Loading...
HomeMy WebLinkAboutItem 7 - Section 34 Utilities Signed Pay Estimate No 1 PROJECT RAY FORM . ENGINE:E PARTIAL,,PAY ESTIMATE NO.. �. RING; in'c. SECTION 34WATER.&:SEWER.UTILITY EXTENSION IMPROVEMENTS PERIOD OF ESTIMATE PROJECT NO.2013.126 FROM 16/7/20.13 'TO 11/1/2013 PROJECT OWNER: CONTRACTOR: CITY OF.LAKE ELMO REDSTONE CONSTRUCTION COMPANY INC. 3800 LAVERNE AVENUE NORTH PO BOX218 LAKE ELMO,MN.55042 MORA,MN'SS051 ATTN:JACK GRIFFIN,CITY ENGINEER ATTN:DALE MANS,PROJECT:MANAGER I y .CONTRACT CHANGE ORDER SUMMARY PAY`ESTI MATE SUMMARY No. Approval Amount .1.Original Contract Amount $1,701,884.50 Date Additions Deductions 2. Net Change.Order.Sum $11,162.82 1 11/6/20.13 $11,162.82 3. Revised.Contract(1+2) $.1,7131047.32 4.*Work Completed $285156:2.26 -5.*Stored Materials. $0.00 6.Subtotal(4+5) $285,562.26 7.. Retainage: 54 $.141278,11 :8.Previous Payments Mpo TOTALS $11,162.82 $0.00 1:AmounitOue(6>7T8 ) $271,28414 . NET.GHANGE $11,162.82 IN � *Detailed Breakdown Attached ' CONTRACT TIME START DATE: 10/7/2013 ORiGINALDAYS 235 ON'SCHEDULE "SUBSTANTIAL'.COMPLETION 1'2/20/2013 REVISED DAYS 0 YES FINALCOMPCETION . 5130/2014. . 'RENIAININ G. ':':210 N O ENGINEER'S CERTIFICATION: FOCUS:Engi nee ring;:inc, The undersigned:certifies that.the work has been reviewed and:to the --"� best:of'the ir knowledge:and::belief;the quanfitiesshown in this:: estimate:are correct:and the work has!been performed'in:•accordance::ENGiNIfER with the.contract:documents. DATE :. : :CONTRACTOR'S CERTIFICATION: CONTRACTOR The undersigned:Contractor.certifies that to the best of°th.eir knowledge,information and belief the work covered b this a ment g Y p y,. estimate has been completed in accordance with the contract p $Y 1 i �^ documents,.thatalLamoun .byts_havebeen_paid the co.ntra.Cto.r for ' lr17— work for which previous,payment estimates was issued and.payments received from the owner,and that current.payment shown herein is DATE now due. APPROVED BY OWNER: CITY'OF'LAKE`ELMO,MINNESOTA BY BY DATE DATE FOCUS Engineering,Inc. PROJECT PAYMENT FORM PARTIAL PAY ESTIMATE NO. 1 SECTION 34.WATER&SEWER UTILITY EXTENSION IMPROVEMENTS C ',ENGIN,EE.RING;:Inc. CITY OF LAKE:ELMO;MINNESOTA PROJECT NO.2013.126 ..CONTRACT THISPERIOD TDTACTO.DATE ITEM DESCRIPTION OF PAY ITEM UNIT QUANTITY UNIT PRICE AMOUNT i QUANTITY AMOUNT QUANTITY AMOUNT DIVISION-1•.GENERAL 1 MOBILIZATION .1 .1 548;000.00 :$48.000.00 0.50 S24;000.00 0.50 .524,900DO 2 TRAFFIC CONTROL LS 1 $6,300.00 S"DOAD ODD S0.00 0 .$DAO 3 CLEAR AND GRUB TREES LS 1 :SI9,000.00 $191000.D] I.Go $19;000:00 .1 .S29,000.00 4 TENtPCRARYROCK CONSTRTUCTION ENTRANCE EA :2 'S1,100.00 $2,200:00 0.00 $0.00 0 - $0.00 STREET SWEEPING ::R 41, SITAO .S7,000.00 0.00 $0.00 0 Sam SUBTOTAL-DIVISIONI $82;500.00 $43,000.00 543,000.00 DIVISION 2-SANITARY SEWER(GRAVITY SEWER-HUDSON BLVD.) 6 CONCRETE JERSEY BARRIERS LF 'ODD $21.00 $28,900.00 0.00 SOAO 0 5D.00 7 REMOVE AND DISPOSE.OF EXISTING BITUMINOUS DRIVEANAY SY SCO $2.20 51.100.00 ODD $0,0D 0 SOAD 8 REMOVE PIPE CULVERT LF 245 .$5.50 $1,347.50 0.00 $0.00 0 SO.00 9 REMOVE SANITARY SEWER PI PE L 13 $655 SB5.15 DAO .S0:00 0 $D.00 10 SALVAGE AND REINSTALL I2"'RCP,INCL APRONS .F 6O $22.10 S1,105.00 0.00 Sum 0 $DAD 12 PAT CH BITUMINOUS DRNER'AY SY SOD 935DI $171500.0D 0.00 S0.00 0 50.00 I2 PATCH GRAVEL DRIVEWAY TN 100 SISDO $1,500.00. 0.00 .SOAD p :SO.00, 13 29"X42"ARCH CMP CULVERT LF e_ S5 90 $9,581.10 .0.00 :SoDo 0 50.00 14 30"CMPCULVER" -. .S4C20 $3,138:20 0.00 SD:00 p $0.00 15 36'CMR{ULVcRT _F .551.90 SI.813.50 0.00 '$0.00 0 $0.00 16 42"CMP CULVERT LF 64 S7&20 54,876.80 0.00 30.00 0 $0.00 .17 29"X42"ARCH'CNIP CULVERT EA 2 $498.00 $996,00, 0.00 $0.0D .p SO:OD :18 30"CMP APRON EA 3 S389.00 51,267.00 0.00 50.0D 0 S0:0D 19 36"CMPAPRON EA 2 S573.00 $1,24640 ODD $0.00 0 SODD 20 42"CMP APRON EA 2. $11130.00 S2.220AO 0.00 S0:00 0 SO.OD 21 CONNECT 70 EXISTING SANITARY SEWER.MH EA .3 $993.00 S993.00 DDo $0.00 0 SDXO 22 8"PVC SANITARY SEWER,SDR 35,-e'-10'DEEP iF 25 538:50 $97250 p,p0 $0.00 p 'S0.00 23 10'PVC SANITARY SEIVER,SDR 26,25'-30'DEEP :LF .20 'S154.00 - 1SS;OSO:CO ODD $0.00 p ,SO,OD , :24 12"PVCSANITARY SEWER,SDR 35,0'•10'.DESP .LP :S36.20 - •0.00„ 0 585 53"+,037:DC '50.00,': 'S0.00 • .25 22"PVCSANITARYSEWER,SOR 35,10'-15'OEEP •• LF -75 ! $90.00: 527,000.00 0,00 S0.00 25 1_'PVGSAN,TARY SEWEn;:5DR 35,15'-_0'-0°_. L :290 :S20,706.00 o o EEP P 'S73,d0 ODD •$0.00, D. .. $0.00 . 27 12"PVC SAN,TARY SEWER;SDR as,Is,.20'DEEP ;LF ', 65 .583.60 . 55;43400 28 12"PVCSA%iTARSE 5D6,20' 2'DEEP ' L •.:20.0 $9y120 538;240.0D OAD $0,00 .. :$0 000 „ 29 12"PVC SANITARY S;W'R,SDR26;25'=30'019P ;;'.' LF' ;; 551) !3102.00 :.-S87;830.00 ;0,00„ .SOAO'',, p' 4000 30 JACn12'aVCSANi ARYS:WER ! .,: LF ;!......40 ':5410.00 .!:$16,400A0;' :0.00:.. '$0A0' ;D,'„ ;:..�$000 r, - .. 1;800;; ::0, .5000 32 INSULA-EON,2"'HICit +$0.01 .,. ',533.00 :000 $0.00 35 INSUROC ATION, "THi=ORROW .:' LF .. Aso 52990: '...$2198540, •000 „ . $0.00 -0 .. „$0.00 .33 PLAC5FILhOVER SANITARY.SEWFR PIPE:(LV) :'' Cy 150 :.$7.75 $1,162:5D $D.00 D :S000, o c' .1 :'$2,76D.O0 ... 34 CROSS HIGH PR_SSUR_:GAS�2IPE LINE ,' LS ':' : ' � : 52,7b0:00: � 0.00 'SO.Cq '� :5000 4.06 ;0 35 SANITARY SEWER MH,O MAMETER ' ' cq;':. :8 $2;530.00 .:.'$20,240.D0 :. -50.00 'SO CO 36 EXCESS MANHOLE'DEPTH,WDIAMETER '.LP ': S5. i5972O. :.;15,443.20 :. .'ODD 50.00� . . SDDO .37 TELEVISE SANITARY.,SEWER :. '' .. .:.LF :2,672 ':S1:75 $4;67640 0.00 :$0.00.: .:0.. '$0.00 38 OFF ROAD STRUCTURE MAAKfR .. :EA 7 :. .:555:20 $386AO .0.00 50.00 0 :.$0.00 :39 'SEED MIX 250&.61ANKEi -:SY '5,000 .'SIA6 .'S5,500A0 .0.00 '.50.00 : .:0' $000 40 SEED MIX27O&SLANXE7 .. .. SY .4,200 'S134 ''S5,928:00 ODD ..:$0.00 i. .. o '$0.00 .... ' 41 'SEED MIX 250&HYOROtdULCH :.SY 5,000 .. ..SOA2' S2,100:00 0.00 ., $D:Do p sa:oD .. SY. .5;200 .' -SOA6 : S2.39200 :D:OD : $0.00 0.. ..$O.DO 42 SEED MIX 270 S,HYDROMULCH A3 EROSION.STABILIZATION MAT '. : :.:: .. :SY .SSO ....: ;5990 .Sl'A85A0 O100 +SODD 0 $000 . .. .44, 'TEMPORARY SEEDIANM 100ANDMULCH .AC.: -:'4. ::$686:00 ;S2;744A0 0.00. :$OAD':. i5000 .. .: ... .: :4S DITCH CHECX .. .. ..:.: :EA. i, .8. 'S9T50 5780A0 0;06... :$0:0D :: ::1 .50.00 46 CULVERT INLETPROTECTION :. .EA .. 'e $20D.00 151;600.00 -ODD''. $0.00 :..0 .:'.$0.00 ... .. 47 SILTPENCE ... LF 1;500 '.$171 :52,56590 .676:00.. 'S1;255.96 : .676 : .S1.1559 .SUBTOTAL=DIVISION.2 S305,783:85 :51.155:96 :$3;Y55.96 CONTRACT THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION OF PAY ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT DIVISION 3-SANITARYSEWER(LIFT.STATION SYSTEM) - 46 REF.SOVEANO DISPOSE OP EXISTING BITUMINOUS DRIVEWAY 9Y " STD' '$'2:75 $1,567.50 � „0 $0.04 49 REMOVE AND DISPOSE OF.EXISTING CONCRETE DRIVEWAY SY 40' :$8.75 S350.OD. 0,00 50.00 0 '$Q;oo SO REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER LF 50 ''51.35 $130.50 0.00 SO.00 •0 10.00 51 .REMOVE PIPE CULVERT LF 165 SS;50 $907.50 � 'Moo $0.00 ;p SO.00 52 SALVAGE AND REINSTALL IS-RCP,INCL APRONS 0 60 524.30 %A56.00 O.OD 50.00 0 $0.00 S3 PATCH 81TU M1 IOU S Det1Vc'WAY SY 200 $35.00 $7,000;00 .0.00 $0.00 •0 'SO.00 54 PATCHGRAV LDRIVEKWY TN 250 $25.00 $3,730.00 0.00 So= 0 S0.00 55 8618CONCRETECURBANDGUTTER LF ';30 $30.00 $900.00 MOO SO.oD 0 $0.00 56 1211CMPCUUkRT LF .30 $20.50 $615.00 0.00 SO.OD 0 $0.00 57 18"CMP CULVERT LF 52 S2S.S0 S3,393.60 0.00 50.00 0 �$0.00 58 21,CMP CULVERT LF "40 $31.00 $11240.00 0.00 50.00 0 50.00 59 12"CMPAPRON EA 1 5131.00 S131.00 0.00 $0.00 0 $0.00 60 18"CMP APRON EA 2 5157.00 $314.00 0.00 SOAO 0 $0.00 61 21"CMPAPRON "FA 2 S157.00 $374.00 0.00 50.00 .p $D.00 62 a"DIP SANIFARYSEWER,CLASS 52,10'•35'DEEP LF 40 $44.30 $2,772.00 0.00 '50.00 0 50.00 63 B-PVC SANITARY SEWER,SDR'35,V-:101.DEEP LF 700 $25.70 $17,990.00 59.00 S1,516.30 59 $1,516.30 64 3"PVC SA;.:ARY SEVER;SIR 35,10'-15'DE' LF 1,276 $26.00 S35,700.00 23D,00 S5,440.00 .230 $5A40;00 65 3"PVC SANITARY.SEWER.$DR 35,IF 2;'DEEP LF 435 SS9.OD SZ5,075.0D 744.00 $48,896.00 744 S43,S96.00 66 B"PVCSANITARYSEWER,SOR35,20'-25'DEEP LF 10 $74.3D $743.co JpO $0.00 :p SO.00 67 S"PVCSRNtTARYs_VER;SDR 26,0'-1C'DEEP L' SO $2SAD S1;405.00 0.00 S0A0 0 $DAD 69 8"PVC SA.>tiTARY$eV✓ER,SCR 26;1D'-i_'DcEP LF 606 S34,50 527;07,00 547.00 S38,37150 547 $18,671.50 69 S"PVCSANITARYSEWER,SDR26,,15'-20'DEEP LF 435 $69.90 tBOA0630 SSI.OD S26,631.90 381 $26,631.90 70 $"PVCSANTTARY SEWER,$DR 26,20'•.25'D"FEP LF 715 582,90 559,273.50 .896AD 5.74,278.40 896 '$74,279.40 .71 8"PVC SANITARY SEWER,SDR 26,2V-30'DEEP v 85 :S54;20 $s,00T00 70.00 55,594;00 70 S6,59440 72 20"PVC SANITARY SEWER,SDR 26,1S'-20'DEEP LF 70 S80.10 $5,607.00 0.00 $0.00 D $0.00 73 10-PVC SANITARY SEWER,SDB'2c;201-25'DEEP LF .32 <51:50 $1.648.00 .10200 $5,253A0 IC2 S5,253.00 74 10"PVC SANITARY.SEWER.SDR 26;2V-30'DEEP LF '0 S309.00 :50.00 :0.00 $0.00 .0 SO.00 75 10"PVCSANITARY SEWER,SDR 26;3D•-35'.1)EEP 8F 0 $137.00 S0.00 0.00 $DAD 0 $0.00 76 'ROC%FOUNDATION BORROW L$ 3,000 30.01 S50.0a 0.00 50.00 0 $010o 77 S"DIP SANITARY SEWER OUTSIDE.DROP LF ..27 $162.00 S4,374A0 Q.CO S0.00 ',0' $0.00 78 S"DIP SANITARY SEWER BLIND OUTSIDE DROP LF '•29 .SIS1.00 'S44379.0C '2930 54,424.30-. •29,94 54,424.3.0 . 79 SA(41TARY'SEVVER MH,4'.DIAMETER 5A 27 12.460.00 :$561420A0 16.00 - S39,350.00 ' 16 539,360.00 '• 80 EXCESS MANHOLE DEPTH,4'DIAMETER ,LF .'068 'S97120 "516,368.48' 131:93 S12,S23.60' .:131:93 :,.$12,823'XID 81 TELEV.ISE.SANTTARY SEWER LF' +,7$3 ,SI,73 98,282.75' 0.00 S0.00 0 S0.00 .82 :OFF ROAD TRUCTURE MARKER AA '•20 "555.20 S1;60080 " 'Q,00 SO 0 do.00 83 8"PVC FORCE MAIN .. LF" .1,960 :$2e30'.. 'S74004.00 0,00 ..50.00,' , .' p .:60.00, 84 AIR:R ='MH EA F 3 ss;aiD.Dp: s10s20.00'' 6.00 ', $mno, I' n ., .,.;So,00 SS.SS,85 DIP FITTINGS .. 'Lfi ;�IB6 5220;OODAO .: 0.00 ' SD,DO ,0 ' ' •,9000 Li ' . B5 .S'S7ATION, 5220.Oaa1D0 L$. 1 0.00 SD,00 p' 9000 " .87 :BITUMINOUS DRIVEWAY ILIFT.STATION)... .:!... . LSY .317 533A0 510A51:00 ..,:0.00 :. $0.00 :0. !s0 00 24,600 • S27,060.00 :'..SO.DO .. . . 24,000 S1O,080.00- SO.00 .. . 88 SEED MIX 250&:BLANKET SY $1.20 D00 „0 '5000 :89 SEED MIX250&HYDROMULCH �� � �� � � BY i'� S0.a2� � �D'.CD �"�'Q � � '$0.00. ' �so EROSION STABILIZATION MAT, .. .. SY' 50 :.. S99p .4495.00 0;00.. SD.00 ;D.,. ''SO.00 . 91 SEED MIX 250,MULCH,&OISCANCHOR AC' ,• ':5 .S929;00 $4:645.00 .O:QO .SDAO �p .50:00 92 TEMPORARY SEED MIX 100 AND MULCH AC :15... sass.00 S10,290.00 SO.00 93 :WTLANDRETORATION WT3FPSW3R:MIX 34.181 .:SY .BC.. .:5931: 3702.80 0;00 .50.00 :.. '::p' ..$0.0. ., .94 DITCH CHECK. .. EA .:17 .S97.50 '51,65750. 0.00. . S0:00 ..i0 $Moo 95. CULVERT INLET'PROTECTION .. ..:.SA •9. :S200.00 S1,80O:00 ! 0.0.1 :50.00 0 .$0.00 . . c .. :53.13 .. .-$.',08070 1,315.00 :'$2:246.55 ... .1,3+5 .52;248665 . 9$ SILT FENCE 'LF '5,310 .SUBTOTAL-DIVISIONS 5793;732.23 5242,337.65 $242,337.65 DIVISION 4-SANITARY SEWER(SERVICETO CM PROPERTIES) .:97. S"PVC SANITARY SEWER,SOR.SS,O''•'IV DEEP. LF .45 '533,20 :51,A94.00, .0.00 $0.00 :p .... $0.00 98 JACK$"'PVC SANITARY SEWER LF 60 0.00 :0 • $0:00 5405,00 52`;300.W $O:OD :99 SEED-MIX.250&'BLANKET SY .30D ..52.20 S330.00 :O.CO :$0.00 'SDAO . 100 SO.TfENCE W, SO "51;71 .. .$85.50..: 25.G0 'S42.75.. 25 S42.75 1 SUBTOTAL-DIVISION'4 'S26,209.50 '$42.75 $42.7S DIVISION 5•SANITARYSEWER'(LENNAR AREA SERVICES .-1LIL 8LK4"_P_VC_W!YE,SOR26_ EA_ 1�5117:Op .i$1�397.00 4.00 :S508A0 .4 SSOB.OD .102 4"PVCSANITARY SEWER SERVICE RISER „LP ISO :s7:7S S1,007.50 .58.00. S449.50 - 58 ;$449.50 SUBTOTAL-DIVISION 5 .S2,404.50 $957.SQ - .5957.50 DIVISION 6-WATERMAIN 103 CONNECTTO EXISTING 12"WATER MAIN 'MA 1 $404.00 '$404.00 O4G 50.00 0 $0.00 104 6"DIP,CL.52 WATER MAIN LF 215 S28.50 $6;127.57 0.00 SO.OD 0 $0.O0 105 W DIP,CL52 WATER MAIN LF .40 $35.90 SI,436;00 0.00 'SO.00 p SO.00 106 12"DIP.a.52 WA7E4 MAIN LF 7,305 $48.90 5357,214.50 0.00 $0.00 p $0.00 107 CROSS r IGH PRESSURE CAS PIPE L.NE LS 1 $882.00 $982.00 p,p0 SO.00 0 $0.00 108 6"GA cVALV-ANa=0X EA 14 $1,270.00 $17,080.00 0.00 $0.00 0 $0.00 109 S"GATE VALVE AND BOX £A 4 $1,830.00 $7,320.00 0.00 .50.00 0 $0.00 120 12"GAT£VALVE AND BOX EA 12 $3,070.00 $36,840.00 D•OD $1340 p SO.00 111 VALVE BOX EXTENSION " LF 15 SSS.aD $831.00 D.CD 50.04. p SO.00 112 VALVE V LIT EXTENSION LF 15, $37.70 5569.50 0.00 SO.00 0 $0.00 CONTRACT THIS PERIOD TQTALTO DATE ITEM DESCRIPTAONOF PAY ITEM UNIT QUANTITY UNIT'PRICE AMOUNT QUANTITY AMOUNT I`QUANTITY .AMOUNT 113 HYDRANT EA 11 •$4:090.00 544,990.00 ,'0.00 SD•00 0� '.S0:0p' 114 HYDRANT EXTENSION :LF •6 •$665.00 53,996.00 : O100 .50.00 •:0, $0.00 ll5 OFF ROAD STRUCTURE MARKER EA '17'. '• SSS.20 - 'S938.40 .0.0Q - SO.00 ..: .. :. :50.00 116 DUCTILE IRON'FTTTINGS LB 3,000 '$095 574,850.06 0.00 SD.OD •0' SUBTOTAL-DIVISION 6 $493AX90 :$0.00 .p SO.00 TOTALS=BASE CONTRACT :$1,704,102.98 $287,493.86 $287,493.86 CHANGE ORDER NO.1 COl-1 CLEAR&GRUBTREES(UFTSTAMON SITE ON CITY PROPERTY) LS 1.0 53,500.00 S3.500.0D 0.71 52,500,00 0.71 $2,500.00 COI-2 EXTRA 9'07 DEPTH AT VALVE MH LS 1.0 $1;631.94 $LS31.94 0.00 $0.00 0.0 $0.00 Col-3 .EXTRA DEPTH'0;FORCEMAIN LF 300.0 $20.S8 S6,174.00 OAO SO:DO 0.0 $0.00 COS-4 LIFT STATION GRAVEL DRIVEWAY TN 138.0 S35i00 S2,070.OD 0.00 SO.00 0.0 $0.00 CO3.S DEDUCT FOR GRAVITY SANITARY SEWER T RACER WIRE LF 7,386.0 -$0.60 -S4,431.60 7,386.00 44,431.61) 7,3B6.0 -54A31.60 TOTALS-CHANGE ORDER NO,1 $8,944.34 41,931:60 -$1,931.60 TOTALS:REVISED CONTRACT $1,713,047.32 $285,362.26 .$285,562.26