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FINAL PAYMENT
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 7
<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 $52.97 73,999.09$ 1,802.6 95,483.72$
<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 $57.78 4,217.94$ 0 -$
<br />65 CONCRETE DRAINAGE FLUME 61 SQ YD $115.56 7,049.16$ 50 5,778.00$
<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 $101.65 1,524.75$ 10 1,016.50$
<br />69 INSTALL MAILBOX SUPPORT 104 EACH $42.80 4,451.20$ 114 4,879.20$
<br />70 TRAFFIC CONTROL 0.44 LUMP SUM $79,859.18 35,138.04$ 0.44 35,138.04$
<br />71 INSTALL SIGN SUPPORT 17 EACH $80.25 1,364.25$ 12 963.00$
<br />72 ADJUST HANDHOLE 2 EACH $428.00 856.00$ 0 -$
<br />73 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ 0 -$
<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 $90.95 4,001.80$ 51 4,638.45$
<br />76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.87 6,451.50$ 2,606 4,873.22$
<br />77 STABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM $5,200.25 2,288.11$ 0.44 2,288.11$
<br />78 CULVERT END CONTROLS 2 EACH $240.76 481.52$ 2 481.52$
<br />79 FERTILIZER TYPE 1 2,173 POUND $1.02 2,216.46$ 1,436 1,464.72$
<br />80 COMMON TOPSOIL BORROW (LV)1,092 CU YD $35.85 39,148.20$ 1,807 64,780.95$
<br />81 SEEDING 7 ACRE $374.50 2,640.23$ 7.05 2,640.23$
<br />82 SEED MIXTURE 25-131 1,549 POUND $3.20 4,956.80$ 1,549 4,956.80$
<br />83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SQ YD $1.55 4,843.75$ 604 936.20$
<br />84 HYDRAULIC NATURAL TACKIFIER 30,922 SQ YD $0.75 23,191.50$ 30,922 23,191.50$
<br />85 EROSION CONTROL 0.44 LUMP SUM $3,210.02 1,412.41$ 0.44 1,412.41$
<br />86 PAVEMENT MESSAGE EPOXY 45 SQ FT $5.73 257.85$ 45 257.85$
<br />87 4" SOLID LINE EPOXY 2959 LIN FT $0.31 917.29$ 5,018 1,555.58$
<br />88 24" SOLID LINE EPOXY 43 LIN FT $6.88 295.84$ 44 302.72$
<br />89 4" BROKEN LINE EPOXY 622 LIN FT $0.31 192.82$ 600 186.00$
<br />90 4" DOUBLE SOLID LINE EPOXY 1,180 LIN FT $0.62 731.60$ 0 -$
<br />91 CROSSWALK EPOXY 270 SQ FT $3.67 990.90$ 0 -$
<br />1,824,961.43$ 1,958,368.30$
<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 -CU YD $27.35 -623 17,039.05$
<br />2 STABILIZING AGGREGATE (1.5" CLEAR ROCK)-TON $36.52 -327.78 11,970.53$
<br />3 4" DRAIN TILE -LIN FT $13.13 -513 6,735.69$
<br />4 GEOTEXTILE FABRIC -SQ YD $2.74 -5,244 14,368.56$
<br />5 GRANULAR BORROW -CU YD $17.70 -994 17,593.80$
<br />6 RECYCLE CLASS 5 -TON $18.31 -202.22 3,702.65$
<br />7 ADDITIONAL TREE CLEARING NORFOLK STREET -LS $3,080.00 -1.00 3,080.00$
<br />8 RESTORATION AT 19218 LOWELL CIRCLE -LS $2,024.55 -1.00 2,024.55$
<br />76,514.83$
<br />BID SCHEDULE "F" - LOCAL FUNDING - CONTINUED
<br />Total Bid Schedule "F"
<br />SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE
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