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<br />EXHIBIT A
<br />60% ENGINEER'S ESTIMATE
<br />ANOKA COUNTY
<br />C.SAH. 14 RECONSTRUCTION
<br />
<br />DATE PRINTED: 07/0612006
<br />
<br /> C.B.A.H. 14 RECONSTRUCTION
<br /> UNIT TOTAL PROJECl 8.1".02-614-24
<br /> C.8.11..H.14 C.S.A.H.54 C.S.A.H.21
<br /> . 8.1".210.020-005 S.P.02-6S4-001 S.P.02-621-OO9 NON-PARTICIPATING
<br /> ANOKA COUNTY CITY OF L1NO LAKES CITY OF CENTERVILlE ANOKA COUNTY CITY OF CENTERVILLE ANOKA COUNTY CITY OF CENTERVlLlE ANOKA COUNTY CITY OF UNO LAKES CITYOfCENTERVllLE
<br />ITEM NO. ITEM DESCRIPTION UNIT COST QUANTITIES COST ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY STORM
<br /> QUANTITIES SEGMENT QUANTITIES SEGMENT QUANTlflES SEGMENT QUANTlTJES SeGMENT QUANTITIES SEGMENT QUANTITIES SEGMENT QUANTITIES SEGMENT QUANTITIES SEGMENT QUANTITIES SEGMENT aUANTITlES SEGMENT QUANTITIES SEGMENT
<br /> ESTIMATE ESTIMATE ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST
<br />2503,541 33" RC PIPE SEWE.R OES 3006 UN FT 1.5Q.~ 1113 $55.650.00 11 ~3 $55,650.00
<br />2503.541 36' RC PIPE SEWER DES 3006 UN FT $OC..OO 7. $3,850.00 i'C $3,850.00
<br />2503.541 42" RC PIPE SEV.,tER DES 3000 UN FT $5500 90' $58,760.00 9tM $58,760.00
<br />2503.602 CONNECT TO EXISTING STORM SEWER EACH $SCV.OO , $2,000.00 , $2,000.00
<br />2503.602 RECONS,R\lCT Ufl STATION {SANITARY) UN FT $2,0Q{l.0t" 7.4 $14,800.00 1.4 $104,800.00
<br />2503.603 4" PVC FORCE MAlN UNFT S:!50C> ,... $2El,500.QO HJoo $26,500.00
<br />2503.603 6'" PVC SANITARYSERVJCE PIPE UN FT .$25.0<) 93 $2,325.00 93 $2,325.00
<br />2503.603 21" PVC PIPE SEWER SDR 35 UN FT $6Cv.iXl 2. $12,500.00 25 $12,500.00
<br />2504.602 ADJUST CURB BOX EACH $60.00 28 $1,680.00 28 $1,680.00
<br />2504602 ADJUST HYDRANT EACH $1,000.00 2 $2,000.00 , $2.000.00
<br />2504.602 ,6,OJUST VALVE BOX EACH $l{)(L"v 46 $9,200.00 , $200.00 30 $6,000.00 " $2,200.00 4 .....00
<br />25C4.602 CONNeCT TO EXiSTING \/VATERMAIN EACH $1,:':\l''),f...'i.l 2. $25,000.00 " $14,000.00 , $7,000.00 2 $2,000.00 , $2,000.00
<br />2504,602 HYDRANT EACH $2,500.,,<C 2 $5.000.00 , $5,000.00
<br />2504.602 INSTALL GATE VALVE & BOX EACH $4;)HiO " $6.800.00 " $4,aoo,oo 3 $1,200.00 , $400.00 , $400.00
<br />250.4.602 INSTAll HYDRANT EACH $1,101}(K'l " $23,100.00 ,. $17,800.00 3 $3,300,00 , $1,100.00 , $1.100.00
<br />2504.502 INSTALL PLUG EACH $250C.O 4 $1,000.00 4 $1,000,00
<br />2504.&12 ,- CURB STOP AND BOX EACH $$0000 " $18,800.00 . $4,000.00 ,. $12,800.00
<br />2504.1;.02 S' GATE VALVE AND BOX EACH $/lOOOO 2 $1,600.00 , $1.600J)O
<br />2504.602 6" MEGAlUG EACH $~.'.}(l ,., $5,C&l.OO 61 $3,350,00 ;w $1.000.00 4 $200.00 10 $500.00
<br />2504.602 8" MEGALUG EACH SlS,(lO 2. $1,500.00 2:; $1,500.00
<br />250U02 10" MEGAlUG EACH $f!S,OI) ,. $1,360.00 . _.00 . $680.00
<br />2504,602 12" MEGAlUG EACH $100.00 " $1,300.00 . .....00 , $500.00
<br />2504802 S"K6" WET TAP EACH $l,500.OC , $1.500.00 , $1,500.00
<br />2504.602 10"x'S" WET TAP EACH $lMO.;}!) , $1,800.00 $1,800.00
<br />2504.602 lZ"X8" WET TAP EACH S,2.;:;OO.nc 2 $4,000.00 , $4.000.00
<br />2504.603 1" PVC \/VATER-MAIN L1N FT $20.,,'{) 955 $19,100.00 ;!iJ $5,460.00 6$;': $13,640.00
<br />2504.503 6" PVC \/VATER-MAIN LIN FT SlH'O ,.. $4,500.00 Ill) $3,000.00 6',) $1,500.00
<br />2504.503 6" WATERMAtN DUCTilE IRON Cl 50 llN FT $3!:",QO 480 $16.800.00 <l80 $16,800.00
<br />2504.603 8" PVC WATERMAIN UN FT $:3500 797 $27,895.00 7':17 $27,895.00
<br />2&l4.603 10" PVC \NA.TERMA1N UN FT ,3eoo .00 $22,800.00 150 $5,700.00 ,150 $17,100.00
<br />2504.603 12" PVC WATeRMAIN LlNf1' $40 00 950 $38.000.00 5~6 $20,640.00 4~4 $17,360.00
<br />2504.608 WATERMAIN FITTINGS LBS $500 2353 $11,765.00 lHi2 $5.810.00 408 $2,040.00 71:;3 $3,915.00
<br />2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 lINFT $2SO.00 '" $28,000.00 ~ 12 $28,000.00
<br />2506,501 CONST DRAINAGE STRUCTURE DES 54-4020 UN FT ~C{).O(l 54 $19,200.00 .. $19,200.00
<br />2500.501 CONST DRAINAGE STRUCTURE DES 60-4020 lIN FT .$:350.\)(1 . $1,750.00 S $1,750,00
<br />1.5%50' (:(lNS-r ORA\!tAGE ~l~'VCT'JI'\E DES &6-4C>2.0 UNFT $.1(',0,00 42 $16.800.00 .-lZ $16,800.00
<br />2506501 CONST DRAINAGE STRUCTURE DES 72-4020 llNfT \.1&1.00 23 $10,350.00 2,' $10,350.00
<br />2506,501 CONST DRAINAGE STRUCTURE DES 84.4020 LlNFT WOO.OO " $7,2OQ.00 12 $7,200.00
<br />2506501 CONST DRAINAGE STRUCTURE DES 90,4020 UHFT $700,00 " $8,400.00 lZ $8,400,00
<br />2506,501 CONST ORAINAGE STRUCTURE DES 96.4020 llN FT $80tH.{l 7 $5,800.00 ., $5,600.00
<br />2506,501 CONST DRAINAGE STRUCTURE OES 108-4020 LINn $9'.}I),(iO . $7,200.00 . $7,200.00
<br />2506,501 CONS, DRAINAGE STRUCTURE DES 120-4020 UHFT ~1.C{\O.(.iO ,. $10,000,00 10 $10,000.00
<br />2506,501 CONST DRAINAGE S.lRIJCTIJRE DESIGN <l UN FT $25lJOO 430 $107,500.00 430 $107,500.00
<br />2506.501 CONST DRAJNAGE STRUCTURE DESIGN H UN FT $2f,OC.u .. $22,000,00 ., $22,000.00
<br />2508.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH t:;O,onooo , $30.000.00 , $30,000.00
<br />2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $3,500 00 4 $14,000.00 4 $104,000.00
<br />2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $4,OOO.oc 3 $12,000.00 , $12,000.00
<br />2506.502 CONST DRAINAGE sTRUCTURE DESIGN SPECIAL 4 EACH $4,G"JC.O',} , $4.000.00 , $4,000.00
<br />2506.5\6 CASTING ASSEMBL)' EACH ~450.00 21' $94,950.00 .2:1; S904,95O.oo
<br />2500.523 tNSTA.llCASTING EACH S.Z50.f)(l ,. $"',500,00 Ie $4,500.00
<br />250:l6.522 ADJUST FRAME & RING CASTING EACH ~.Q.OO ,. $5,0400.00 ,. $4,800.00 1 $300.00 , $300.00
<br />2506602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EJI.,CH $5C.o.OO , $2.000.00 , $2,000.00
<br />2506603 RECONSTRUCT SANITARY MANHOLES UN FT ~JOO,:::v n $21,600.00 60.5 $18,150.00 t';.... $1,960.00 A.9 $1,470,00
<br />2511.501 RANDOM RIP flAP CLASS II CUYD $40.00 "'" $13,600.00 '''' $13,600.00
<br />2S11.501 RANDOM RIP RAP CLASS III CUYD $50.00 2925 $146,250.00 26':---4 $134,200,00 2" $12.050.00
<br />2511,501 RANDOM RIP RAP CLASS IV CUYD $'3u.C{) 97. $58.200.00 970 $58,200.00
<br />2521.501 4" CONCRETE WALK 80FT .1315 "2626 $13&,5304.50 21~~2 $68,&41.50 1$503 $53,634.75 2553 $8,297.25 513 $2,658.50 1570 $5,102.50
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