER BASE AGGREGATE CLASS 2 50 TON $44.94 2,247.00$ -$
<br />28 MILL BITUMINOUS SURFACE (1.5")2,818 SQ YD $1.84 5,185.12$ -$
<br />29 MILL BITUMINOUS SURFACE 5,964 $1.03 6,142.92$ -$
<br />30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON $2.51 10,009.88$ -$
<br />31 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)5,114 TON $48.75 249,307.50$ -$
<br />32 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1,117 TON $50.35 56,240.95$ -$
<br />33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)6,618 TON $40.58 268,558.44$ -$
<br />34 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 1,241 SQ YD $13.14 16,306.74$ -$
<br />35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON $67.92 47,204.40$ -$
<br />36 15" CS PIPE CULVERT 64 LIN FT $50.82 3,252.48$ -$
<br />37 12" GS PIPE APRON 1 EACH $248.58 248.58$ -$
<br />38 15" GS PIPE APRON 6 EACH $276.20 1,657.20$ -$
<br />39 15" RC PIPE APRON 3 EACH $828.60 2,485.80$ -$
<br />40 18" RC PIPE APRON 1 EACH $883.84 883.84$ -$
<br />41 24" RC PIPE APRON 2 EACH $1,436.25 2,872.50$ -$
<br />42 15" RC PIPE CULVERT DESIGN 3006 CLASS V 32 LIN FT $66.29 2,121.28$ -$
<br />43 12" RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $52.48 629.76$ -$
<br />44 15" RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT $53.03 3,871.19$ -$
<br />45 18" RC PIPE SEWER DESIGN 3006 CLASS III 158 LIN FT $56.34 8,901.72$ -$
<br />46 24" RC PIPE SEWER DESIGN 3006 CLASS III 74 LIN FT $62.97 4,659.78$ -$
<br />47 12" HDPE PIPE SEWER - DIRECTIONAL DRILLED 137 LIN FT $154.67 21,189.79$ -$
<br />48 ADJUST VALVE BOX 7 EACH $303.82 2,126.74$ -$
<br />49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92 4,012.63$ -$
<br />50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 30 LIN FT $386.68 11,739.60$ -$
<br />51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 4 LIN FT $718.12 3,095.10$ -$
<br />52 CASTING ASSEMBLY 9 EACH $524.78 4,723.02$ -$
<br />53 INSTALL CASTING 22 EACH $110.48 2,430.56$ -$
<br />54 ADJUST FRAME AND RING CASTING 7 EACH $740.22 5,181.54$ -$
<br />55 SEAL CATCH BASIN 31 EACH $155.15 4,809.65$ -$
<br />56 RANDOM RIPRAP CLASS III 25 CU YD $121.53 2,989.64$ -$
<br />57 GEOTEXTILE FILTER TYPE IV 86 SQ YD $5.52 474.72$ -$
<br />58 4" CONCRETE WALK 25 SQ FT $6.37 159.25$ -$
<br />59 6" CONCRETE WALK 990 SQ FT $7.44 7,365.60$ -$
<br />60 CONCRETE CURB AND GUTTER DESIGN B412 18,806 LIN FT $11.72 220,406.32$ -$
<br />BID SCHEDULE "F" - LOCAL FUNDING
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