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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 />61 CONCRETE CURB AND GUTTER DESIGN B618 2559 LIN FT $12.79 32,729.61$ 2,401 30,708.79$
<br />62 6" CONCRETE DRIVEWAY PAVEMENT 1,397 SQ YD $52.97 73,999.09$ 21 1,112.37$
<br />63 7" CONCRETE DRIVEWAY PAVEMENT 106 SQ YD $77.04 8,166.24$ 94 7,241.76$
<br />64 8" CONCRETE DRIVEWAY PAVEMENT 73 SQ YD $57.78 4,217.94$ -$
<br />65 CONCRETE DRAINAGE FLUME 61 SQ YD $115.56 7,049.16$ -$
<br />66 TRUNCATED DOMES 170 SQ FT $48.15 8,185.50$ 88 4,237.20$
<br />67 BITUMINOUS CURB 1,710 LIN FT $2.14 3,659.40$ 2,461 5,266.54$
<br />68 MAILBOX SUPPORT 15 EACH $101.65 1,524.75$ -$
<br />69 INSTALL MAILBOX SUPPORT 104 EACH $42.80 4,451.20$ -$
<br />70 TRAFFIC CONTROL 0.44 LUMP SUM $79,859.18 35,138.04$ 0.10 7,985.92$
<br />71 INSTALL SIGN SUPPORT 17 EACH $80.25 1,364.25$ -$
<br />72 ADJUST HANDHOLE 2 EACH $428.00 856.00$ -$
<br />73 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ -$
<br />74 SILT FENCE, TYPE MS 2,280 LIN FT $1.87 4,263.60$ 477 891.99$
<br />75 STORM DRAIN INLET PROTECTION 44 EACH $90.95 4,001.80$ 21 1,909.95$
<br />76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.87 6,451.50$ -$
<br />77 STABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM $5,200.25 2,288.11$ -$
<br />78 CULVERT END CONTROLS 2 EACH $240.76 481.52$ -$
<br />79 FERTILIZER TYPE 1 2,173 POUND $1.02 2,216.46$ 150 153.00$
<br />80 COMMON TOPSOIL BORROW (LV)1,092 CU YD $35.85 39,148.20$ 320 11,472.00$
<br />81 SEEDING 7 ACRE $374.50 2,640.23$ 0.38 142.31$
<br />82 SEED MIXTURE 25-131 1,549 POUND $3.20 4,956.80$ 83 265.60$
<br />83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SQ YD $1.55 4,843.75$ 100 155.00$
<br />84 HYDRAULIC NATURAL TACKIFIER 30,922 SQ YD $0.75 23,191.50$ 1,815 1,361.25$
<br />85 EROSION CONTROL 0.44 LUMP SUM $3,210.02 1,412.41$ 0.10 321.00$
<br />86 PAVEMENT MESSAGE EPOXY 45 SQ FT $5.73 257.85$ -$
<br />87 4" SOLID LINE EPOXY 2959 LIN FT $0.31 917.29$ -$
<br />88 24" SOLID LINE EPOXY 43 LIN FT $6.88 295.84$ -$
<br />89 4" BROKEN LINE EPOXY 622 LIN FT $0.31 192.82$ -$
<br />90 4" DOUBLE SOLID LINE EPOXY 1,180 LIN FT $0.62 731.60$ -$
<br />91 CROSSWALK EPOXY 270 SQ FT $3.67 990.90$ -$
<br />1,824,961.43$ 402,507.74$
<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 COMMON EXCAVATION -CY $27.35 -430.00 11,760.50$
<br />2 STABILIZING AGGREGATE (1.5" CLEAR ROCK)-TON $36.52 -327.78 11,970.53$
<br />3 4" DRAIN TILE -LF $13.13 -513 6,735.69$
<br />4 GEOTEXTILE FABRIC -SY $2.74 -1,287 3,526.38$
<br />33,993.10$
<br />BID SCHEDULE "F" - LOCAL FUNDING - CONTINUED
<br />Total Bid Schedule "F"
<br />SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 7
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