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HomeMy WebLinkAboutItem 8 - Section 34 Utilities Pay Request #2 PROJECT PA,Y;FORM P AY ESTIMATE�NO. 2 EER AFiTIAL.R ' '� NGIN E �, iN�,'inc EXTENSIONJMPROVEME O.D:OF'•,ESTIMATE SECTION 34lAEATER!&'SEWER.UTIL'lTY N E5 ;RERI PROJECT'N'O.;2013126 FROM. :11/2/201.3 TO IZ/1/2013 PROJECT OWNER: CONTRACTOR: CITY OF LAKE ELMO REDSTONE CONSTRUCTION COMPANY INC. 3800 LAVERNE AVENUE NORTH PO.BOX.218 LAKE ELMO, MN 55042 MORA,MN 55051 ATCN:.JACK GRIFFIN,CITY ENGINEER. ATTN:.DALE'MANS,PROJECT MANAGER K- NTRACT Ci{ANGE ORD�R`SUMMARY . PAY ESTIMA I ESSUIVIMARY CO _ ,. ._. ... 'No. Approval Amount 1..Original Contract Amount $1,701;884:50 Date Additions Deductions 2. Net Change Order Sum $11,162.82 1 11/6/2013. $11;162:82 3. Revised.Contract $1,713,'047.32 4.*,Work Completed $1,0.96;742.56 5,'*Stored'Materials $0.00 6.Subtotal(4+5:) $1,096742 56 !: 7:"RetaIna;ge* $54;83713' 8..'PreviovvP.aym,ents $271284.14 TOTALS $11,162.82 ' $0.00. 9.Amount Due(6=7=8) :$770,621.29 NET'CHANGE $11,162.82 ',: *Detaiied:BrerikdawnAttached CONTRAGTTlMEz ,f START:DATE': 10%7j2013 ORIGINAL GAYS ;:23'5 :,ON SCHEDULE SUBSTANTIAL`COMPLETION: 12/20/2013 REVISED DAYS 0 YES a' FINALi'COMPLEI'ION: 5/30/2014.. REMAINING:: ` -180 NO . ENGINEER'S CERTIFICATION: FOCUS:En !:eering,.Inc. The..undersigned certifies,that the work has been reviewed.and to the . best:of`theirknowledge and:belief,the:quantities shown1n this estimate-are°cocrect:and the work has,been performed in accordance :ENGINEER / with the contract documents. DATE CONTRACTOR'S CERTIFICATION: CONTRACTOR The undersigned Contractor certifies that'to tfie'best of:tholr' } knowledge,informationand`beliefthe:work°cgveredbytliis;payment, estimate'has completed p n been,com in:accorda ce•with the.,contract ' sy, ~ c5" —�=documents,-that.-alharnaunts=have=been-paid=by he=contractor-fvr ' work'for which precious.payment estimates was issued!2nd;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, 2 SECTION:34WATER&:SEWER:UTILITY'.EXTENSIONIMPROVEMENTS �` CuS :'EIVG,MN'.EERING (nc. ' CITY OF.LAKE ELMO,MINNESOTA PROJECT NO.2013.126 ITEM !.DESCRIPTION OF PAY ITEM 'UNIT 'CONTRACT - ..' THIS PERIOD '.T07ALTO:DATE :QUANTITY 'UNIT:PRICE AMOUNT : QUANTITY AMOUNT :QUANTITY :AMOUNT „ :DIVISION I-GENERAL 1 MOBILIZATION L5 ;,1. $48;O0A00.' S431000100 OAD `529;2DO.D0 : 0.90 ^S45,200b0 _ TRAFFIC CONTROL .15 •1 .56.300:00 $6,300,00 0.06 sD.ao o $pao 3 CLEAR AND GRUB TREES L5 .1 519,00D.00 $19,000.00 10.00 :50.00 f $19,000.00 TZP1PO.RARY iCCK CONSTRTUCTION ENTRANCE £A 2 51,SODAD 52,200.00 0,00 '$O.OD p $0.00 5 STREETSWEEPING HR 40 1171,01 57,000.00 .0.00, $0.00 SUBTOTAL-DfVf510N1 S82',SD0.00 519,2DO.00 $62;200.00 DIVISION 2-SANITARY SEWER(GRAVITY SEWER•HUDSON BLVD.) I 6 CONCRTESERSEY84RRI-ERS LF BOo ,$21,00 $181SCO.00 900.00 $16,4CDleD g0D $18,400:00 7 REMOVE AND DISPOSE OF EXISTING 81"UMINOUS DRIVEWAY SY Soo S2.2D $1,100.OD OAC 50.00 0 50.00 1 8 REMOVE PIPE CULVERT LF 249 SS.50 51,3475D 5 REMOVE SANiTARY.SEWER PIPE 13 0;00 :5D.00 p 50.00 LF i SCSS $85.25 0.00 50.00 0 '$O.Qo 10 SALVAGE AND REINSTALL 12"RCP,INCt APRONS V 50 522.10 51,105,00 0.00 SO:OD G 5$0.00 11 PATCH BITUMINOUS DR"-WAY Sy I Soo s3sm 577,500A0 0.00 50.00 p 50AB DB:12 PATCH GRAV? VEWAY 1 10D 7N � 515:00 5iS0'v.00 204AC 53,135:b0 '204 531235.00 13 29"X42'ARCH CIMP CULVERT I 69 lP $51.50 .53,53i.10 0:00 50.00 .p SD.00 14 3O"CMPCULv=Fr LF 71 $44,20 -53;135.20 50 1 A;00 - .00 p 50.D0 IS 36"CMP CUL'VEl, .35 0,00 $Oleo 0 50:0o j lF � $SiSo 5i,£16.50 16 42°CA6P CULVER- .lF i 64 $7620 'S4,876.80 0.00 S4.OD 0 $O.bO 17 9"X42"ARCH CAd?CULVER- EA i '2 549100 5496.00 0:00 .SQ.00 O 50.00 18 30"CMP APRON EA 3 - 5389,00 $1,167.00 0.00 S6.OD p 'S0:DO 19 36"GYIPAPRON :EA 2 Sai3i0p 51,146.00 OAO, :.SO.PD ;p ,so.00 20 :42"C-.AP APRON '!eA ,'0 "$1,320.00. 5-';220:p0 p,OG -50.o0 'p 12 CONN'_C-TO EXISTINGSANITARY.SEWEER MH '1A I S9?3:00 5993;W '1:00 S993,00 1 :,S993,40 22 8 VC5AN1TARY SEWER,'.SDR3-5,O'.,I0'DcEP 'U 2$' $38.90 5972.50 "28:00 i53,069.20 78 '„ $110H930 ' 43 :10"PVC SANITARY SEWER,.50R26,25-dV DEEP LF :20 r1g4;C0 a53.060:0D• aO;Od „�$9;DSD:W �p S8s060.00 24 12"PVC SANITARY SEWER,SOR 35;0'-10'DE P Lx '!:885 .S3&20 ;$22.033:00'',: •s86D,pD 'AO1;32,00 860 :431;132.00• : 15 12"PVC SANITARKSEWER;.5DR'35,10'-IS!.DEEP ..LF ''67$ .540:CO :S27,000:00 7Q0,00 :528,000:00 $28;000.00 •28 '12'PVC'SANMARY:SEWER,SDR 3S;1S'-20'DEEP„ ,4F 420 ':571.40. .$20;706A0 '190.06 ' S4351.80 }94 i52'851.60' .27 :12"PVC SANITARY.SEWER;SDR 351S-2O'DEEP 'LF 65 •$EB.60 I$5,434;OD •03.00 "'-''�$8,886.40 •;63 t$5;266180' ' LF 591:20 1240.00, .. 38 .:12"PVC'aANTTARY 5EW£R,50R251'20'•r25"0 EP �.:. � ',528 '206A0 '.:$18,840:OD � 'p,lpp •(538,240,OD r 29 .12"'PVCSANITARY,SEWER;:SDR25.251-,.Bo DEEP LF 56Q, ,,, I$303'AO ;5$7r66q.00: 'S5'3,11{B:OD 516 "•$53,14$g0 ,30 JAM12"'PVC SANITARY•SEWER : .' ;LF 40 ''5410.40, '::616,400.00 +• 546.00 516,9Q0,g0 •040 ., '':�516,400A0 . •31 ROCK'FOUNDATION,smiCivi LF WOD " 'i50A7 SMOD d.00 .,;:50;OD '32 INSULATIO1141:2'THICR $y 130 ',$19.90' ' :•15219851p0 103.00 103 752.049,70 .33 ^PLACE FILL OVER SANITARY-SEWER'PIPE(LYI 'CY ':ISO :;,57,77 'S1;162.50 O.OD ."SB:OO .34 'CROSS HIGH'PRESSURE'GASPIP•E'UNE 15 1. 12,760.DD `$2,•780.00 0,pp ::SD.00 . b S2;530.00 ;520,24D.0o ^SO.CO,np .35 :SANRARY:SELYERJMH,A':CiAMTER '8:00. •':520,24D:W ,;8 7$2C;240AD .: as IXCE55MANHOLE DEPTHy4'.DIAMEreilt :.LF. 55 . ..' 597:20 ,•5S:S4S:20' ::' 43.P.9. i.54;266:11 ::44 ":$A,26513i 17 TELEVISESANITARY SEWER .2,672 LF ,. ':5175 � .;54,676.80 0.00 : :SDAD ;,0 S0.'CD ' 38 OFF ROAD STRUCTURE MARKER '•' 7." EA 'S55:20 ''S386.40 :: .0.0o. i$0:00 .p 'SO.CD .'34 "SEED MiK:250&::BLANKET .. .SY' 5,oCa .. sale Ss oB,Bp 4.a0 So.D?40 'SEED MIX 270&:HLANRE7 ':$1,24 ', S5,92Eb0 : O.OD J$0:00. :p .SO.CO '41 SEED MIX 250&HYDAOMULCH ;;By :SOW $0.42 :'$2,100.00 :0.00 :.`50:00 0 :5040 . 42 .SEED MlX 270 A HYDAOMUECH :.Sy' :':5200 :SO:46 `:S2,392:01) 0:00 '. "$O.Op 50.00 . :43 EROSION SABIUZATION.MAT. SY 350., :5a;g0,• -53,435A0 .•P 0 .. 44 TEMPORARY.SEEDMIX 100'AND MULCH :AC : 4 7 5Go0 �5686A0 $2,44A0 C.CO _0.00 . SO CO 45 DITCH'GHECK ... .. EA : ,g :0 597.50 .:5780.00 " MOD 50.00' .. 46 CULVERT INLETPROTECTION rSA : 2 "$200,00 11,600.00 4.00 � S0A0 .:.0 5 QD. :•47 SILT FENCE tF '1;SC0. '�Si171 '.52,565:00 B,CD :$G.AO :676 ;51;1.55-46 :.SUBTOTAL"'DIVISION 2 " '$305;7SL85 :,$219,79141 S220;947.37 I THIS PERIOD -'TOTAL TO DATE ITEM DESCRIPTION OF PAY ITEM .UNIT !QUANTITY 'UNIT PRICE: AN•IOUNT QUANTITY '.'AMOUNT '�!OUANTTiY .AMOUNT „ DIVISION 3-SANITARY SEWER(LIFT STATION SYSTEM) '48 `'REMOVE AND DISPOSE OF UISTING-BTfUMINOUSDRIVEWAY SY"";"' 1570 1 1'52,78' - $,:56750 gqo� _ $94875' • ,345,' r49 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY Sy '4C 'S8.75 $3S0.00 SdDD 0 , 'SOAO 50 REMOVE AND DISPOSE OF CONt.RErE'CURB AND GUTTER •LF 30• 'iS4:35 •:S130.50 : ;p,pp :50,00 'p r :SO,Od 51 REMOVE PIPE CULVERT LF :165 ;$6,50 0907.50 0;00 :$0,00 ;•q :$DAD .52 SALVAGE AND RHNSTALL18"RCP;INCL APRONS :LF .60 !$24.30 'SIASIL00 :0;00 �$0.00 + 31 $0.00 53 PATCH'o UMINOUS DRIVEWAY SY .2C0 'S35A0 $7,000.00 3.00 'SO.00 $0.00 54 PATCH GRAV"cL DRIVEWAY 'TN 250 $15.00 $3;75D.00 :94.00 SIA'l0;C0 94. $1,410.00 35 5618 CONCR`_7E CURBAND GUTTER LF 30 530.00 $900.00 :0.00 'SMOD 0 '$BAD 56 12"CMP CULVERT LF ..30 S20.50 S615.00 .0.00 SO.00 0 5100 57 18"CMP CULVERT LF 52 $26SO $1,393.60 0.00 $0.00 0 $D,00 56 21"CMP CULVERT LF 40 531.00 51,740.00 O.00 SO.00 0 SOAO 59 12"GtdP APRON _ - 5131Z', S131.00 0.00 $0.00 0 $0.00 60 18"CMPAPRCN EA 2 $157.00 S314.00 0.00 50.00 0 $0.00 61, 21"CMPAPRON _A 2 S787,00 $374.00 0.00 SD.00 0 SO.00 62 S"DIP..SANITARY SEWER,CLAS552,1C'•15'DEEP LF 40 $44.30 $1,772.00 40.00 51,772.00 40 $2,772.00 63 8"PVC SANITARY SEWER,SDR B5,0'"10'DEEP LF 700 S25.70 $17,990.00 0100 50.00 59 $1,526.50 64 8"PVC SANITARY SEWER,SDR 35,SD'•SS'DEEP LF .1,275 Sum S35i700.00 370,00 $10,3GO.00 600 S161800,00 BE 8"PVC SANITARY SEWER,SDR 35,IS--20'CEEP LF 425 S59A0 S25,075.00 D.C. $0.0D 744 S43,846A0 66 8"PL•CS.ANITARY SEWER,SDR 35,20'-25'DEEP LF 10 574.3D $743.00 0.00 $0.01 0 $0.00 .67 8"PVCSANMi gYSE11-R,SDR25,C'-20'.DEEP LP SG 528.10 S1.405:C0 D.C. -0.00 •0 SO.00 .68 8"PVC SANRhRYSER'ER;SOR 26;1C'-SS:DE? LP 'R06 $3450 S27.807.CO 260.00 S6,900.00 '747 525:77.1.50 69 8"PVCSANITARY SEWER,SOR 26,IS'-20'DEEP LP '1435 569:90 $901AD5.50 I D.C., $0.00 381 526,631.90 70 a'PVC SANITARY SEVER,SOR 26,20'•25'DEEP LF 715 $62.90 559;273.50 '.0.00 S0.00 895 S74,278.40 - 71 8'PVCSANTTAIT?SEWE9.SOP,26,25'-30'DEEP LF 85 S94:20 SUD7.00 0.00 $0.60 70, S6S94A0 - :72 10"PVC SANITARY SEWER.SDR 26,15'-20'0EEP LF 70 $80,10 .55,607.00 0.00 50.00 0 S0:00 73 10"PVC SANITARY SEWER;SDR 26,20'-25'DzEP LF 32 $52.60 .51,648.00 O:W '$D;OD .102 .S5:253.00 .74 '101PVC5ANTTARY SEWER,$DR26,25-30'.0EEP :LF '.0 :S309100. 'S0.00 D:CO $0.00 p '30:03 75 '10"PVCSANRARY SEWER,SDR 26,SO'-35'DEEP Lf 0. ;S137.00 '•S0:00 D;CD SOAO : :0 -S0.00 176 RCCX FOUNDATION.BORROW - '•LF' :5:001) •5101 ''$50m 0:00 SD.Dv ,0 $0.00 . 77 S"DIP SANITARY SEWER OUTSIDE DROP :27' ,.'$162.00 54,374.06 12:0 51,944:00 .) ,:13 S1,944.00 ::78 S',DIP SANITARY SEWER:SUND OUTSIDE DROP .LF : 49 ':11151.00 54,376.00 0:00 -S0.00 •'2030 ::S4,424:30 . .79 SANRARYSE'.'.�RMH.4:0IAMETER '•EA "'27 52i460,00 $66,420.00 4.00 49,640.00 2q $49;2W.00 80 'EXCESSIAANHOL-EPTH;4'DIAMiETER LF :16S S97.20 ::$16,36BAS :,13,Oo 51127lff „245.02 .."S14,095.94 $1 TELEVISE:SANITARY.SEWER .,LF 41733' .51.75 `S6282.75' •0,00 ':90:00 :, p ..S0.00 92 .OFF ROAD STRUCTURE MARKER 3'A SSS.10 °51;500:80 DAD 'Sp:pO". ;p .90.OD 1! .83 'B"PVC EORC-MAIN LF 5;980 SZ4 90 ��6142,40E 00 ',,;5,94p OD "3147,906.00 5 940 ,;5147,905 00 84 AIR RELEASE MH EA •,1, ; .2 SS,41D.N :510,$20.00 2 pp' :570,$20Atl '5301E2D 00 . r �85 'DIP d: IRGS LB 136 .5555 r,$1y1:06.7D 0.00 ".SO.OD' 'yd S000 .. 8e U6T 5'ATAk t$ .,1' "5220OtX).00 ;$220;00000 Od0 'r'$68',b00.00 pr' $88',OtlO Otl :. y . SSO6200BITUtMNOUSDRIVEWAY(UF-,.STATION) 3 ' S090 '88 'SEED MIX 250&'BLANKET -SY�: 24,600 S11D 527,060.00 O.00. Stl:CO ,,0 !SO.OD :. 24,000 .. 'B5 :S3iDINlIX.250&MYDROMULCH SY $G.42. . ,SIC,080.G0 0,00 50.00, 'r, ,ap, "`$0.00 ' :Sc EROSIONSTA9ILRATION'MAT SY :50 .:59:90 :549540 0i00 ?SO:CO ':p. '50.00 91 SEED MIX 250,MULCH,&'DISC ANCHOR AC 5' ':8929.00 ..S4;645,OD. O:W - •:SO.GD '..,a ':SO.OD 92 TEMP.ORARY.SEEDA11X.10D AND,MULCH :AC. '15 '5686.00. '5101290.01) .040, '$O.OD :0 .50.00 93 'WETLAND:BESTORATION WITH BWSR.MIX34.181. :SY 80 ''S593 "5742:50 C.00 sDAO.. :;0 :SDAD .: 94 DITCH'CH-EC% ..EA 17 :'S9750 :.. .51,657.50 ': OM $ .. 0.00 4:0 .$0,00 95 CULVERT INLEi PROTECTION ° $2000 $1y800.0 50.60 ' $000, '96 Sit-,PENCE Lf. .5,310 S3.71 'S9;080.10 0,01) $0.00 1,315 52246:05 :SUBTOTAL•.DIVISIDN:3 - :5793,732:23 $28i;173.1D ,' `�'5'a23;510,74 DIVISION A-SANITARY:SEW ER(SERVICE.70'CM PROPERTIES) 57 :7W PVCSANITARY SEWER,SDR:3$,0'•10,DEEP LF 95 :'533.20 �SiA94:00 a,00., '$DAD •,1.0 '$0.00 98 :JACK E'.-PVCSANITARY.SEVIERR IF "so $405.00• '524,300:00 0.00, .SO.00 .,0 1S0.00 "99' SEED Nl Xx 250.&:BLANKET BY..: 300 S1:10::: ':S330.60 i 0.00, SOAO .- 100 'SILTFENCE 1F `50 52.71 t385.50' : 0.00 $0.00 'SUBTOTAL-DIVISIONr4 426,209.50 SO= 'S42.75 DIVISION 5=SANITARY.SEWER(LENNAR AREA SERVICES) 30k--6'-%-»"PVC-WY-5DR36 _ ..... EA= 11=5127.00 Si:397IDo -_ .0I -5883:00 ii' "51,897.00 102 PVCSA4'TARY SEWER 5ERVICERISER LF 130 'S7.75 $1,00T.50 90.00 -$597.50 .148 SIA47,00 SUBTOTAL-DIVISIONS - $2;40450 SISE5:50 :SZS'44.00 DIVISION 6-WATERMAIN '1 .... . SA04:0" ._$0.00 -0 ... .. $0.00-- 103 CONNEC-10 EXISTING 12"v1ATER MAIN S404.00. ,EA .._ __. _0;00 "� 104 6"DiP,CL 52 WATER MAIN LF '215 S2850 56,127.50 62.00 `$1,767.00 52. $1,767.00 105 8"DIP,CL 52:EATER MAIN .. L.F.... 40 '53590 S1A35:00 Zg00 S1:04i,10 Z9 SI,D42.10 106 2'D!P, 52 V19;ER MAIN LF 7,305 $48.9D $357,214.50 41596,00 S224;744,40 4,596 $224,744.40 107 CaOSS HIGH-RESS_RE GAS PIPE LINE LS - $882.03 $SS2.00 0.00 SO:OD 0 $0.00 106 5"GATE Vnl.AND BOX EA 14 $1,270.00 $27,080.03 7.00 $8,540.00 7 S8,540.00 104 8"GATE VALVE AND BOX _A 4 $1,930.00 $7,320:00 3.03 55;490.OD 3 S5,490.00 110 12"GATE VALVE AND BOX EA 12. S3,070A0 $36,1110.00 6.00 $18,420.00 6 $1%410.00 111 VALVE BOX EXTENSION LF 15 SSSAO $331.00 0.00 $0.00 0 $0.00 112 VALVE NUT EXTENSION _ 15 S37.70 $555.50 0.00 SD.00 .0, CONTRACT THIS PERIOD TOTAL TO DATE ITEM DESCRIMON OF'PAY ITEM UNIT QUANTITY UNITPRICE •AMOUNT QUANTITY AMOUNT QUANTITY -AMOUNT 113 HYDRA14T -EA .12 ,S4,090.00. '.S4A,99P.00 7.6D 528,630:09 7 S28,a30.CU 224 HYDRANTE%TENSiON LF 'B S6fi6,OQ $a,996.00 p;p0 $0.00 ,p .:50.00 115 OFF ROAD STRUCURE MARKER EA '17 905706, .$93&40 ';0.00 � ''�;00:00 ;Of' .S0.00 ' 216 DUCTILE IRON FITTINGS - LIS 3;D00 ;SA,gS,' �$14,850.00 164,00 5811";BO :.364 � $811.80 SUBTOTAL DIVISION 6 S493;474.90 $289;444.30 1 .0 $289,444.30 ` TOTALS-BASE'CONTRACT $1704;1oz:B3 $811;195:31' $1;098,689A6 CHANGE ORDER NO.1 COY-1 CLEAR&GRUBTREES ILIFTSTATION STTEONCITY PROPERTY} L5 2.0 $3,500.00 $3;500:00 .0.00 50.00 C71 $2,485.00 C01.2 EKRAB'OFDEPTH ATVALVEM14 S 1.0 S1,631.94 51,631.9. '0.00 $0.00 0.0 $0.00 COI-3 EY.TRA DEPTHOFFORCEMAIN• LF 300:0 52D.53 Sa174.00 0.00 SO.00 0,0 50.00 COLA LIFTSTA,ION GRAVEL DRIVEWAY TN 138.0 415.00 52,070.00 0.00 $0.00 0.0 COS-S DEDUCT FOR GRAVITY SANITARY SEWER TRACER WIRE LF 7,30S,0 •SO.60 •54,431.60 0.00 $0.00 7,366.0 •Si,433.60 TOTALS-CHANGE ORDER NO.1 58;944,34 $0.00 -41,946,60 TOTALS-REVISED CONTRACT S1,713,047.32 $3110195.31 51,096,742.56