|
ENGINEER'S F.STIMATE
<br /> RASMUSSEN ROAD IMPROVEMENTS-NORTH OF NU11N ST
<br /> PEQUOT LAIff$MN
<br /> SEPTEM6ER,2018
<br /> ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED ESTIMATED TOTAL COSt
<br /> UNR PRICE QUANTITY
<br /> ROADWAY
<br /> 1 MOBIUZATION LUMP SUM 5100,000.00 1 $100,000.00
<br /> 2 COMMON IXCAVATION CU YD $7•00 2100 $14,70D.00
<br /> 3 REMOVE WATERMAIN PIPE LIN Ff $15•00 935 $14,025.00
<br /> 4 REMOVE SANRARY SEWER PIPE LIN FT $IZ.00 1350 $16,200.00
<br /> 5 REMOVE EITUMINOUS PAVEMENT SQYD $3.00 7450 522,350•00
<br /> 6 REMOVE CONCREfE PAVEMENT SQYD $3.00 35 5105.00
<br /> 7 REMOVE SANRARY MANHOLE EACH $1,000.00 6 $6,000.00
<br /> E SAWINGBITUMINOUSPAVEMENT�FULLDEPTH) �NFT $3.00 570 $1,710.00
<br /> 9 SAWING CONCREfE PAVEMENT(FULL DEVTH) L1N FI' $40.00 30 $1,200.OD
<br /> 30 CONCREfE CURB AfdD GUTTER 8624 LIN Ff $li.OD 3325 $59,650.00
<br /> 11 4'CONCRETE WALK SQ FT $7.00 6150 $43.050.00
<br /> 12 6'CONCREfEDIWEWAYPAVEMENT SQYD 5150.00 435 $62,25D.00
<br /> 13 TttUNUTED DOMES SQ FT $45.00 % $4.320.00
<br /> 14 AGGREGATE EASE CIA55 5 TON S23.U0 3065 570,495.00
<br /> 15 TYPE SP 9S WEARING COURSE MIXTURE(Z,C) TON $70.00 1750 Su2,`�•�
<br /> 16 STWPING(4'BROKEN LINE PAINT) LIN FT $0.60 670 $402.00 ,
<br /> 17 STRIPING{4'SOLID IJNE PAINn LIN Ff 53.00 3415 510,245.OD
<br /> 1E STRIPING(6"SOLID LINE PAINT) UN FT $4.00 425 $1,700.00
<br /> 19 SIGNS LUMPSUM S2,OOU.00 1 S2,OOOAO
<br /> 20 TRAFFlCCOM7tOL LUMPSUM $3,000.00 1 53,000.00
<br /> 21 STREETSWEEPER HOUR 5150.00 20 $3,000.00
<br /> 22 COMMON LA60NER5 HOUR 580.00 ZO $1,600.00
<br /> 23 SILT FENCE UN Ff $2.50 4000 Sia,000•00
<br /> 24 EROSIONCOMROL6lANKET SQYD S1J5 4000 $7,000•00
<br /> zs srne�ugu contsrnucnoN ottr eaai Si.000.00 a Sa.000.00
<br /> 26 EROSION CONTROLSUPERVLSOR LUMP SUM $1,000.00 1 51,000.00
<br /> 27 TREES EACH $SOD•00 25 $12,500•00 ,
<br /> 23 STREET UGHTING EACH S6S00.00 15 5162,500.00 �
<br /> 29 SptEENEDTOPS01LE0RROW NYD S35•DO 850 S�,750•00 ',
<br /> 30 PERTILIZERiYPE1 POUND S2•00 320 $640.00
<br /> 31 SEEDING ACRE $550.00 L6 $E60.00 ,
<br /> 32 SEED MIXTURE ZS-151 POUND $3•75 320 $1,200•00 �
<br /> 33 HYDMULIC7YPE MULCH MATRIX POUND $SSO 400D $6,000•00
<br /> SUtfOTAL $79i.00D.00 ,
<br /> STORM SEWER COLLECI'ION SYSfEM '
<br /> STORM SEWER NWN
<br /> 34 STOMA DNUN INLET PROTECTION EACH 5175.00 32 52,300•00 '
<br /> 35 INSULATION FOR WATERMAIN LUMP SUM $S,OOD.00 1 $5,000.00 �
<br /> 36 12"RC PIPE SEWER IJN FT $50•00 6R5 534.750•00 I
<br /> 37 16'RC PIPE SEWER LIN FT $65.00 600 $39,000.00 ��
<br /> 3E 2T RC PIPESEWER LIN FT $6U•00 700 SS600D.00 '
<br /> 39 2T RC PIPE APRON W/RIPRAP EACH $2,000.00 1 $2,000.00 �
<br /> 40 46'DRIUNAGE STRUCNRE W/CASIING UN Ff 5375.00 72 SZ7,000•00 'I
<br /> 41 60'DRIUNAGE 5'T4UCNRE W/GSTING LIN FT 5500•00 11 $S,SOO.OD I
<br /> susroru Sin,000.00
<br /> sroann sewoe somce �
<br /> 42 1f"RC PIPE SEWER LIN Ff 565.00 50 $3,250.00 i
<br /> 43 RC PIPE SEWER PLUG EACH $30D•00 4 $1.2�0•00 I
<br /> SU�TOTAL $4r500.00 I
<br /> WATEH 7REATMENT►IANT ROAD REMOVALS/BESTOM710N fi POND GMDING I
<br /> 44 REMOVE B(TUMINOUS PAVEMENT SQYD $3.00 1000 $3,000.00 �
<br /> 45 REMOVE SfORM SEWER LF $10.00 250 52,�•� i
<br /> 46 ADIUST WATERMAIN EACH S1,SOO.OD 2 $3,�.� �I
<br /> 47 CLEAR&GRU86 LUMP SUM $5,000.00 1 $5,000.00
<br /> 4i AD1U5T WATERMAIN EACH SS,500.00 2 53,000•00 I
<br /> 49 COMMON IXCAVATION CU YD $5.00 2000 $30,000.00 I
<br /> 50 AGGREGATE EIISE CLASS 5 TON $23.00 350 SiA�•�
<br /> 51 7YPE SP 9S WEARING COURSE MIXTURE(2,C) TON S70•00 250 Sll,500.00
<br /> 52 TURF RFSTORATION LUMP SUM $10,000.00 1 $10,000.00
<br /> SU{TOTAL 562.000.00
<br /> SU{TOTAL $?A7.30D•00
<br /> SANRARY SEWER COLLECiION SYSTEM
<br /> 53 CANNECfTOIXISTINGPVLSANRARYSEWER EACH 5750.OU 1 $750.00 �
<br /> 54 SANRARYSEWERMANHOLE EACH $3,000.00 6 $iS.000.00
<br /> 55 MANHOLE IXCESS DEPTH UN FT 5200.00 35 $7,0OO.OD
<br /> 56 d"PVC SEWER PIPE L1N FT $35.00 1300 $45,500.00
<br /> 57 6'PVCSEWERSEIIVICE PIPE llltl FT $35.00 140 $4,900.00
<br /> 56 4'PVC SEWER SERYICE PIPE UN FT $35.00 350 $12,25U•00
<br /> 59 6'x 6'PVC WYE EACH $600.00 4 $2,400.00
<br /> 6o a•x a•vvc wre ennai S600.00 io Se.000.00
<br /> 61 6'SERVICE CLEANOUTS W/CASTINGS EACH $750.00 4 $3,000•00 I
<br /> 62 4'SERVICE CLEANOUTS W/CASTINGS EACH 5750•00 30 57,500•00
<br /> SUiTOTAL $107.500.00 �
<br /> WATER DISTRIBUTION SYSTEM �
<br /> 63 CONNECT70 EXISTING PVC WATERMAIN EACH 5750•00 4 S3,000.00
<br /> 64 6"PVC WATERMAIN PIPE(MAINLINE) LIN FT S35.00 1330 $46,550.00
<br /> 65 6'PVC WATERMAIN PIPE t1N FT $30.00 40 $1,200•00
<br /> 66 1"COPPER SERVICE PIPE LIN Ff S75.00 550 $41,250.00
<br /> 67 6'GATE VALVE&DOX w/ADAPTOR(MAINLINE) EACH $2,000.00 4 $a,000•00
<br /> 66 6'GATEVALVE&BOX W/ADAPTOR EACH $2,000.00 1 $2.000.00
<br /> 69 1"CORPORATION STOP EACH $350.00 1d $6,300.00
<br /> 70 1'CURB STOP AND BOX EACH $1,000.00 Si 538,000.00
<br /> 71 HYDRANT EACH $45�.00 1 54,500.00
<br /> R DI FI1l7NG5 POUND $4.00 6i5 Sz,740•00 ,
<br /> SU6TOTAL $133r500•00 I
<br /> Np7�; EST1MAiED CONSIRULTION COST: 53,274,SOD.00 I
<br /> 1 R/WAfAUI51TIONWASGV.Q1lAhDAT125%ofE5T1MATED �ONTINGENQES(15%1: $191,175.00
<br /> TAX VALE($30,000 PER ACRE) SUETOTAL: 51,465,675.00
<br /> ENGINEERING(1556): $219,851.25
<br /> R/W ACQUISITION PUCEHOLDER(1): S9L,000•00
<br /> LEGALANDOTHERCOSTS(2Yo1: 579.333•50
<br /> ADMINISfRATION(2'kj: $�.3��
<br /> ESTIMATED TOTAL PROJECT COST: S1,i42.000•OD
<br /> COSI'�ER FOOT 51,k2,0�/2,325 LF: 5790.00
<br />
|