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FINAL PAYMENT
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx 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 $80,250.00 35,310.00$ 0.44 35,310.00$
<br />2 CLEARING 0.1 ACRE $21,698.20 2,169.82$ 0.1 2,169.82$
<br />3 CLEARING 2 TREE $183.37 366.74$ 5 916.85$
<br />4 GRUBBING 0.1 ACRE $14,363.70 1,436.37$ 0.1 1,436.37$
<br />5 GRUBBING 3 TREE $103.91 311.73$ 5 519.55$
<br />6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 8,491.67$ 2,527 8,162.21$
<br />7 REMOVE SEWER PIPE (STORM)166 LIN FT $11.05 1,834.30$ 166 1,834.30$
<br />8 REMOVE CONCRETE PAVEMENT 6,942 SQ FT $2.61 18,118.62$ 6,834 17,836.74$
<br />9 REMOVE CONCRETE WALK 990 SQ FT $2.09 2,069.10$ 757 1,582.13$
<br />10 REMOVE BITUMINOUS PAVEMENT 5,348 SQ YD $4.43 23,691.64$ 6,207.5 27,499.23$
<br />11 REMOVE RIPRAP 27 CU YD $38.67 1,044.09$ 27 1,044.09$
<br />12 SAWING CONCRETE PAVEMENT (FULL DEPTH)728 LIN FT $3.16 2,300.48$ 795 2,512.20$
<br />13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)4767 LIN FT $1.98 9,438.66$ 8,257 16,348.86$
<br />14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65$ 12 449.40$
<br />15 SALVAGE CASTING 22 EACH $110.48 2,430.56$ 16 1,767.68$
<br />16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 3,894.80$ 114 4,269.30$
<br />17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20,000.00 20,000.00$ 0.38 7,600.00$
<br />18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ 1 1,070.01$
<br />19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ 1 1,070.01$
<br />20 COMMON EXCAVATION (EV)3,707 CU YD $15.07 55,864.49$ 3,161 47,636.27$
<br />21 SUBGRADE EXCAVATION (EV)6,113 CU YD $16.60 101,475.80$ 9,636 159,957.60$
<br />22 WATER 250 MGAL $27.82 6,955.00$ 97 2,698.54$
<br />23 AGGREGATE BASE CLASS 5 33 TON $26.75 882.75$ 10 267.50$
<br />24 FULL DEPTH RECLAMATION 44993 SQ YD $1.50 67,489.50$ 45,449 68,173.50$
<br />25 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ 11,698 105,282.00$
<br />26 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ 14,358 129,222.00$
<br />27 SHOULDER BASE AGGREGATE CLASS 2 50 TON $44.94 2,247.00$ 74.36 3,341.74$
<br />28 MILL BITUMINOUS SURFACE (1.5")2,818 SQ YD $1.84 5,185.12$ 3,490 6,421.60$
<br />29 MILL BITUMINOUS SURFACE 5,964 $1.03 6,142.92$ 5,774 5,947.22$
<br />30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON $2.51 10,009.88$ 4,045 10,152.95$
<br />31 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)5,114 TON $48.75 249,307.50$ 5,074.5 247,381.88$
<br />32 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1,117 TON $50.35 56,240.95$ 1,100.82 55,426.29$
<br />33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)6,618 TON $40.58 268,558.44$ 6,713.71 272,442.35$
<br />34 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 1,241 SQ YD $13.14 16,306.74$ 1,295.1 17,017.61$
<br />35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON $67.92 47,204.40$ 986.93 67,032.29$
<br />36 15" CS PIPE CULVERT 64 LIN FT $50.82 3,252.48$ 70 3,557.40$
<br />37 12" GS PIPE APRON 1 EACH $248.58 248.58$ 1 248.58$
<br />38 15" GS PIPE APRON 6 EACH $276.20 1,657.20$ 6 1,657.20$
<br />39 15" RC PIPE APRON 3 EACH $828.60 2,485.80$ 3 2,485.80$
<br />40 18" RC PIPE APRON 1 EACH $883.84 883.84$ 3 2,651.52$
<br />41 24" RC PIPE APRON 2 EACH $1,436.25 2,872.50$ 0 -$
<br />42 15" RC PIPE CULVERT DESIGN 3006 CLASS V 32 LIN FT $66.29 2,121.28$ 32 2,121.28$
<br />43 12" RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $52.48 629.76$ 12 629.76$
<br />44 15" RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT $53.03 3,871.19$ 88 4,666.64$
<br />45 18" RC PIPE SEWER DESIGN 3006 CLASS III 158 LIN FT $56.34 8,901.72$ 240 13,521.60$
<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 $154.67 21,189.79$ 137 21,189.79$
<br />48 ADJUST VALVE BOX 7 EACH $303.82 2,126.74$ 9 2,734.38$
<br />49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92 4,012.63$ 9.08 4,012.63$
<br />50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 30 LIN FT $386.68 11,739.60$ 30.36 11,739.60$
<br />51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 4 LIN FT $718.12 3,095.10$ 4.31 3,095.10$
<br />52 CASTING ASSEMBLY 9 EACH $524.78 4,723.02$ 10 5,247.80$
<br />53 INSTALL CASTING 22 EACH $110.48 2,430.56$ 14 1,546.72$
<br />54 ADJUST FRAME AND RING CASTING 7 EACH $740.22 5,181.54$ 5 3,701.10$
<br />55 SEAL CATCH BASIN 31 EACH $155.15 4,809.65$ 26 4,033.90$
<br />56 RANDOM RIPRAP CLASS III 25 CU YD $121.53 2,989.64$ 42.7 5,189.33$
<br />57 GEOTEXTILE FILTER TYPE IV 86 SQ YD $5.52 474.72$ 108 596.16$
<br />58 4" CONCRETE WALK 25 SQ FT $6.37 159.25$ 88 560.56$
<br />59 6" CONCRETE WALK 990 SQ FT $7.44 7,365.60$ 583 4,337.52$
<br />60 CONCRETE CURB AND GUTTER DESIGN B412 18,806 LIN FT $11.72 220,406.32$ 18,897 221,472.84$
<br />BID SCHEDULE "F" - LOCAL FUNDING
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