|
ENGINEER'S ESTIMATE
<br /> RASMUSSEN ROAD IMPIIOVEMENTS-SOUTH OF MAIN 5T
<br /> PEQUOT IAIffS,MN
<br /> SEPTEMBER,2016
<br /> ITEM NO. ITEM DESCRIPTION UMIT �T�MATED ESTIMATEO �TAL COST
<br /> UNIT PRICE QUMITITY
<br /> Ronnwav
<br /> 1 MOB�I.ZITION LUMPSUM 5300,000.00 1 5300,000.00
<br /> 2 COMMON IXCAVATION CU YD $7.00 L3i0 $9.660•00
<br /> 3 REMOYE WATERMAIN PIPE UN FT S15•OU 675 530,125.OD
<br /> 4 REMOVESAWITAItYSEWERPIPE UNFT $12•00 60 $T10.00
<br /> 5 REMOVEBITUMINOUSPAVEMENT SQYD 53.00 5200 S35,600•00
<br /> 6 REMOVE CONCREfE PAVEMENT SQYD 53.00 170 5510.00
<br /> 7 REMOVE SANRARY MANHOLE EACH $1,000.00 1 $1,000.00
<br /> E SAWING EITUMINOUS PAVEMENT FULL DEPTH) LIN F1' $3.00 650 $1,950.00
<br /> 9 SAWINGCONCRETEPAVEMENT�FULLDEPTH) LINP'f $40.00 100 $4,OOD.00
<br /> 10 CONCREfE CURB AND GUTTER E624 LIN F! $16.00 t500 $L`3.000•00
<br /> 11 4'CONCRETE WALK 54 FT $7.00 6100 542,700.00
<br /> 12 6'CONLRETE DRNEWAY PAVEMENT SQYD 5150•00 640 5�,000.00
<br /> 13 TftUNGTEDDOMES snFr Sas.00 ioo Sa,soo.00
<br /> 14 AGGREGATE BASE CLASS 5 TON S23•00 3E00 S67,400•OD
<br /> 35 TYPE SP 9S WFARING LOURSE MIxTURE(2,C7 TON $70•DD 2200 $154,000•00
<br /> 16 5fRIPING(4'BROKEN LINE PAINT) LIN FT $0.60 1300 $660.00
<br /> 17 5TRIPING(4'SOLID UNE PAIN'h LIN FT $0.60 4675 S2.E05•00
<br /> 1d STIIIPING(6'SOUD UNE PAINT) LIN FT $4•00 235t1 $9,900•00
<br /> 19 SIGNS LUMPSUM $2,000.00 1 52.000•00
<br /> 20 TRAFFlCCANTROL LUMPSUM $3,000.00 1 53,000.00
<br /> 21 STREETSWEEPER HOUR $150.00 20 $3.000•00
<br /> 22 COMMON LMORERS HOUR $ED.00 20 $1,600.00
<br /> 23 SILT FENCE LIN FT S2S0 Z000 55,000.00
<br /> 24 EROSIONC6NTROL6LAWKEf SQYD $1.75 2000 $3,500.00
<br /> 25 STADAI.IgD CANSTRUCf10N DOT EACH $1,000.00 6 $6,000.00
<br /> 26 EROS�ONCONTROLSUPERVISOR LUMPSUM 51,000.00 1 $1,000•00
<br /> 27 TItEES EACH 5500•00 20 530,000.00
<br /> 28 STftEETLIGHTING EACH 56.500.00 15 $97,500.00
<br /> 79 SCREENEDTOPSOILBORROW CUYD 53.5•00 820 S3Z,�•0�
<br /> 30 FERTILQER7YPE1 POUNO S2.OD 340 S6W00 '
<br /> 31 SEEDING ACRE $550.00 L7 $935•00
<br /> 32 SEED MIXTURE 25-151 POUND 53.75 34D $1,275.00
<br /> 33 HYDRAUUCTYPE MULCH MATRIX POUND $1.50 4250 $6,375.00
<br /> SU�TOTAL $iW�00D•00
<br /> SfORM SEWER COLLECTION SYSTEM
<br /> SroRM sEVYER MAIn �,
<br /> 34 SfORM DRAIN INLEf PROTECfION FACH 5175.00 2D 53,500•00 ��
<br /> 35 ISUUITION FOR WATERNWN LUMP SUM $d,000.00 1 $s,000•00 �
<br /> 36 12"RC PIPE SEWER LIN FT S45.OD 1300 SuS�•�
<br /> 37 3II"RC P1PE SEWER LIN FT 555.00 1270 $i9,650•00 �
<br /> 36 30'RC PIPE SEWER LIN FT S75.OD Z50 SIt,750•00
<br /> 39 30"RC PIPE APRON W/RIPM� EACH $2,0OO.OD 5 530.000.00
<br /> 4p 4E'DRAINAGESTRUCNREYV/fASTING LINFT 5375.00 RS 531,675•00
<br /> 41 60`DRAINAGE STRUCTURE W/qISTING UN FT $500.00 10 $5,000.00
<br /> 42 CANTROLSTRUCfURE FACH SS,OU0.00 2 510,000.00
<br /> SUiTOTAL $235,50U•00
<br /> STORM SEWER SERVICE ',
<br /> 43 SE'RCPIPESEWEfl UNFT 555.00 60 $3,30D.00
<br /> 44 RCPIPESEWERPLUG EACH 5300•00 3 $900•00 ;
<br /> SU�TOTAL $A,000.00 i
<br /> GMVDAHL DpVE REMOVALS/RESTOMiION '
<br /> 45 REMOVEBITUMINOUSPAVEMEM' SQYD 53.00 i00 SZ,'100•00 I
<br /> 46 AGGIIEGATE MSE CLA55 5 TON $23.00 Z70 $6.210.00 ,
<br /> 47 TYPE SP 9.5 WEARING CAURSE MIMURE TON $70.00 19D 513,300•OU �
<br /> 4t NNP RESTOMTION LUMP SUM $2,500•00 1 $2,500•00
<br /> 49 ADJUST WATERMAIN EApi $2,500.00 1 $2,500.00 �i
<br /> AATOiAL $27.000.00 I
<br /> 00517NG GRIIVDAHI.POND IXGVATION/RESTOMTION ,
<br /> 50 COMMON IXCAVATION CU YD SS•00 500 S2S�•� �'�
<br /> 51 INSUlATESANRARYSEWER LUMPSUM $1,500•00 1 $1S�•� ��
<br /> 52 NRF RESfORAT10N LUMP SUM SS,OOOAO 1 55,000•OD 'i
<br /> SUifOTILL $9.000.00 I
<br /> PRO►OSED QRAVDAHL/OND IXGVATION/RESfOM710N
<br /> 53 LLEAIt&GRUS ACRE ${,000.00 0.75 $6,000•00 �
<br /> 54 iORCEMAIN PIPING REROUTE LUMP SUM 520,000•00 1 520,000.00 �
<br /> 55 COMMON IXCAVATION CU YD $5.00 2000 S10,OOO.OD I
<br /> 56 TURF R6TORATION LUMP SUM 530.000•00 1 S10,OOO.OD I
<br /> SU�TOTAL 598�000•00
<br /> SU6TOTAL $301,500•OD
<br /> SANRARY SEWER COLLEC110N SYSTEM i
<br /> 57 CONNECTTOE)OSTINGPVCSANRMYSEWER EACH $750•00 2 S1S�•� '�,
<br /> 56 SIWRARYSEWERMANHOLE EACH 53,000.00 1 53.000.00 ',
<br /> 59 MANHOLE IXC65 DEPTFI LIN FT 5200•OD 5 $1,000.00 I,
<br /> 60 d'PVC SEWER PIPE UN FT $35.00 60 $2,300.00 I
<br /> SU�TOTAL $7.500•OD i
<br /> WATER DISTRIBUTION SYSTEM
<br /> 61 CONNECTTO EXI517NG PVC WATERMAIN EACH $750•OD 2 S1,SOO.OD �..
<br /> 62 6'PVC WATERMAIN PIPE MAINLINE) UN FT $35.00 L`50 554.250.00 �,
<br /> 63 6'PVC WATERMAIN PIPE LIN FT S3U•00 60 S1,E�•00
<br /> 64 1'COPPER SERVICE PIPE LIN Ff $75.00 390 5�.�•�
<br /> 65 t'GATE VALVE&60Xw/ADAPTOR(MAINUNE) �� 5�.�.� 4 ��.�
<br /> 66 6'GATEVALVE&60X W/ADAPTOR EACH 52,000.00 2 $4.000.00
<br /> 67 1'CORPORATION STOP EACH $350•00 73 S4S�•�
<br /> 6f 1'q1R6 STOP AND 60X EACH $1.000•00 13 $13,000•00
<br /> 69 HYDRANT EACH 54.500.00 2 $9,000.00
<br /> 70 DI FITTINGS POUND $4.00 765 53,060.00
<br /> susroru Ssz�soo.ao
<br /> NOTES: ESTIMATEO CANSTRUCTION COST: 51,�.500.00
<br /> 1 R/WAC4UISITIONWASGLCUU7EDAT375%ofESi1MATED CONTINGENpES(15%): S]95,d75.00
<br /> TA7(YALE($30,000►ER ACNE) SUDTOTAL: $1�501�325•00
<br /> ENGINEERING(iSiG): $225.19f•75
<br /> R/W ACQULSITION PUICEHOLDER(1): 571,000.00
<br /> LEGALANDOTHEIICOSTS(2Yol: 530.02650
<br /> ADMINISTRA710N(2'bj: $30,Q26S0
<br /> ESTIMATED TOTAL PROIEGT COST: S1,i57,500.00
<br /> COST�Elt F00T 51,�+�5�/7,SAG LF: 5730.00
<br />
|