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EXHAIN A <br />CSAH 23 (Lake Drive) and 1-33111115terchange Reconstruction. <br />SAP 02- 623 -13 and 210- 020 -04 <br />• <br />ITEM NO. <br />ITEM <br />UNIT <br />UNIT PRICE <br />TOTAL <br />ESTIMATED <br />QUANTITY <br />TOTAL <br />ESTIMATED COST <br />CITY OF LINO LAKES <br />S.A.P. 210 -020 -04 <br />ANOKA COUNTY <br />S.A.P. 02- 623 -13 <br />STORM <br />ESTIMATED <br />QUANTITY <br />ESTIMATED COST <br />ESTIMATED <br />QUANTITY <br />ESTIMATED COST <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />COST <br />2582.501 <br />PAVEMENT MESSAGE (RT ARROW) PREF THERMOPLASTIC <br />EACH <br />5250.00 <br />11 <br />52,750 <br />11 <br />$2,750 <br />2582.502 <br />4" SOLID LINE WHITE -PAINT <br />LIN FT <br />50.06 <br />17300 <br />$1,038 <br />17300 <br />$1,038 <br />2582.502 <br />12" SOLID LINE WHITE -PAINT <br />LIN FT <br />$2.00 <br />460 <br />5920 <br />460 <br />5920 <br />2582.502 <br />4" BROKEN LINE WHITE -PAINT <br />LIN FT <br />50.15 <br />75 <br />$11 <br />75 <br />511 <br />2582.502 <br />4" SOLID LINE YELLOW -PAINT <br />LIN FT <br />50.08 <br />6400 <br />5512 <br />6400 <br />5512 <br />2582.502 <br />4" DOUBLE SOLID LINE YELLOW -PAINT <br />LIN FT <br />50.20 <br />8400 <br />51,680 <br />8400 <br />51,680 <br />2582.502 <br />4" SOLID LINE WHITE -EPDXY <br />LIN FT <br />50.20 <br />12200 <br />52,440 <br />12200 <br />$2,440 <br />2582.502 <br />24" SOLID LINE WHITE -EPDXY <br />LIN FT <br />58.50 <br />150 <br />51,275 <br />150 <br />51,275 <br />2582.502 <br />4" BROKEN LINE WHITE -EPDXY <br />LIN FT <br />$0.40 <br />880 <br />5352 <br />880 <br />5352 <br />2582.502 <br />8" DOTTED LINE WHITE -EPDXY <br />LIN FT <br />51.00 <br />70 <br />$70 <br />70 <br />570 <br />2582.502 <br />4" SOLID LINE YELLOW -EPDXY <br />LIN FT <br />50.25 <br />8810 <br />51,703 <br />6810 <br />51,703 <br />2582.502 <br />4" DOUBLE SOLID LINE YELLOW -EPDXY <br />LIN FT <br />$0.45 <br />1550 <br />5698 <br />1550 <br />5698 <br />2582.502 <br />24" SOLID LINE YELLOW -EPDXY <br />LIN FT <br />$7.50 <br />70 <br />5525 <br />70 <br />5525 <br />2582.502 <br />4" SOLID LINE WHITE -POLY PREFORM <br />LIN FT <br />52.50 <br />580 <br />51,450 <br />580 <br />$1,450 <br />2582.502 <br />4" BROKEN LINE WHITE -POLY PREFORM <br />LIN FT <br />52.50 <br />125 <br />$313 <br />125 <br />5313 <br />2582.502 <br />24" SOLID LINE WHITE -POLY PREFORM <br />LIN FT <br />515.00 <br />60 <br />5900 <br />60 <br />5900 <br />2582.502 <br />24" SOLID LINE WHITE -PREF THERMOPLASTIC <br />LIN FT <br />$15.00 <br />380 <br />55,700 <br />380 <br />$5,700 <br />2582.503 <br />CROSSWALK MARKING -POLY PREFORM <br />SQ FT <br />57.50 <br />310 <br />52,325 <br />310 <br />52,325 <br />2582.503 <br />CROSSWALK MARKING -PREF THERMOPLASTIC <br />SQ FT <br />$7.50 <br />1260 <br />59,450 <br />1260 <br />$9,450 <br />2401.501 <br />STRUCTURAL CONCRETE (1A43) <br />CU YD <br />$275.00 <br />1053 <br />5289,575 <br />1053 <br />5289,575 <br />2401.501 <br />STRUCTURAL CONCRETE (3Y43) <br />CU YD <br />$380.00 <br />1935 <br />5735 300 <br />1935 <br />$735,300 <br />2401.512 <br />BRIDGE SLAB CONCRETE (3Y36) <br />SQ FT <br />$9.50 <br />33630 <br />$319,485 <br />33630 <br />5319,485 <br />2401.513 <br />TYPE MOD P -1 RAILING CONCRETE (3Y46) <br />LIN FT <br />550.00 <br />386 <br />519,300 <br />386 <br />519,300 <br />2401.513 <br />TYPE MOD P-4 RAILING CONCRETE (3Y46) <br />LIN FT <br />$60.00 <br />656 <br />$39,360 <br />656 <br />539,360 <br />2401.516 <br />RAISED MEDIAN CONCRETE (3Y46) <br />SQ FT <br />58.50 <br />1547 <br />513,150 <br />1547 <br />513,150 <br />2401.541 <br />REINFORCEMENT BARS <br />POUND <br />50.85 <br />82300 <br />569,955 <br />82300 <br />569,955 <br />2401.541 <br />REINFORCEMENT BARS (EPDXY COATED) <br />POUND <br />50.95 <br />348470 <br />5331,047 <br />348470 <br />5331,047 <br />2401.601 <br />STRUCTURE EXCAVATION <br />LUMP SUM <br />$30,000.00 <br />1 <br />530,000 <br />1 <br />530,000 <br />2401.618 <br />BRIDGE DECK PLANING <br />SOFT <br />50.80 <br />35950 <br />$28,760 <br />35950 <br />528,760 <br />2402.583 <br />ORNAMENTAL METAL RAILING <br />LIN FT <br />5125.00 <br />339 <br />542,375 <br />339 <br />$42,375 <br />2402.591 <br />EXPANSION JOINT DEVICES TYPE 4 <br />LIN FT <br />5110.00 <br />359 <br />539,490 <br />359 <br />$39,490 <br />2402.595 <br />BEARING ASSEMBLY <br />EACH <br />5650.00 <br />68 <br />$44,200 <br />68 <br />544,200 <br />2402.603 <br />STRUCTURAL TUBE RAILING DESIGN T -2 <br />LIN FT <br />5100.00 <br />355 <br />$35,500 <br />355 <br />535,500 <br />2404.501 <br />CONCRETE WEARING COURSE (3U17A) <br />SO FT <br />53.75 <br />38231 <br />5143,366 <br />38231 <br />$143,366 <br />2405.502 <br />PRESTRESSED CONCRETE BEAMS MN63" <br />LIN FT <br />5160.00 <br />4709 <br />$753,440 <br />4709 <br />$753,440 <br />2405.511 <br />DIAPHRAGMS FOR TYPE MN63 PREST BEAMS <br />LIN FT <br />585.00 <br />703 <br />$59,755 <br />703 <br />$59,755 <br />2411.618 <br />ARCHITECTURAL CONCRETE TEXTURE (FRACTURED GRANITE) <br />SQ FT <br />58.00 <br />5081 <br />$40,648 <br />5081 <br />$40,648 <br />2411.618 <br />ARCHITECTURAL SURFACE FINISH (SINGLE COLOR) <br />SQ FT <br />51.25 <br />5081 <br />56,351 <br />5081 <br />$6,351 <br />2442.501 <br />REMOVE OLD BRIDGE <br />LUMP SUM <br />560,000.00 <br />1 <br />$60,000 <br />1 <br />560,000 <br />2452.507 <br />C-I -P CONCRETE PILING DELIVERED 12" <br />LIN FT <br />$22.00 <br />17440 <br />$383,680 <br />17440 <br />5383,680 <br />2452.508 <br />C-I -P CONCRETE PILING DRIVEN 12" <br />LIN FT <br />51.00 <br />17440 <br />$17 440 <br />17440 <br />$17,440 <br />2452.519 <br />C-I -P CONC TEST PILE 60 FT LONG 12" <br />EACH <br />$4,600.00 <br />4 <br />518,400 <br />4 <br />$18,400 <br />2452.519 <br />C -I -P CONC TEST PILE 65 FT LONG 12" <br />EACH <br />$5,000.00 <br />8 <br />540,000 <br />8 <br />$40,000 <br />2452.601 <br />STEEL SHEET PILING (TEMPORARY) <br />LUMP SUM <br />530,000.00 <br />1 <br />$30,000 <br />1 <br />530,000 <br />2452.602 <br />PILE POINTS 12" <br />EACH <br />580.00 <br />337 <br />$26,960 <br />337 <br />526,960 <br />2452.602 <br />PILE ANALYSIS <br />EACH <br />52,200.00 <br />6 <br />$13,200 <br />6 <br />513,200 <br />2502.601 <br />DRAINAGE SYSTEM TYPE (B910) <br />LUMP SUM <br />$3,500.00 <br />1 <br />53,500 <br />1 <br />53,500 <br />2514.501 <br />CONCRETE SLOPE PAVING <br />SQ YD <br />$65.00 <br />312 <br />520,280 <br />312 <br />520,280 <br />2545.509 <br />CONDUIT SYSTEM (LIGHTING) <br />LUMP SUM <br />$5,000.00 <br />1 <br />55,000 <br />1 <br />55,000 <br />2546.509 <br />CONDUIT SYSTEM (SIGNALS) <br />LUMP SUM <br />$5,000.00 <br />1 <br />55,000 <br />1 <br />$5,000 <br />TOTAL COSTS: <br />$6,814,495 <br />$2,745,280 <br />$3,831,492 <br />$237,723 <br />Z: \WORD \Projects \Lake Drive & 35W Site \Report \Exhibit A.xls <br />Page4 <br />