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PAY ESTIMATE #7
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 4
<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 0.05 LUMP SUM $80,250.80 4,012.54$ 0.05 4,012.54$
<br />2 REMOVE CURB AND GUTTER 16 LIN FT $21.40 342.40$ 16 342.40$
<br />3 REMOVE SEWER PIPE (STORM)133 LIN FT $11.05 1,469.65$ 133 1,469.65$
<br />4 REMOVE CONCRETE PAVEMENT 102 SQ FT $2.61 266.22$ 102 266.22$
<br />5 REMOVE BITUMINOUS PAVEMENT 450 SQ YD $3.69 1,660.50$ 355.5 1,311.80$
<br />6 REMOVE MANHOLES OR CATCH BASINS 3 EACH $441.92 1,325.76$ 3 1,325.76$
<br />7 SAWING CONCRETE PAVEMENT (FULL DEPTH)17 LIN FT $3.16 53.72$ 17 53.72$
<br />8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)298 LIN FT $1.98 590.04$ 298 590.04$
<br />9 SALVAGE MAILBOX SUPPORT 14 EACH $37.45 524.30$ 14 524.30$
<br />10 SUBGRADE EXCAVATION (EV)676 CU YD $12.53 8,470.28$ 384 4,811.52$
<br />11 WATER 70 MGAL $27.82 1,947.40$ 0 -$
<br />12 FULL DEPTH RECLAMATION 6,007 SQ YD $1.33 7,989.31$ 6,007 7,989.31$
<br />13 HAUL FULL DEPTH RECLAMATION (LV)1736 CU YD $6.18 10,728.48$ 1,660 10,258.80$
<br />14 HAUL FULL DEPTH RECLAMATION (LV)1,736 CU YD $6.18 10,728.48$ 1,730 10,691.40$
<br />15 MILL BITUMINOUS SURFACE (1.5")24 SQ YD $26.75 642.00$ 24 642.00$
<br />16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON $2.51 878.50$ 320 803.20$
<br />17 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)529 TON $47.87 25,323.23$ 502.5 24,054.68$
<br />18 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)882 TON $40.23 35,482.86$ 908.2 36,536.89$
<br />19 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 323 SQ YD $11.74 3,792.02$ 340.7 3,999.82$
<br />20 15" RC PIPE APRON 1 EACH $828.60 828.60$ 1 828.60$
<br />21 12" RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT $52.48 314.88$ 6 314.88$
<br />22 15" RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT $53.03 4,825.73$ 91 4,825.73$
<br />23 ADJUST VALVE BOX 2 EACH $303.82 607.64$ -$
<br />24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 1,325.76$ 3 1,325.76$
<br />25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 15 LIN FT $524.78 7,661.79$ 14.6 7,661.79$
<br />26 CASTING ASSEMBLY 4 EACH $524.78 2,099.12$ 4 2,099.12$
<br />27 ADJUST FRAME AND RING CASTING 2 EACH $110.48 220.96$ 2 220.96$
<br />28 SEAL CATCH BASIN 4 EACH $155.15 620.60$ 4 620.60$
<br />29 CONCRETE CURB AND GUTTER DESIGN B412 3,511 LIN FT $11.72 41,148.92$ 3,520 41,254.40$
<br />30 6" CONCRETE DRIVEWAY PAVEMENT 144 SQ YD $52.97 7,627.68$ 147.5 7,813.08$
<br />31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 599.20$ 14 599.20$
<br />32 TRAFFIC CONTROL 0.05 LUMP SUM $79,859.20 3,992.96$ 0.05 3,992.96$
<br />33 STORM DRAIN INLET PROTECTION 6 EACH $90.95 545.70$ 6 545.70$
<br />34 SEDIMENT CONTROL LOG TYPE COMPOST 320 LIN FT $1.87 598.40$ 0.0 -$
<br />35 STABILIZED CONSTRUCTION EXIT 0.05 LUMP SUM $5,200.20 260.01$ 0.0 -$
<br />36 CULVERT END CONTROLS 1 EACH $240.75 240.75$ 1 240.75$
<br />37 FERTILIZER TYPE 1 261 POUND $1.02 266.22$ 261 266.22$
<br />38 COMMON TOPSOIL BORROW (LV)150 CY $34.25 5,137.50$ 150 5,137.50$
<br />39 SEEDING 1 ACRE $374.51 370.76$ 1 374.51$
<br />40 SEED MIXTURE 25-131 191 POUND $3.20 611.20$ 191 611.20$
<br />41 HYDRAULIC NATURAL TACKIFIER 4,206 SQ YD $0.75 3,154.50$ 4,206 3,154.50$
<br />42 EROSION CONTROL 0.05 LUMP SUM $3,210.00 160.50$ 0.05 160.50$
<br />199,447.07$ 191,732.01$
<br />BID SCHEDULE "D" - S.A.P. 204-149-001 - 193RD AVENUE
<br />Total Bid Schedule "D"
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