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ENGINEER'S ESTIMATE
<br /> RIISMUSSEN ROAD IMPROVEMENTS-SOUTH OF NW N ST
<br /> PEQUOT LAKES,MN
<br /> SEPTEM6ER,2016
<br /> ITEM N0. ITEM DESCRIPTION UNR ESTIMATED ESfiMATED �TAL�i3s1,
<br /> UNIT►RICE QU,kNTtTY
<br /> ROADWAY
<br /> 1 MOSILQIITION LUMPSUM $100,000.00 1 $300,000.00
<br /> 2 COMMON IXGVATION CU YD $7•00 136f1 $9.660.00
<br /> 3 REMOVE WATERMAIN PIPE LIN Ff S35•00 6/5 $10,125.00
<br /> 4 REMOVESANRMYSEWERPIPE UNFT 532.00 60 $720.00
<br /> 5 flEMOVE DITUMINOUS PAVEMENT SQYD $3.00 520D $15,600.00
<br /> 6 NEMOVECONCREfEPAVEMENT SQYD $3.00 170 $510.00
<br /> 7 REMOVESANRARYMANHOLE FAp�{ $i,ppp,pp 1 sl,ppp,pp
<br /> d SAWIN6 61TUMINOUS PAVEMENT Fl1LL DEPTH) IJN FT S3•00 650 51,950.00
<br /> 9 SAWINGCONCRETEPAVEMENi�FULLDEPTH) LINFT $40.0p 100 $4,000.0p
<br /> 30 CONptETE NR6 AND GUTTER 5624 UN FT $1i.00 E500 5153,OOO,pp
<br /> ii a•coNCR�w�uc s4 Fr S�.00 eioo ytz,�oo.ao
<br /> 12 6'CONCIIETEDRNEWAYPAVEMENT SQYp f150,0p 5qp 5g5�ppp,pp
<br /> 13 TRUNGTEDDOMES SQFf 545.00 lOD 54.500.00
<br /> 14 AGGREGATE 6ASE CLASS 5 TON S23•00 3i00 $A,400.00
<br /> 15 TYPE SP 9.5 WEARING COURSE MUCTURE(2,C) TON S70.00 220D $154,OOD.OD
<br /> 16 STRIPING(4'DROKEN LINE PAINI) LIN Ff $0.60 1300 5660.00
<br /> 17 STR�PING(4"SOLID LINE PAIW» LIN FT $0.60 4675 $2,tp5,pp
<br /> ld STRIPING(6'SOLID LINE PAIWn IIN FT $4.OD 2350 $9,qpp,pp
<br /> 19 SIGNS LUMPSUM SZ�OOD•00 1 $2,000.00
<br /> 20 TMFF�CCANTROL IUMPSUM $3,000.00 1 $3,000.00
<br /> 21 STREETSWEEFER HOUR 5150.00 20 $3,000,0p
<br /> 22 LOMMON UD011ER5 HOUR $t0.00 20 $1,600.00
<br /> 23 SILTFENCE UNFf $2•50 2000 55,000.00
<br /> 24 EI10510N CONTROL 6LANKEf SQYD $1.75 2000 $3,500.00
<br /> 25 STABALIZED CONSTHUCTION DOT EACH SS.000.00 6 56,000.00
<br /> 26 EROSIONCONTROLSUPERVISOR LUMPSUM 53,000.00 3 53,000.00
<br /> 27 TREES EAqi $500.00 20 $10,000.00
<br /> 2E STREETLIGHTING EACH $8,500.00 15 $97.500.00
<br /> 29 SCIIEENEDTOPSOIL60RROW NYD $35.00 920 $32,200.00
<br /> 30 FERTIUZERTYPEI POUND $2.00 340 $6Ep.Op
<br /> 31 SEEDING ACRE $550.00 1.7 $935.00
<br /> 32 SEED MIXfURE 25-IS3 POUND $3.75 340 $1,275.00
<br /> 33 HYDRAWCTYPEMULCHMA7RIX POUND $1.50 4250 $6,375.00
<br /> SIItTOTAL $tii.000.00
<br /> STORM SEWER COLLECTION SYSTEM
<br /> sroRM SEwER MA1N
<br /> 34 STORM DRAIN INLET PROTECfION EAqi $175.00 20 53,500.00
<br /> 35 ISUUTION FOR WATERMAIN LUMP SUM $i3OW.OD 1 $i,000.00
<br /> 36 1Z"RCPIPESEYVER LINFT $45.00 1300 $SE,500.00
<br /> 37 16"RCPIPESEWER LINFI' $55.00 1270 $69,E50.00
<br /> 3E 30'RC PIPE SEWER LIN F7 S75.pp 25p SSE,75p.pp
<br /> 39 30'RC PIPE APRON W/RIPRAP EACH 52,000.00 5 S10,000.00
<br /> 40 48'DMINAGE STItUCTURE W/GISTING UN FT 5375.00 f5 $31,A5.00
<br /> 41 60'DMINAGE STIIUCNRE W/GISTING UN FT SSOO.OD 1D $5,000.00
<br /> 42 COMROLSTRUCTUNE EACH 55,000.00 2 $10,000.00
<br /> SU�TOTAL 5215,500.00
<br /> STORM SEWER SERVItE
<br /> 43 16'RCPIPESEWER LINFf SSS.OD 60 53,300.00
<br /> 44 RCPIPESEWERPLUG EACF{ $30p,pp 3 Sgpp,pp
<br /> SU�TOTAL 56000.00 I
<br /> GMVDAHL DRIVE IIEMOVALS/RESTOMTION '�
<br /> 45 11EMOVEEITUMINOUSPAVEMENT $qYD $3,pp epp SZ.qpp•pp i
<br /> 46 AGGREGATE BASE CLASS 5 TON 523.00 270 $6,210.00 I
<br /> 47 TPE SP 9S WEARING COURSE MIXNRE(2,C) TON 570.00 190 $13,30p,pp i
<br /> 4! NNFR6TOMTION LUMPSUM 52,500.00 1 52,500.00 �
<br /> 49 AD1U5T WATERMAIN EALH 52,500.00 1 S2,SOD.00 ''
<br /> wsroru. Sz�.000.00 �
<br /> E70STING GMVDAHL POND IXGVATION/IIESTOM170N i
<br /> 50 C6MMON DfUVATION CU YD 55.00 S00 $2,500,0p �
<br /> 51 INSUUTESANRARYSEWER LUMPSUM 53,500.00 1 SS,SOO.OD I
<br /> 52 TURF RESTORA710N LUMP SUM 55,000.00 1 $5,000.00
<br /> SU�TOTAL $�,000.00
<br /> PROrOSm GqAVDAHI POND IXUVATION/RESTOMTION �i
<br /> 53 CLEAR&GRUB ACRE $6,000.00 0.75 $6,ppp.pp I
<br /> 54 FORCEMAIN PIPING REIIOUTE LUMP SUM 520,000.00 1 $20,000,00 ,
<br /> 55 COMMON IXUVATON CU YD 55.00 2000 510,000.00
<br /> 56 TURFRESTORATION LUMPSUM 530,000.00 1 530,000.00
<br /> SUfTOTAL 546,000.00
<br /> SU�TOTAL $303,500,OD
<br /> SANRARY SEWER COLLECiION SYSTEM
<br /> 57 CONNECfTOD�STINGWCSANRARYSEWER EAqi 5750•OD 2 $I,SOO.OD
<br /> 56 SANRMYSEWERMANHOLE EACH 53,000.00 1 $3,000.00
<br /> 59 MANHOLE D(CESS DEPTH LIN FT $200.00 5 $1,000.00
<br /> 60 Y PVC SEWER PIPE IJN FT $35.00 60 52,100.00
<br /> w.Tor�u rsoo.00
<br /> WATER DISTRIdUT10N SYSTEM
<br /> 61 CONNECTTO EXISTING PVC WA7EIIMAIN EACH $750,00 2 $1�5pp,pp
<br /> 62 i°WC WATERMAIN PIPE(MIUNLIN� LIN FT $35.00 L550 $54,250,0p
<br /> 63 6'WC WATERMAIN P�PE LIN FT 530.00 60 S1,SOD.00
<br /> 64 1"COPPEfl SERVICE PIPE UN Ff S75•00 390 529,250.00
<br /> 65 E"GATE VALVE 8 60X w/ADAPTOR(M/UNLINE) EAqi $2,0OO.Op 4 $E.000.00 '
<br /> 65 6'WTEVAWE&BOX W/ADAPTOR EACH $2.000.00 2 $4,000.00
<br /> 67 1'fARPOMTION STOP EACH $350.00 13 $4,550.00
<br /> 6S 1'CUR6 SfOP AND 60X EACH 57,000.00 13 $13,OOp.pp '�
<br /> 69 FIYDRANT EACH SA,500.00 2 59.ODD.00 I
<br /> 70 DI FITTINGS POUND $4.00 765 53,060.00 I
<br /> SU�TOTAL 532�.500.00 I
<br /> NOTES: F.STIMATED CONSiRUCTION COST: $1,�.500.00 i
<br /> 1 MVACQULSITIONWASGLCUUTEDAT125Y.ofESTIMATED CONTINGENGES(15Ya�: $395,625.00
<br /> TAX VALE(530,000►ER ACRE) SU6TOTAL: $1,501,325.00
<br /> ENGINEERING(15°S): SI25,igE.75
<br /> R/W ACQUISITION PIACEHOLDER(1): 571,000.00
<br /> LEGAL AND OTHER COSTS(2'h): $30,026.50
<br /> ADMINISTRATION(2'ti): $30,026.50
<br /> ESTIMATED TOTAL PROIECT COST: S1,i57,500.00
<br /> COST PEI1 FOOT S1,LS7,500/2,540 LF: S73p.pp '�
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