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PAY ESTIMATE #3 <br />CITY OF ELK RIVER <br />2017 Street Improvements <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 0.06 LUMP SUM $80,250.83 4,815.05$ -$ <br />2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 11,232.00$ -$ <br />3 REMOVE CONCRETE PAVEMENT 1,412 SQ FT $1.46 2,061.52$ -$ <br />4 REMOVE CONCRETE WALK 2,230 SQ FT $1.09 2,430.70$ -$ <br />5 REMOVE BITUMINOUS PAVEMENT 774 SQ YD $4.84 3,746.16$ -$ <br />6 SAWING CONCRETE PAVEMENT (FULL DEPTH)230 LIN FT $3.16 726.80$ -$ <br />7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)360 LIN FT $2.09 752.40$ -$ <br />8 SALVAGE SIGN SUPPORT 6 EACH $37.45 224.70$ -$ <br />9 SALVAGE CASTING 11 EACH $107.00 1,177.00$ -$ <br />10 MILL BITUMINOUS SURFACE (1.5")1,544 SQ YD $1.95 3,010.80$ -$ <br />11 MILL BITUMINOUS SURFACE 8,330 SQ YD $0.59 4,914.70$ -$ <br />12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 2,216.33$ -$ <br />13 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1530 TON $47.87 73,241.10$ -$ <br />14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 11,066.70$ -$ <br />15 ADJUST VALVE BOX 5 EACH $441.92 2,209.60$ -$ <br />16 INSTALL CASTING 11 EACH $110.48 1,215.28$ -$ <br />17 ADJUST FRAME AND RING CASTING 2 EACH $994.32 1,988.64$ -$ <br />18 SEAL CATCH BASIN 11 EACH $155.15 1,706.65$ -$ <br />19 4" CONCRETE WALK 1,400 SQ FT $6.37 8,918.00$ -$ <br />20 6" CONCRETE WALK 870 SQ FT $7.44 6,472.80$ -$ <br />21 CONCRETE CURB AND GUTTER DESIGN B618 2,160 LIN FT $12.79 27,626.40$ -$ <br />22 7" CONCRETE DRIVEWAY PAVEMENT 157 SQ YD $77.04 12,095.28$ -$ <br />23 TRUNCATED DOMES 294 SQ FT $48.15 14,156.10$ -$ <br />24 TRAFFIC CONTROL 0.06 LUMP SUM $79,859.17 4,791.55$ -$ <br />25 INSTALL SIGN SUPPORT 6 EACH $80.25 481.50$ -$ <br />26 STORM DRAIN INLET PROTECTION 11 EACH $90.95 1,000.45$ -$ <br />27 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.33 312.02$ -$ <br />28 COMMON TOPSOIL BORROW (LV)30 CU YD $47.06 1,411.80$ -$ <br />29 SEEDING 0.15 ACRE $374.47 56.17$ -$ <br />30 SEED MIXTURE 25-131 25 POUND $3.20 80.00$ -$ <br />31 HYDRAULIC NATURAL TACKIFIER 533 SQ YD $0.75 399.75$ -$ <br />32 EROSION CONTROL 0.06 LUMP SUM $3,210.00 192.60$ -$ <br />33 PAVEMENT MESSAGE EPOXY 71 SQ FT $5.73 406.83$ -$ <br />34 4" SOLID LINE EPOXY 240 LIN FT $0.31 74.40$ -$ <br />35 24" SOLID LINE EPOXY 70 LIN FT $6.88 481.60$ -$ <br />36 4" BROKEN LINE EPOXY 1,150 LIN FT $0.31 356.50$ -$ <br />37 4" DOUBLE SOLID LINE EPOXY 2,250 LIN FT $0.62 1,395.00$ -$ <br />38 CROSSWALK EPOXY 324 SQ FT $3.67 1,189.08$ -$ <br />210,633.96$ -$ <br />BID SCHEDULE "E" - S.A.P. 204-154-001 - EVANS STREET <br />Total Bid Schedule "E" <br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 5