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ENGINEER'S ESTIMATE
<br /> RASMUSSEN ROAD IM�ROVEMENTS-SOUTFI OF MAIN ST
<br /> PEQUOT WffS,MN
<br /> SEPTEM6ER,2016
<br /> iTElYtNO. ITEM�ESCRFpTION ty{y�T ���� ���ATEff ,�dTA1.005T
<br /> UNtT FRIC� QDANTITY
<br /> ROADWAY
<br /> 1 MOBILVJ�TION LUMPSUM $100,000.00 1 $100,000•00
<br /> 2 COMMOND(CAVA770N CUYD S7•00 136D 59.660•�D
<br /> 3 REMOVE WATERMAIN PIPE L1N FT $35.00 6/5 $1D,125.00
<br /> 4 REMOVESANRARYSEWERPIPE LINFT Su•� � S7p•�
<br /> 5 REMOVE6ITUMINOUSPAVEMENT SQYD 53.00 52W 515.60U•00
<br /> 6 REMOVECONCREfEPAVEMENT SQYD $3.00 170 5510.00
<br /> 7 REMOVESANRARYMANHOLE EACH $S,OW.00 1 53,000•00
<br /> E SAWINGBIiUMIN0U5PAVEMENT�FULLDEPTH) UNFT $3.00 65U 51,950.00
<br /> 9 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 540.00 100 $4,000.00
<br /> 10 CONCREfE CURBAND GUTTER 6624 UN FT $1t.00 E500 $]53.000•00
<br /> 11 4"CONCRE7E WALK SQ FT $7.00 6100 $42.700.00
<br /> 12 G CONCREfE DRIVEWAY PAVEMEM SQYD $I5�•00 64D $96,000•00
<br /> 13 1RUNGTEDDOMES SQFf $45.00 100 $4,500.00
<br /> 14 AGGREGATE6/ISEClA555 TON S23•00 3E00 Si7,400•00
<br /> 15 TYPE SP 9.5 WEARING COURSE MIXTURE(2,C7 TON S7U•00 7200 $754.000•00
<br /> 16 STRIPING(4'BROKEN LINE PAINI') LIN FT $0.60 130D $660.00
<br /> 17 STRIPING(4'SOLID LINE PAIWn LIN FT $0.60 4675 $2,605.00
<br /> lE SfRIPING(6'SOLID LINE PAIN'n LIN Ff $4.00 2350 59,�•�
<br /> 19 SIGNS LUMPSUM 52,000.00 1 S2.OW.00
<br /> 20 TMFFlCWNTROL LUMPSUM S3,OOO.OD 1 $3,000.00
<br /> 21 STREETSWEEPER HOUR 5350•OD 20 $3,000.00
<br /> 22 fAMMON 1A60RERS HOUR $60.00 20 S1,GD0.00
<br /> 23 SILT FENCE UN FT S2S0 2000 55.000•OD
<br /> 24 EROSION fANTROL ELANKET SQYD 51J5 2000 $3,500.00
<br /> ZS STA6ALIZEDCON5TRUCTIONWT EACH $1,000.00 6 $6,000.00
<br /> 26 EROSIONCONTROLSUPERVISOR LUMPSUM $1,ODU.00 1 5�,�•� �
<br /> 27 TREES EACH 5500.00 20 530,000.00
<br /> 26 STItEETUGHIING EACH $65�.00 15 $975�.00
<br /> 29 SCREENEDTOPSOIL60RROW CUYD $35.00 920 $32,200.OD
<br /> 30 FERTII.IZERTYPES POUND $2•00 340 S6R0•00
<br /> 31 SEEDING Aq1E 5550.00 1.7 $935.OD
<br /> 32 SEED MIXTURE 25-]51 POUND $3.75 340 $1,275.OD
<br /> 33 HYDRAULICTPE MULCH MATRIX POUND $1S0 4250 $8.375•OD '�,
<br /> SUROTAL Stp,��� �
<br /> STORM SEWER COLLECTION SYSTEM
<br /> sroenn sEwot nn�m '
<br /> 34 STORM DMIN INLEf PROTELTION EACH $175•00 2U 53.500•00
<br /> 35 ISULATION FOR WATERMAIN LUMP SUM $6,000.00 1 $5,000.00
<br /> 36 12"RC PIPE SEWER UN FT $45.00 1300 SSl,500•00
<br /> 37 18'RCPIPESEWEII LINFT 555.00 3270 569,l50.00
<br /> 3i 30`RC PIPE SEWER LIN FI' S75•00 Z50 51�,750•00
<br /> 39 30'RC PIPE APRON W/RIPRAP EACH 52,�•� 5 510,�•�
<br /> 40 4E'DRIUNAGE STRUCNRE W/CASTING UN FT 5375•00 S.5 531,45.00
<br /> 41 60'DNVNAGE 5'T1tUCTURE W/GSTING LIN FT S`�•� SO $S,OOD.OD
<br /> 42 CONTROLSiRUCfURE EACH 55,000.00 2 5�.�•�
<br /> wrrornt Sus,sao.00
<br /> sroiemsEwflesonnee
<br /> 43 16'RC P�PE SEWER LIN FT $55•OD 60 $3.300•00
<br /> 44 RCPIPESEWERPLUG EACH 5300.00 3 5900•00
<br /> SII�TOTAL $4.00O.W
<br /> GRAVDAHL DRIVE REMOVALS/RESTORATION �
<br /> 45 REMOVE BITUMINOUS PAVEMENT SQYD 53.00 E00 52.400•00
<br /> 46 AGGREGATE 6ASE UJlSS 5 TON S23•OD 270 58,210.00
<br /> 47 TRE SP 9S WEARING COURSE MpfTURE(2,C7 TON S7U•00 140 533,300•00
<br /> 48 NRFRES'fORATION LUMPSUM S2,SOD.00 1 52.500•OD
<br /> 49 ADJUST WATERMAIN EACH 52,500.00 1 $2.SOD•OD
<br /> wsronu Sz�.000.00 ,
<br /> onmN�qavonxt nonro excwv�nau/e�onnnoN
<br /> 50 COMMON IXGVATION CU YD 55.00 500 S2.500•00 ',
<br /> 51 INSULATES4NRMYSEWER LUMPSUM S1,SOO.OD 1 S1,500.OD ���
<br /> 52 NRF RESTORATION LUMP SUM SS,ODD.00 1 55,000.00
<br /> susroru S�.000.00
<br /> rimrosm�N►w��ronro oco►vnnorv/aEsroieanor �
<br /> 53 CLEAR&GRU6 ACRE $6,000.00 OJS $6,00�.00 i
<br /> 54 FORCENUUN PIPING REROUTE LUMP SUM $Z0,000.00 1 520,000•00 �
<br /> 55 COMMON IXUVA710N N YD SS•00 2000 $10,000.00
<br /> 56 TURFRE5TOMTION LUMPSUM $30,000.00 1 $10.000•00
<br /> SU�TOTAL $fGr000.00 �
<br /> SU�'fOTAI $301,500.00 ��
<br /> SANRARY SEWER COLLECTION SYSTEM
<br /> 57 CONNECfTODUSTINGPVCSANRARYSEWER EACH 5750•00 2 S1,SOD.00
<br /> St SANRARYSEWERMANHOLE EACH $3,000.00 1 $3,000•00 ��
<br /> 59 MANHOLE IXCESS DEPTH LIN FT 5200•00 5 51,000•00
<br /> 60 E'PVC SEINER PIPE LIN FT $35.00 60 $2,100•00 �
<br /> SU�TOTAL $7.SOD•00 �
<br /> WATER DIS�RIdUTION SYSTEM ��
<br /> 61 CONNECf TO IXISTING WC WATERMAIN EACH 5750•OD 2 S1S�•� II
<br /> 62 d'PVC WATERMIUN PIPE(MAINUNE) LIN FT $35.00 L550 $54,750.00 ,
<br /> 63 6'PVC WA7ERMAIN PIPE LIN FT S�•� 60 S1,E00.00 �I
<br /> 64 1"LOPPER SERVICE PIPE LIN FT 575.00 390 529.250•00 I
<br /> 65 t'GATEVALVE&60Xw/ADAPTOR�NUUNUNE) EACH $2,OD0.00 4 $E,000.00 �
<br /> 66 6'GATEVALVE&BOX W/ADAPTOR EACH $2,000.00 2 $4.000.00
<br /> 67 1'CORPOMTION STOP EACH $350.00 ]3 $4,550.00
<br /> r�a i'CURB STOP AND 60X EncH Ss,00n.00 � S�,000.00
<br /> 69 HYDRANT EACH 54,500.00 2 $9.0OO.OD �.
<br /> 70 DI FIT'fINGS POUND $4.00 765 $3,060.00 ��
<br /> surroru Ssusoo.00
<br /> NO7E5: ESTIMATEDCONSTRUCIIONCOST: 51.305.500.00 .
<br /> 1 R/WACQUISITIONWASCALCUUTEDAT125XofESTIMATED CONTINGENCIES(]5%): 5795,675.00
<br /> TA%VALE(530,000 PER ACRE) SU6TOTAL• S1�SU1�325.00
<br /> ENGINEEHING(15yo): 5225.198.75
<br /> R/W ACQULSITION PUCEHOLDER(1): $71,OOD.00
<br /> LEGAL AND OTHER LOSTS(27.): 5H0.02650 �
<br /> ADMINLSTRATION(2'k): 530,02650 �
<br /> ESTIMATED TOTAL PROJEGT COST: S1,i57,500.00
<br /> COST PER FOOT$i.i57,'S00/2,540 LF: $730.00
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