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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 - 2 <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 0.17 LUMP SUM $80,250.80 12,037.62$ -$ <br />2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 16,844.45$ -$ <br />3 REMOVE CONCRETE PAVEMENT 505 SQ FT $2.61 1,318.05$ -$ <br />4 REMOVE CONCRETE WALK 2,927 SQ FT $2.09 6,117.43$ -$ <br />5 REMOVE BITUMINOUS PAVEMENT 36 SQ YD $26.75 963.00$ -$ <br />6 SAWING CONCRETE PAVEMENT (FULL DEPTH)58 LIN FT $3.16 183.28$ -$ <br />7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)311 LIN FT $1.98 615.78$ -$ <br />8 SALVAGE SIGN SUPPORT 12 EACH $26.75 321.00$ -$ <br />9 SALVAGE CASTING 9 EACH $110.48 994.32$ -$ <br />10 SUBGRADE EXCAVATION (EV)870 CU YD $19.56 17,017.20$ -$ <br />11 WATER 150 MGAL $27.82 4,173.00$ -$ <br />12 FULL DEPTH RECLAMATION 18,008 SQ YD $1.39 25,031.12$ -$ <br />13 HAUL FULL DEPTH RECLAMATION (LV)4121.0 CU YD $6.49 26,745.29$ -$ <br />14 HAUL FULL DEPTH RECLAMATION (LV)2608.0 CU YD $6.49 16,925.92$ -$ <br />15 MILL BITUMINOUS SURFACE (2")64.0 SQ YD $9.63 616.32$ -$ <br />16 MILL BITUMINOUS SURFACE (2.5")45.0 SQ YD $9.63 433.35$ -$ <br />17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 2,080.79$ -$ <br />18 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)465.0 TON $49.85 23,180.25$ -$ <br />19 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2051 TON $46.04 94,428.04$ -$ <br />20 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,250 TON $40.72 91,620.00$ -$ <br />21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95 1,979.50$ -$ <br />22 ADJUST VALVE BOX 6 EACH $513.54 3,081.24$ -$ <br />23 INSTALL CASTING 12 EACH $110.48 1,325.76$ -$ <br />24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 3,701.10$ -$ <br />25 SEAL CATCH BASIN 12 EACH $155.15 1,861.80$ -$ <br />26 4" CONCRETE WALK 1,752 SQ FT $6.37 11,160.24$ -$ <br />27 6" CONCRETE WALK 1,175 SQ FT $7.44 8,742.00$ -$ <br />28 CONCRETE CURB AND GUTTER DESIGN B618 5,215 LIN FT $12.79 66,699.85$ -$ <br />29 7" CONCRETE DRIVEWAY PAVEMENT 58 SQ YD $77.04 4,468.32$ -$ <br />30 TRUNCATED DOMES 220.0 SQ FT $48.15 10,593.00$ -$ <br />31 TRAFFIC CONTROL 0.2 LUMP SUM $79,859.20 11,978.88$ -$ <br />32 INSTALL SIGN SUPPORT 9.0 EACH $80.25 722.25$ -$ <br />33 ADJUST HANDHOLE 2.0 EACH $428.00 856.00$ -$ <br />34 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ -$ <br />35 STORM DRAIN INLET PROTECTION 13.0 EACH $90.95 1,182.35$ -$ <br />36 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.27 780.04$ -$ <br />37 FERTILIZER TYPE 1 300 POUND $1.02 306.00$ -$ <br />38 COMMON TOPSOIL BORROW (LV)330 CU YD $34.25 11,302.50$ -$ <br />39 SEEDING 1 ACRE $374.51 374.51$ -$ <br />40 SEED MIXTURE 25-131 165 POUND $3.20 528.00$ -$ <br />41 HYDRAULIC NATURAL TACKIFIER 3,630 SQ YD $0.75 2,722.50$ -$ <br />42 EROSION CONTROL 0 LUMP SUM $3,210.07 481.51$ -$ <br />43 PAVEMENT MESSAGE EPOXY 99 SQ FT $5.73 567.27$ -$ <br />44 4" SOLID LINE EPOXY 770 LIN FT $0.31 238.70$ -$ <br />45 24" SOLID LINE EPOXY 118 LIN FT $6.88 811.84$ -$ <br />46 4" BROKEN LINE EPOXY 960 LIN FT $0.31 297.60$ -$ <br />47 4" DOUBLE SOLID LINE EPOXY 2210.0 LIN FT $0.62 1,370.20$ -$ <br />48 CROSSWALK EPOXY 1872.0 SQ FT $3.67 6,870.24$ -$ <br />500,287.45$ -$ Total Bid Schedule "B" <br />BID SCHEDULE "B" - S.A.P. 204-129-001 - JOPLIN STREET