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