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FROM~ <br /> <br /> TO~ <br /> <br /> PARTIAL FAYMI.~YT ESTIMATE <br /> NO, 4 IFI~AL) <br /> <br />MAY 1, <br /> <br />JUNE I$, L998 <br /> <br />! <br />I <br /> <br />CONTRACTOR: FOR~ LAKE CONTRACTING, INC. <br />ADDRESS; 14777 LAKE DRIVE, FOR~ LAKE, MN <br />OWNER: CITY OF RAMSEY <br />PROJECT: ALPINE PARK ]MPROVEMENT~ (800SE)j} <br /> <br />COMPLETION DATE AMOUNT OF CONTRACT: <br /> <br /> ORIGINAL: OKIG RqAL~ $ 323.691.00 <br /> REVISF~: REVISED: <br /> <br />::::: :::i :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::l:~$~:.`.`::: :=: ~:~8: ~:~:~!ii ~i:ii!! ~E !~ H ~ :~ !:: $:~[::::::::::::::::::::::::::::::::::::::::::::::::: <br />:.: ..... : ...... <..-~.-,< ............................. < .......... ~.~....~..:,~..:-:::::..~.,-<.~........~.~+..+...~.,...~,.....>..<.~< ........ ~....~.~.~ ~ ~.~.' : ~:::::~:~::~:~::::::.~..~.,+..~ ....... ~ ~ ~ '~ · ~ . ~ ~ ~ <br /> <br />:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~:: ================================================ :::::::::::::::::::::::::::::::::::::::::::::::: <br /> <br /> [ COMMON EXC. FOR ATHLETIC FIELDS?WETLANDS CY 18600 2.40 0.00 0.00 18,600.00 <br /> <br /> 2 COMMON EXC. FOR ROADWAY & PARKING LOT CY 12130 2.00 0.00 0.00 7.240.{X} 14.480.00 <br /> <br /> 3 CLASS 5 AGGREGATE BASE TN 4600 6.75 411.'17 2.776.07' 2.989.35 20.178.11~''' <br /> 4 TYPE 4lA, WEAR COUR3E MIXTURE TN 1400 27,2~ 0.00 0.00 1,787.32 48,704.47 <br /> $ TYPE 31 E, EASE COURSE MIX'rURE TN 1200 7.~.75 0.00 0.00 0,00 0.~0 <br /> 6 BITUMINOUS MATERIAL FOR TACK COAT GAL 600 1.05 0.00 0.00 0.00 <br /> 7 E618 CONCRETE CURB AND GLryTER LF 4975 7.00 0,00 0.00 $.003,00 <br /> <br />g REMOVE E~[a~rING CONCRETE CURB & GUTTER LF 40 4.00 0.00 0,00 91.00 ~64.00 <br />9 100% CRUSHED LIMESTONE AGGREGATE CY 750 2i00 0.00 0.00 T70.OO 19,250.00 <br />10 EROSION CONTROL FAERIC SY 3300 3.00 1 .'~X),00 3.900.00 3.300.00 9,90~'.00 <br />I l' SEED, TYPE 500 AC 0.65 3.000,00 0.00 0.00 0.00 0.00 <br />12 SEED. TYPE ATHLETIC AC $.6 3,200.00 10.20 32,640.00 10,20 32 640 00 <br />i'~ SODDING. ~W~ &EOU~VA~:~ SY mOO 2.00 t,~X).00 ~.~0.00 I,~O~.0O <br /> <br />IS ADJUgT SANITARY SEWER N~NHOL, E~ EA 4 130.00 0.00 0.00 4.00 S20.00 <br /> <br /> 1(5 J2' RCP. CLASS $ LF l:~ 23.00 0.00 0.00 156.00 <br /> <br />17 12" FLARED END SECTIONS EA 6 400.00 0.00 0.00 6,00 2,400.00 <br /> <br />la HANDICAPPED SIGNS EA 8 65.00 L00 520.00 $,00 520.00 <br />19 4' EQUIVALENT g'['RIPING-WHrTE LF 6600 0.15 6.600.00 990.00 6,600,00 <br />20 PAINT HANDICAPPED SYMBOL EA 8 6.00 8,00 48.00 ~,00 48 <br />21 6' HIGH CHAIN LINK FENCING. 9 GAUGE LF 700 16.00 0.00 0.00 8I 1.00 12.976.00 <br />22 12' HIGH CHAIN LINK FENCING. 6 GAUGE LF 200 56.00 0.00 0.00 200.03 11.200.00 <br />23 HOODS ON BACKSTOPS LF 200 32.00 0.00 0.00 200.00 6.400.00 <br />24 SUBGRADE. PROCTOR TEST EA I 200.00 0.00 0.00 1.00 <br />25 SUBGRADE. INPLACE DENSITY TEST EA 8 $0.00 0.00 0.00 8.00 400.00 <br />26 CLASS $. GRADATION TEST EA. I 160.00 0.00 0.00 1.~0 160.00 <br />27 CLASS 5. PROGTOR TEST EA I 190.00 0.00 0.00 1.00 <br />28 CLASS $. INPLACE DENSITY TEST EA. ~ 50.00 0.00 0.00 0.00 0.00 <br />29 CONCRETE CYLINDER TEST (SET OF 3) EA 9 20,00 0.00 0,0~ 9,CO 180.00 <br />30 CONCRETE. AIR ENTERTAINMENT EA 9 20.00 0.00 0.00 9.(X) l ~0.00 <br />3[ CONCRETE SLUMP TEST EA , 9 20.00 0.00 0.00 9.00 1 ~0.00 ~'" <br /> <br /> SCHEDULE 1.0--TOTAL ~ 1,674.U7 297,109.$g / <br /> <br />g~I4q~.DIIT.V. 2.0 - EXTRA WORK <br />RECONSTRUCT SAN~'rARY MANHOLE ~ 4 I~.~ 0.~ 0.~ 4.~ ~.~ ~ <br /> <br />W~ND G~DING - SC~PER CY 1~0 2.~ 0.~ 0,~ I,~0,~ 4,~8.~ ~ <br /> <br />W~ND G~DING - BA~HOE CY 43~ 2,g9 0,~ 0.~ 4,3~,~ 12 43L~6 ~ <br />SILT F~CE ~ t050 2.~ 0.~ 0.~ 1.0~.~ 2'7~. .50~ <br />IN,ALL 3' WATER SERVICE ~ t 9~.~ 0.~ 0.~ I.~ 9~ ~ <br /> <br />PAGE I <br /> <br />I <br />I <br />I <br />I <br />I <br />! <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br />! <br />I <br />1 <br /> <br /> <br />