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PAY ESTIMATE#2
<br /> CITY OF ELK RIVER
<br /> Natures Edge Business Center-Phase 1
<br /> October 5,2012
<br /> Honorable Mayor&City Council
<br /> City of Elk River
<br /> 13065 Orono Parkway
<br /> P.O. Box 490
<br /> Elk River, MN 55330
<br /> RE: Natures Edge Business Center-Phase 1
<br /> Contractor: Burschville Construction, Inc.
<br /> Contract Amount: $1,082,515:88
<br /> Award Date:June 20,2012
<br /> Dear Honorable Mayor and Council Members:
<br /> The following work has been completed on the above-referenced project by Burschville Construction, Inc.
<br /> Bid Schedule"A"-Street Construction
<br /> ITEM ESTIMATED CONTRACT UNIT CONTRACT USED TO
<br /> NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION
<br /> 1 2101 501 CLEARING 1.6 ACRE $2.000.00 $ 3,200.00 1,8 $ 3,600.00
<br /> 2 2101.506 GRUBBING 1.6 ACRE $200000 $ 3,200,00 1,8 $ 3,6.00 00
<br /> 3
<br /> 2104.501 REMOVE CURB 152 UN FT $4.00 $ 60500 121 484.00
<br /> 4
<br /> 2104.503 REMOVE CONCRETE PAVEMENT 72 SQ FT $4.01) $ 288.00 72 $ 288,00
<br /> 6
<br /> 210451)5 REMOVE BITUMINOUS PAVEMENT 2 SQ YD $100,00 $ 200,00 $ --
<br /> 6 2104,513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 110 LIN FT $4.00 $ 440.00 $ .
<br /> 7 2104.601 LANDSCAPE RELOCATION 1 LUMP SUM $2,000.00 5 2,000.00 $ -
<br /> 0 2105.501 COMMON EXCAVATION(EV)(P) 01,218 CU YD $2.07 $ 188 821 26 00218 $ 186 751 26
<br /> ,...._.... ,- -,---
<br /> 9
<br /> 2211.501 AGGREGATE BASE CLASS 5(CV)(P) 3,315 CU YO $22.00 5 72,930.00 3,315 $ 72 930,00
<br /> _10 2232-501 MILL BITUMINOUS SURFACE(21 49 SQ YD $11,00 $ 539.00 $ -
<br /> .11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT - 489 GALLONS $3.10 A i, 15 80_ ...3 ..
<br /> 12 2360 501 1 YPE SP 12.5 WEARING COURSE MIXTURE(3,8)2,0"THICK 9,770 SO YD 56 75 $ 65,947,60 $ _
<br /> 13 2360_501 TYPE SE 12.5 NON WEARING COURSE MIXTURE(3,8)2.5"THICK 9,770 SQ VD $8.60 $ 83,045.00 9,258 $ 78,693.00
<br /> 14 2360.503 I YPE SP 12.5 WEARING COURSE MIXTURE(2,B)2 5"THICK 1,700 SO VT) $060 $ i6,320 00 $
<br /> - 15 2511.501 RANDOM RIP RAP CLASS IV 33.3 CU VD $90 00 S 2,997.00 33 3 S 2.997.00
<br /> 16 2515,604 ARTICULATED BLOCK MAT CLOSED CELL TYPE 3 164 SO VD 585 00 1 13,940 00. ..__ 156 $ 13,260.00
<br /> .-
<br /> 17 2531.501 CONCRETE CURB&GUTTER DESIGN 13618 4,855 LIN FT $8 95 $ 43,452.25 4,850 $ 43,407.50
<br /> 10 2531.507 8'CONCRETE DRIVEWAY PAVEMENT 288 SO ET $6.50 $ 1,872.00 247.5 $
<br /> 19 1,608.75
<br /> 2531,618 TRUNCATED DOMES 88 SO FT $26.00 $ 2.288.00 $
<br /> - _
<br /> 20 2531.618 PEDESTRIAN CURB RAMP 922 SO FT $4. $ 4,471.70 $ -
<br /> 21 2535.501 BITUMINOUS CURB 302 LIN FT $750 $ 2,265.00 308 $,. 2.,310.00
<br /> 22 2564.531 SIGN PANELS TYPE C 62.0 SO FT $35 25 $ 2 105 50 $ _
<br /> 23 2573.502 SILT FENCE,TYPE MACHINE SLICED 4,120 LIN FT $1.50 $ 6,180,00 4,161 $ 6241.50
<br /> 24 2573-530 ST OHM DRAIN INLE-I PROTECTION DEVICE 21 EACH $12500 $ 2,625.00 $ -
<br /> 25 2573.602 lEMPORARY ROCK CONS-TRUCTION ENTRANCE 1 EACH $1,000 00 $ 1 000TXT„
<br /> 26 502 SEED MIXTURE 240 1615 POUND 55.00 $ 8,075,00 1 .
<br /> 27 2675.511 MULCH MATERIAL TYPE 1 43.0 TON $210 00 $ _9,030.00
<br /> 20 2575.523 EROSION CONTROL BLANKE IS CATEGORY 3 1,000 SO VD 1 25 $ 1,250.00 $ -
<br /> . _ - _-
<br /> 1 29 2575 532 FERTILIZER TYPE 1 6 450 POUND $0.65 $ 4,192.50 $ _
<br /> 30.._, 2575 601 EROSION CON I ROL I LUMP SUM 1 000.00 $ 1 000.00 $ .
<br /> 31 2582.601 4'SOLID LINE WHITE-EPDXY 167 LIN FT $0.60 $ 100.20 i $
<br /> 32 2582 501 4"DOUBLE SOLID LINE YELLOW-EPDXY 1,247 LIN FT $1 15 $ 1,434,05 i $
<br /> 2582.503 CROSSWALK MARKIhIG-EPDXY 360 SO Fl -
<br /> $1.155 414 00 $
<br /> Total Bid Schedule"A" $ 547 s t
<br /> 828 86 $ 416,171,01
<br /> SAMunicipahAelkriver1ER301\Pay Eslonalesler301pe xis PE-1
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