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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 0.17 LUMP SUM $80,250.80 12,037.62$ 0.17 13,642.64$
<br />2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 16,844.45$ 5,202 16,802.46$
<br />3 REMOVE CONCRETE PAVEMENT 505 SQ FT $2.61 1,318.05$ 793 2,069.73$
<br />4 REMOVE CONCRETE WALK 2,927 SQ FT $2.09 6,117.43$ 4,595 9,603.55$
<br />5 REMOVE BITUMINOUS PAVEMENT 36 SQ YD $26.75 963.00$ 137 3,664.75$
<br />6 SAWING CONCRETE PAVEMENT (FULL DEPTH)58 LIN FT $3.16 183.28$ 58 183.28$
<br />7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)311 LIN FT $1.98 615.78$ 311 615.78$
<br />8 SALVAGE SIGN SUPPORT 12 EACH $26.75 321.00$ -$
<br />9 SALVAGE CASTING 9 EACH $110.48 994.32$ 12 1,325.76$
<br />10 SUBGRADE EXCAVATION (EV)870 CU YD $19.56 17,017.20$ 870 17,017.20$
<br />11 WATER 150 MGAL $27.82 4,173.00$ -$
<br />12 FULL DEPTH RECLAMATION 18,008 SQ YD $1.39 25,031.12$ 18,008 25,031.12$
<br />13 HAUL FULL DEPTH RECLAMATION (LV)4121 CU YD $6.49 26,745.29$ 4,121 26,745.29$
<br />14 HAUL FULL DEPTH RECLAMATION (LV)2608 CU YD $6.49 16,925.92$ 2,608 16,925.92$
<br />15 MILL BITUMINOUS SURFACE (2")64 SQ YD $9.63 616.32$ -$
<br />16 MILL BITUMINOUS SURFACE (2.5")45 SQ YD $9.63 433.35$ -$
<br />17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 2,080.79$ 100 251.00$
<br />18 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)465 TON $49.85 23,180.25$ 436.88 21,778.47$
<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 $40.72 91,620.00$ 2,320.24 94,480.17$
<br />21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95 1,979.50$ 16.96 3,357.23$
<br />22 ADJUST VALVE BOX 6 EACH $513.54 3,081.24$ 6 3,081.24$
<br />23 INSTALL CASTING 12 EACH $110.48 1,325.76$ 12 1,325.76$
<br />24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 3,701.10$ 8 5,921.76$
<br />25 SEAL CATCH BASIN 12 EACH $155.15 1,861.80$ 12 1,861.80$
<br />26 4" CONCRETE WALK 1,752 SQ FT $6.37 11,160.24$ 2,201 14,020.37$
<br />27 6" CONCRETE WALK 1,175 SQ FT $7.44 8,742.00$ 2,379 17,699.76$
<br />28 CONCRETE CURB AND GUTTER DESIGN B618 5,215 LIN FT $12.79 66,699.85$ 5,177 66,213.83$
<br />29 7" CONCRETE DRIVEWAY PAVEMENT 58 SQ YD $77.04 4,468.32$ 103.7 7,989.05$
<br />30 TRUNCATED DOMES 220.0 SQ FT $48.15 10,593.00$ 292 14,059.80$
<br />31 TRAFFIC CONTROL 0.15 LUMP SUM $79,859.20 11,978.88$ 0.15 11,978.88$
<br />32 INSTALL SIGN SUPPORT 9 EACH $80.25 722.25$ -$
<br />33 ADJUST HANDHOLE 2 EACH $428.00 856.00$ 1 428.00$
<br />34 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ 1 909.51$
<br />35 STORM DRAIN INLET PROTECTION 13 EACH $90.95 1,182.35$ 13 1,182.35$
<br />36 STABILIZED CONSTRUCTION EXIT 0.15 LUMP SUM $5,200.27 780.04$ 0.0 -$
<br />37 FERTILIZER TYPE 1 300 POUND $1.02 306.00$ 300 306.00$
<br />38 COMMON TOPSOIL BORROW (LV)330 CU YD $34.25 11,302.50$ 354 12,124.50$
<br />39 SEEDING 1 ACRE $374.51 374.51$ 1 374.51$
<br />40 SEED MIXTURE 25-131 165 POUND $3.20 528.00$ 165 528.00$
<br />41 HYDRAULIC NATURAL TACKIFIER 3,630 SQ YD $0.75 2,722.50$ 3,630 2,722.50$
<br />42 EROSION CONTROL 0.15 LUMP SUM $3,210.07 481.51$ 0.15 481.51$
<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 LIN FT $0.62 1,370.20$ -$
<br />48 CROSSWALK EPOXY 1872 SQ FT $3.67 6,870.24$ -$
<br />500,287.45$ 416,703.48$
<br />BID SCHEDULE "B" - S.A.P. 204-129-001 - JOPLIN STREET
<br />Total Bid Schedule "B"
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 2
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