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ENGINEER'S ESTIMATE
<br /> IUISMUSSEN ROAD IMPROVEMENTS-NORTH OF MAIN ST
<br /> ►EQUOT LAKES,MN
<br /> SEPTEMBER,201E
<br /> ITEM NO. ITEM DESCI4lPTION UNIT ESTIMATED ESfIMA1FD TOTAL COST
<br /> UNIT PRICE QUANTITY
<br /> ROADWAY
<br /> 1 MOYILIZATION LUMPSUM SI00,000.00 1 5300,000.00
<br /> 2 COMMON DfUYATION CU YD $7.OD 2100 $14,700.00
<br /> 3 REMOVE WATERMAIN PIPE LIN Ff SL`•00 935 $14,025.00
<br /> 4 REMOYESANRARYSEWERPIPE LINFf $12.00 1350 $16,200.00
<br /> 5 REMOVE BITUMINOUS PAVEMEM SQYD 53.00 7450 522,350.00
<br /> 6 REMOVE CONCRETE PAVEMENT SQYD $3.Q0 35 $305.00
<br /> 7 REMOVE SANRARY MANHOLE EACH SS,000.00 6 $6,000.00
<br /> i SAWING ERUMINOUS PAVEMENT(FULL DEPTH) LIN FT 53.00 570 51,710.00
<br /> 9 SAWING CONCRETE PAVEMENT(FULL DEPTH) UN FT $40.00 30 $1,200.00
<br /> 10 CONCNETE CURE AND GUTTER 6624 LIN FT $16.00 3325 $59,d50.00
<br /> 11 4'CONCRETE WALK SQ FT 57.00 6L50 $43,050.00
<br /> 12 6'CONCRETE DRNEWAY PAVEMENT SQ YD $150.00 415 $62,25p,pp
<br /> 13 TRUNCATEDDOMES SqFT $45.00 96 $4,320.00
<br /> 14 AGGREGATE BASE C1I55 5 TON 523.00 3065 $70,495.00
<br /> 15 TYPE SP 9S WEARING COURSE MD(TURE(2,C) TON $70.00 1750 $122,SOO.OD
<br /> 16 STRIPING(4'SIIOKEN IINE PAINT) LIN fT $0.60 670 $402,0p
<br /> 17 STRIPING(4'SOLID UNE PAIWn LIN Ff 53.00 3435 510,245.00
<br /> 18 STRI�ING(6'SOIID LINE PAI LIN FT $4.00 425 $1,700.00
<br /> 19 SIGNS LUMPSUM $2,00p.0p 1
<br /> 52,000.00
<br /> 20 TMFflCCONT110L LUMPSUM $3,000.00 1 $3,000.00
<br /> 21 STqEETSWEEPEH HOUR 5150.00 Zp $3,ppp.pp
<br /> 22 COMMON U60RER5 HOUR $iO.OD 20 51,600.00
<br /> 23 SILT FENCE LIN FT SI•50 4000 510,000.00
<br /> 24 EROSION CONTIIOL 6lANKET SQYD 53.75 400D $7,ppp,pp
<br /> 25 STAUIL�D CONSTRUC710N EXIT EACH $1,000.00 4 $4,000.00
<br /> 26 EROSIONCONTROLSUPERVISOR LUMVSUM 53,000.00 1 53,000.00
<br /> 27 TREES EACH $500.00 25 512.500.00
<br /> 26 SfREETLIGHTING EACH $6,500.00 S $162,500.00
<br /> 29 SCREENED TOPSOIL 60RNOW CU yp $35.pp �Sp $h,750.00
<br /> 30 FElil'IUZER7YPE1 POUND $2•00 320 $5qp,pp
<br /> 31 SEEDING ACRE 5550.00 1.6 $6ip,00
<br /> 32 SEED MD(TURE 25351 POUND $3.75 320 $1,200.00
<br /> 33 HYDMULICTYPE MULCH MATRIX ►OUND $L50 400p $(,ppp,pp
<br /> SU�TDTAL S7Di.000.00
<br /> STORM SEWER COLLECTION SYSTEM
<br /> STORM SEWEII MqIN
<br /> 34 STORM DMIN INLET VROTECTION EA[H $175.00 12 $2.100.00
<br /> 35 INSULATION F011 WATERMAIN LUMP SUM 55,000.00 1 $5,000.00
<br /> 36 12'RC PIPE SEWER LIN Ff 550.00 6S5 $34,250.OD i
<br /> 37 16"RC PIPE SEWER I1N FT $65.00 600 $39,000.00 I
<br /> 3E 2T RC PIPE SEWER UN Ff $6D.OD 700 $56,000.00 �'�
<br /> 39 27'RC PIPE API10N W/RIPMP EACH $2,�00.00 1 52,000.00 �
<br /> 40 4i'DMINAGE STIIUCTURE W/CJ15'TING LIN FT 5375.00 72 $27,ppp,pp
<br /> 41 60'DRIUNAGE 5'T1tUCTU1IE W/CAS'TING UN FT 5500.00 11 $5,500.00
<br /> SU�TOTAL 5371,000.00
<br /> STOIIIN SEINEII SERVI�
<br /> 42 1E'RC PIPE SEWER LIN Ff $65.00 50 $3,250.00 ''
<br /> 43 RC PIPE SEWER PLUG EACH S3pp.pp 4 53,200.00
<br /> SUtTOTAL $4.500.00 �
<br /> WATEN TREA7NIENT�IAM ROAD 11EMOVAIS/IIESTOMTION f�POND fiMDMG
<br /> 44 REMOVE tITUMIN0U5 PAVEMENT Sq Yp $3.00 1000 $3,000.00
<br /> 45 REMOVE SfORM SEWER LF 510.00 ]50 S2S�•00
<br /> 46 ADJUST WATERMAIN EACH SI,500.00 2 53.000.00
<br /> 47 CLEAA&GRUBB LUMP SUM $S,OOp.Op 1 $5,000.00
<br /> 48 ADIUST WATEIIMAIN EACH 51,500.00 2 53.000.00
<br /> 49 COMMON IXCAVA710N CU Yp $5.00 200p $10,000.00
<br /> 50 AGGREWTE 6ASE CLiSS 5 TON 523.00 350 $8,050.00
<br /> 51 TYPE SV 95 WEARING COURSE MIXTURE(2,C) 7pN $7p,pp Zgp $17Spp pp
<br /> 52 TURF RESTORATION LUMP SUM S10,OOO.OD 1 510,000.00
<br /> SU�TOTAL $i2,00p.OD
<br /> SU�TOTAL $Yi7,50D.00
<br /> SANITARY SEWER COLLECTION SY5TEM
<br /> 53 CONNECTTODfISTINGWLSANRMYSEWER EACH $750.00 1 $75p,pp
<br /> 54 SANRARYSEWERMANHOLE EqCH 53,000.00 6 $iS,000.00
<br /> 55 MANHOLE IXCESS DEPTH �ry�7 $Zpp.00 35 S���
<br /> 56 6'PYC SEWER PIPE LIN Ff $35.00 1300 $45,SOO.OD
<br /> 57 6"PVC SEWER SEIIVICE PIPE UN Ff 535.00 140 $q,900.Op
<br /> Sa 4'WC SEWER SEIIVICE PIPE UN Ff $35.00 350 $12,25p,pp
<br /> 59 6'x 6'PVC WYE EACH $5pp.pp 4 $2,400.00
<br /> 60 6'x 4'NC WYE EACH $600.00 10 $i.000.00
<br /> 61 6'SERVICE CLEANOUTS W/C�TINGS EACH $750.00 4 $3,OOD.OD
<br /> 62 4"SERVICE CLEIINOUTS W/UISTINGS EACN $750.00 30 $7,500.00
<br /> su�*oru. SSm,Soo.00
<br /> WATER OISTRI6UTION SYSTEM
<br /> 63 CONNECTTO OOSTING PVC WA7ERMAIN FJ,CH $75p,pp a S3�ppp ap
<br /> 64 t'PVC WATERMAIN PIPE(MAINUNE) �N f7 f;5,pp �� �sr��
<br /> fi5 6'PVC WATERMAIN P�PE UN FT $30.0p 10 S3,200.OD
<br /> 66 1'COPPER SERVICE PIPE LIN FI' S75.00 550 $41,250.00
<br /> 67 �'GATE VAWE&60%w/ADAPT011(MAINLINE) EACH 52.000.00 4 $a.ppp.pp
<br /> 61 6'GATEVAWE Z 607(W/ADAPTOR EACH $2,OOD.00 1 $2,000.00
<br /> 69 1'CORPORATION STO► EACH $350.00 1� $6,300,pp
<br /> 70 1'N11S STOP AND EOX EACH $1,000.00 lE $1f,000.00
<br /> 71 HYDRANT EACH $4,500.00 1 S4SOO.W
<br /> 72 DI FI7'fINGS POUND $4.00 5t5 $Z,7qp,pp
<br /> SU�TOTAL 5139,500.00
<br /> NOTES: E5TIMATED CONSfRUCTION COST: 53,274,500.00
<br /> 1 R/WAC4UISITIONWASGLNUTEDAT125%ofF.STiMA7ED CONTINGENCIES�IS%): $191,175.00
<br /> TAIf VALE($30.000 RER ACIIEI SUETp7AL; $1.465�675.OD
<br /> ENGINEERING(157i): S21l,651.25
<br /> R/W ACQUISITION PUCEHOLDER(1): 59;,ppp.pp ,
<br /> LEGAL AND OTHER CO5T5(2l61: $2�.313.50
<br /> ADMINISTRATION(2!6): Sb,3�,5p
<br /> E5i1MATED TOTAL PROJECT COST: $1,�42,000.00
<br /> COST PER FOOT$I,f12,000/2,3ZS LF: $7�p.pp
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