|
FINAL PAYMENT
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 5
<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 0.06 LUMP SUM $80,250.83 4,815.05$ 0.06 4,815.05$
<br />2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 11,232.00$ 1,859 9,666.80$
<br />3 REMOVE CONCRETE PAVEMENT 1,412 SQ FT $1.46 2,061.52$ 2,778.2 4,056.17$
<br />4 REMOVE CONCRETE WALK 2,230 SQ FT $1.09 2,430.70$ 4,612 5,027.08$
<br />5 REMOVE BITUMINOUS PAVEMENT 774 SQ YD $4.84 3,746.16$ 1,619 7,835.96$
<br />6 SAWING CONCRETE PAVEMENT (FULL DEPTH)230 LIN FT $3.16 726.80$ 282 891.12$
<br />7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)360 LIN FT $2.09 752.40$ 2,550 5,329.50$
<br />8 SALVAGE SIGN SUPPORT 6 EACH $37.45 224.70$ 3 112.35$
<br />9 SALVAGE CASTING 11 EACH $107.00 1,177.00$ 13 1,391.00$
<br />10 MILL BITUMINOUS SURFACE (1.5")1,544 SQ YD $1.95 3,010.80$ 1,949 3,800.55$
<br />11 MILL BITUMINOUS SURFACE 8,330 SQ YD $0.59 4,914.70$ 8,063 4,757.17$
<br />12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 2,216.33$ 870 2,183.70$
<br />13 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1530 TON $47.87 73,241.10$ 1,540.76 73,756.18$
<br />14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 11,066.70$ 264.54 15,824.78$
<br />15 ADJUST VALVE BOX 5 EACH $441.92 2,209.60$ 6 2,651.52$
<br />16 INSTALL CASTING 11 EACH $110.48 1,215.28$ 13 1,436.24$
<br />17 ADJUST FRAME AND RING CASTING 2 EACH $994.32 1,988.64$ 1 994.32$
<br />18 SEAL CATCH BASIN 11 EACH $155.15 1,706.65$ 13 2,016.95$
<br />19 4" CONCRETE WALK 1,400 SQ FT $6.37 8,918.00$ 991 6,312.67$
<br />20 6" CONCRETE WALK 870 SQ FT $7.44 6,472.80$ 3,621.38 26,943.07$
<br />21 CONCRETE CURB AND GUTTER DESIGN B618 2,160 LIN FT $12.79 27,626.40$ 1,966 25,145.14$
<br />22 7" CONCRETE DRIVEWAY PAVEMENT 157 SQ YD $77.04 12,095.28$ 309.8 23,866.99$
<br />23 TRUNCATED DOMES 294 SQ FT $48.15 14,156.10$ 100 4,815.00$
<br />24 TRAFFIC CONTROL 0.06 LUMP SUM $79,859.17 4,791.55$ 0.06 4,791.55$
<br />25 INSTALL SIGN SUPPORT 6 EACH $80.25 481.50$ 3 240.75$
<br />26 STORM DRAIN INLET PROTECTION 11 EACH $90.95 1,000.45$ 12 1,091.40$
<br />27 STABILIZED CONSTRUCTION EXIT 0.06 LUMP SUM $5,200.33 312.02$ 0.06 312.02$
<br />28 COMMON TOPSOIL BORROW (LV)30 CU YD $47.06 1,411.80$ 60 2,823.60$
<br />29 SEEDING 0.15 ACRE $374.47 56.17$ 0.15 56.17$
<br />30 SEED MIXTURE 25-131 25 POUND $3.20 80.00$ 25 80.00$
<br />31 HYDRAULIC NATURAL TACKIFIER 533 SQ YD $0.75 399.75$ 533 399.75$
<br />32 EROSION CONTROL 0.06 LUMP SUM $3,210.00 192.60$ 0.06 192.60$
<br />33 PAVEMENT MESSAGE EPOXY 71 SQ FT $5.73 406.83$ 71 406.83$
<br />34 4" SOLID LINE EPOXY 240 LIN FT $0.31 74.40$ 280 86.80$
<br />35 24" SOLID LINE EPOXY 70 LIN FT $6.88 481.60$ 29 199.52$
<br />36 4" BROKEN LINE EPOXY 1,150 LIN FT $0.31 356.50$ 1,100 341.00$
<br />37 4" DOUBLE SOLID LINE EPOXY 2,250 LIN FT $0.62 1,395.00$ 2,044 1,267.28$
<br />38 CROSSWALK EPOXY 324 SQ FT $3.67 1,189.08$ 324 1,189.08$
<br />210,633.96$ 247,107.66$
<br />BID SCHEDULE "E" - S.A.P. 204-154-001 - EVANS STREET
<br />Total Bid Schedule "E"
|