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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 $80,250.82 13,642.64$ 0.17 13,642.64$
<br />2 REMOVE CURB AND GUTTER 3490 LIN FT $3.23 11,272.70$ 3,579 11,560.17$
<br />3 REMOVE CONCRETE PAVEMENT 1,016 SQ FT $2.61 2,651.76$ 1,318 3,439.98$
<br />4 REMOVE CONCRETE WALK 2,468 SQ FT $2.09 5,158.12$ 3,951 8,257.59$
<br />5 SAWING CONCRETE PAVEMENT (FULL DEPTH)84 LIN FT $3.16 265.44$ 84 265.44$
<br />6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)125 LIN FT $1.98 247.50$ 125 247.50$
<br />7 SALVAGE SIGN SUPPORT 5 EACH $37.45 187.25$ -$
<br />8 SALVAGE CASTING 15 EACH $107.00 1,605.00$ 16 1,712.00$
<br />9 SUBGRADE EXCAVATION (EV)2,167 CU YD $18.54 40,176.18$ 2,167 40,176.18$
<br />10 WATER 150 MGAL $27.82 4,173.00$ -$
<br />11 FULL DEPTH RECLAMATION 21,725 SQ YD $1.21 26,287.25$ 21,725 26,287.25$
<br />12 HAUL FULL DEPTH RECLAMATION (LV)7,409 CU YD $6.26 46,380.34$ 7,409 46,380.34$
<br />13 HAUL FULL DEPTH RECLAMATION (LV)7024 CU YD $6.25 43,900.00$ 7,024 43,900.00$
<br />14 MILL BITUMINOUS SURFACE (2")44 SQ YD $9.63 423.72$ 22 211.86$
<br />15 BITUMINOUS MATERIAL FOR TACK COAT 1,200 GALLON $2.51 3,012.00$ 925 2,321.75$
<br />16 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2,613 TON $45.99 120,171.87$ 2,334.04 107,342.50$
<br />17 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)3,264 TON $41.24 134,607.36$ 3,085.55 127,248.08$
<br />18 ADJUST VALVE BOX 15 EACH $513.54 7,703.10$ 16 8,216.64$
<br />19 INSTALL CASTING 15 EACH $324.48 4,867.20$ 28 9,085.44$
<br />20 ADJUST FRAME AND RING CASTING 11 EACH $740.22 8,142.42$ 14 10,363.08$
<br />21 SEAL CATCH BASIN 15 EACH $155.15 2,327.25$ 16 2,482.40$
<br />22 4" CONCRETE WALK 2,238 SQ FT $6.37 14,256.06$ 3,195 20,352.15$
<br />23 6" CONCRETE WALK 230 SQ FT $7.44 1,711.20$ 756 5,624.64$
<br />24 CONCRETE CURB AND GUTTER DESIGN B618 3490 LIN FT $12.79 44,637.10$ 3,609 46,159.11$
<br />25 7" CONCRETE DRIVEWAY PAVEMENT 114 SQ YD $77.04 8,782.56$ 150 11,556.00$
<br />26 8" CONCRETE DRIVEWAY PAVEMENT 40 SQ YD $57.78 2,311.20$ 10 577.80$
<br />27 TRUNCATED DOMES 56 SQ FT $48.15 2,696.40$ 34 1,637.10$
<br />28 TRAFFIC CONTROL 0.17 LUMP SUM $79,859.18 13,576.06$ 0.17 13,576.06$
<br />29 INSTALL SIGN SUPPORT 5 EACH $80.25 401.25$ -$
<br />30 STORM DRAIN INLET PROTECTION 17 EACH $90.95 1,546.15$ 36 3,274.20$
<br />31 STABILIZED CONSTRUCTION ENTRANCE 0.17 LUMP SUM $5,200.29 884.05$ 0 -$
<br />32 FERTILIZER TYPE 1 72 POUND $1.02 73.44$ 72 73.44$
<br />33 COMMON TOPSOIL BORROW (LV)130 CU YD $34.25 4,452.50$ 163 5,582.75$
<br />34 SEEDING 0.25 ACRE $374.48 93.62$ 0.25 93.62$
<br />35 SEED MIXTURE 25-131 40 POUND $3.20 128.00$ 40 128.00$
<br />36 HYDRAULIC NATURAL TACKIFIER 871 SQ YD $0.75 653.25$ 871 653.25$
<br />37 EROSION CONTROL 0.17 LUMP SUM $3,210.00 545.70$ 0.17 545.70$
<br />38 PAVEMENT MESSAGE EPOXY 192 SQ FT $5.73 1,100.16$ -$
<br />39 4" SOLID LINE EPOXY 5,912 LIN FT $0.31 1,832.72$ -$
<br />40 24" SOLID LINE EPOXY 82 LIN FT $6.88 564.16$ -$
<br />41 4" BROKEN LINE EPOXY 649 LIN FT $0.31 201.19$ -$
<br />42 4" DOUBLE SOLID LINE EPOXY 3,170 LIN FT $0.62 1,965.40$ -$
<br />43 CROSSWALK EPOXY 537 SQ FT $3.67 1,970.79$ -$
<br />581,585.06$ 572,974.66$ Total Bid Schedule "C"
<br />BID SCHEDULE "C" - S.A.P. 204-131-003 - BUSINESS CENTER DRIVE
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 3
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