|
FINAL PAYMENT
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 8
<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 1 LUMP SUM $2,396.86 2,396.86$ 1 2,396.86$
<br />2 REMOVE CONCRETE CURB AND GUTTER 70 LIN FT $17.83 1,248.10$ 173 3,084.59$
<br />3 MILL BITUMINOUS SURFACE 7800 SQ YD $1.98 15,444.00$ 7,803 15,449.94$
<br />4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)1320 TON $52.38 69,141.60$ 1,227.22 64,281.78$
<br />5 BITUMINOUS MATERIAL FOR TACK COAT 750 GAL $3.07 2,302.50$ 630 1,934.10$
<br />6 ADJUST VALVE BOX 12 EACH $76.46 917.52$ 8 611.68$
<br />7 ADJUST MANHOLE 6 EACH $195.49 1,172.94$ 14 2,736.86$
<br />8 CONCRETE CURB AND GUTTER 70 LIN FT $31.28 2,189.60$ 173 5,411.44$
<br />9 STORM DRAIN INLET PROTECTION 20 EACH $140.23 2,804.60$ 19 2,664.37$
<br />10 TRAFFIC CONTROL 1 LUMP SUM $1,348.36 1,348.36$ 1 1,348.36$
<br />11 COMMON TOPSOIL BORROW (LV)30 CU YD $52.32 1,569.60$ 20.5 1,072.56$
<br />12 TURF ESTABLISHMENT 1 LUMP SUM $1,186.56 1,186.56$ 1 1,186.56$
<br />102,179.10$
<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 1.5" MILL FULL WIDTH 13,156.00 SQ YD $1.12 14,734.72$ 13,156 14,734.72$
<br />2 1.5" 12.5 WEAR 240B 1140 TON $51.30 58,482.00$ 1,178 60,431.40$
<br />3 TACK COAT 1105 GAL $3.08 3,403.40$ 620 1,909.60$
<br />4 4" DOUBLE SOLID LINE YELLOW EPOXY 3448 LIN FT $0.85 2,930.80$ 3,798.00 3,228.30$
<br />5 4" SOLID LINE WHITE EPOXY 530 LIN FT $0.43 227.90$ 455 195.65$
<br />6 STOP BARS 78 LIN FT $11.30 881.40$ 94 1,062.20$
<br />7 CROSSWALK BLOCKS EPOXY 288 SQ FT $6.03 1,736.64$ 504 3,039.12$
<br />8 TRAFFIC CONTROL 1 LUMP SUM $810.12 810.12$ 1 810.12$
<br />85,411.11$
<br />SUMMARY OF WORK COMPLETED TO DATE
<br />460,720.25$ 476,450.83$
<br />500,287.45$ 560,800.83$
<br />581,585.06$ 641,920.15$
<br />199,447.07$ 203,942.55$
<br />210,633.96$ 247,107.66$
<br />1,824,961.43$ 1,958,368.30$
<br />Schedule "G"76,514.83$
<br />Schedule "H"102,179.10$
<br />Schedule "I"85,411.11$
<br />4,352,695.36$
<br />Bid Schedule "B"
<br />SCHEDULE H - CHANGE ORDER #1
<br />SCHEDULE I - CHANGE ORDER #2
<br />Bid Schedule "A"
<br />Bid Schedule "C"
<br />Bid Schedule "D"
<br />Bid Schedule "E"
<br />Bid Schedule "F"
<br />TOTAL WORK COMPLETED TO DATE
|