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HomeMy WebLinkAbout4B, 2010 Pavement Management Program Payment #4' r- i EN HILLS ; � Request for Council Action ` � t I Prepared By: Kristine Giga, Civil �ngineer Councfl Meeting Date: October I 1, 2010 2010 Pavement Management Program Payment #4 Budgeted Arr�our�t: Actual Arnounfi Funding Source: $1.,102,Qfl0 $1,006,3�2 PIR, Enterprise F�nds, Special Assessments Recommendation: Motion tQ approve Payment #4 to T.A. Schifsky and Sons, Znc., o� North Saini Paul, Minnesoia, in the amount of $181,851.80 for the 2010 Pave�nent Management Program. Suppor�in� Documen�s: • Menaorandurn dated October 11, 2010 from Civi� Engineer Kristine Giga • Applica#ion for Payment #4. � �^i�EN HILLS MEM4RANDUM DATE: October 11, 20 � 0 TO: Honorable Mayor and City Council Members Patr�ck Klaers, City Adrninistz-ator FROM: Kristine Giga, Civil Engineer f SUB�ECT: 2010 Pavetnent Managemeni Program- Payment #4 Background The City ofArden Hills awarded T.A. Schifsky & Sons, Inc., a:FNorth Saint Paul, Minnesota, the 2010 Pavement Management Program Project on May 10, 2010. for a total contract amount of $731,630.59. Discussion This pay request includes work comp�eted through 4ctober I, 2010. T1�e payment is for $181,851.80 and includes conerete curb and gutter constxuciion on Va�entine Avenue_ base course paving on Valenti�e Avenue and Valentine Caurt, wear course paving on Valentine Avenue, Valentine Court and Va�entine Crest Raac�, in�ltration basin construction, and turf restoration on the entire project. Financiat ImpIica�ions The folIowin� breakdown shows Ehe funding sources and a�nounts for Payment #4: Funding Source Amouni PIR $ � 64,982.35 Surface Water Management $ 6,431 _;6 Sanitary Sewer $ $,235.87 Watermain $ 2,202.22 Total $ 181,851.80 Council Action Requested Approve Payrnent #4 to T.A. Schifsky & Sons, Inc. in the amount of $181,S51.80 for the 20l 0 Pavement Management Program Project. City Counci� Meeting 11Metro-inet_uslardenhil]sIPR&PW1EngineeringlCouncil Actions120101I0-11-lOMemo 2QtOPMP_Payment#4.doc Pa�e 1 of I � ��� -- .�.� ____ _ __ ��► &..tls��i�c�at�� l�c. Owner: City of Arden Hills '�245 West Hig�way 9fi Arden Hills, MN 55112 For Period: 8f1412010 to 1011i2�1Ei Contractor: T. A. Schiisky & Sons, Inc. 2370 �ast Hwy. 36 North St. Pauf, MN 55909 Fay Voucher ARDH - 2090 Pa�ement Manage�'tent Praject Client Con#ract No.: Project No_: 01771-02 Client P�oject No.: Date: 1 Q!4l2U10 Request �o.: 4 P�'oieci Summar}( 1 Origfnal Canfract Amount $77g,7gg.67 2 Cor�tract Changes - Addition $23,858.�6 3 Contracf Changes - Deduction ($48,T69_08} 4 Revised Confracf Amount $755,488.65 5 Value Compfeied ta Date $730,894.74 6 Materiaf or� FEand $�.00 7 Amount �amed $730,894.74 S Less Retainage 5°/a $36,544.74 9 S�btotal $694,3�0.00 10 �ess Amaunt Paid Pre�iously $532,49824 11 �iquidafed Damages $Q.OD '!2 AMOEJNT DUL THIS PAY VOUCF[ER NQ. 4 $�8T,$5'�.80 i�H1S f5 i0 CERTIFY THAT THE I�FEMS �F WQRK SHOWN 1N THIS CERTIFICAT� OF PAR�f[A� PAYMENT FiA1lE BEEN ACTIlALLY FINISNED F�R 7WE WORK COMPRlS1NG THE ABOVE MEf�TION�f] PROJECiS [N ACC�RDAf�CE WiTH THE F'�ANS AND SPECIF[CATfONS HERETOFORE APPROVED_ Recommende�i farApprova! by: WS & Ass ciates, I�c_ � ApPro�ed by Contractor: T. A. Schifsky & Sons, tnc. Specified Contract Completion Date: 5131/2�'[ 1 Carnment_ Co�structiar� Observer: Appro�ed by Owne�: City of Arden �iits Date: Page 1 Project Materia! 5tatus ftem ftem �escripFion Units URit Prsce Contract Quantity to Curcent AmounE tn No. Quantity �ate C�uantity Daie Schedule A - Street Improvements 1 2021.501 MOBILIZATEQN �UMP SUM $28,5a0.OD i 1 025 $28,SQ0.00 2 2tQ9.fi05 CLEARING AN� GREIBBING ACRE $7,274.00 0_75 0_92 0 $6,633.20 3 21Q4.501 REM4VE WATER MAIN LIN FT $3.09 730 697 0 $2,153.73 4 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $5.15 255 219 0 $t,i27_85 5 2t04.5D1 R�M�VE SEWER PIPE (SANITARY) LIN FT $2.06 7405 1501 D $3,092.06 6 2104.501 REMOVE SANITARY SEftVECE PIPE LIN FT $2.06 800 89 9 $'i83.34 7 2104.561 REMOVE MANFEOLE (SANE7ARY) LIN FT $30.90 75 44.2 U $1,365.78 8 2104.5d1 REMOVE CflNCRETE CL1FtB AtVQ GUTTER LII� FT $1 _65 250 312.5 U $515.63 9 2104.503 REMOVE RETAINING WALL 5Q FT $6.75 120 90 90 $556.2U 10 21fl4.505 REMOVE CONCRETE PAVEMENT SQ YD $2.06 445 347.2 0 $715.23 1 f 21�4.505 REMOVE BfTUM1NOUS PAVEMEHT SQ YD $1.03 9620 10175.7 0 $7Q,A80.97 12 21�4.505 REMOVE CQNCRETE VALLEY GUTTER S4 YD $4.i2 'f5 45.9 0 $T89.11 13 2104.509 REMOVE HY�RANTASSEMBLY E4CFf $154.50 7 6 0 $927.pp 14 2104.509 REMOVE GATE VALVE & BOX �ACH $103AU ifl 7 0 $72'1.00 15 2104.509 REMOVE STRUCTURE {STQRM) EACH $309.00 4 3 0 $927.00 16 2104.509 REMOVE GATE VALVE BOX EACH $Si.50 1 4 0 $206.60 17 2104.59'i SAUVING CQNCRETE PAVENiENT (FIJLL DEP7H) LEIV FT $2.OB 260 295.5 79.5 $608.73 18 2104.513 SAUVING BITl1MIEV0[1S PAVEM�N7 {FULL �EPi"H) LEN �T $1.29 i170 347_25 20� $447.95 19 2104.523 SALVAGE CAS7ING EACH $103.00 16 14 D $1,442.OD 20 2104_6flt SALVAGEAND REENS7ALL LAN�SCAPE STRUCTURES LE1MP SUM $2,06Q.00 1 1 1 $2,060.00 21 21�4.602 SALVAGEANQ F2EfN5TALL MAIi BOX EACH $Sfi.65 32 0 0 $Q.00 22 2104.603 ABAN�ON WATER MAW LfiV FF $L03 A2fl 42Q 0 $432-60 23 2105.501 COMMON EXCAVATION {P) . CU YD $8_a3 6000 596Q i45 $97,558.80 24 2105.507 SUBGRADE EXCAVATEON {E1� CU YD $9.27 600 539_1 D $4,997.46 25 2705.522 SELECT GRANULAR BORROW (C1/) CU YD $9.27 600 460_S 0 $4,271.62 2fi 2165-525 TOPSQIi 6012120W {Lln CU YD $9.27 125� 1p14 890 $9,362.7� 27 2t05.801 pEWATERING LUMPSUM $O.D1 1 1 0 $0.01 28 21�S.fiO4 GEOTEX�I�E FABRIC TYPE E SQ YD $2.06 315 26 26 $53.56 29 2705.604 GE07EXTE�E FABRIC F`fPE [V SQ YD $fi_17 25 45 D $277.65 30 2105.607 1 112" C�EAF2 ROCK TOIV $12.36 150 208.6 53_82 $2,57$_30 31 221i.501 AGGREGATE BASE C�ASS 5 F�N $9.50 5300 6114.Q1 629.94 $58,083.10 32 2232.501 MtLL BITUMINOiJS SIJRFACE SQ YD $0.9D 1 i600 7350 0 $6,615_00 33 233t.603 SA1NEpl5F_ALE� ,iOIMT LIN FT $1.85 2200 2000 200a $3,700.00 3Q 2350.SQ1 TYPE �V 4 WEARI�fG COl1f2S� MIXTURE (8) FOiV $58.00 2245 1777A7 855_p6 $99,613.26 35 2350_502 TYPE �V 3 IJOI� W�1F21NG COURSE NEIXTUf2E (B) TON $58.50 101D 948.t1 573.16 $55,464.44 36 2350.503 TYPE t�V WEARiNG CQURSE MIXTURE FOR QRIVEWAYS SQ YD $12.88 600 643.6 531.3 $8,289.57 37 2357.5a2 BtTUMINOkJS MATERIAL �OR TACK COAT GALLOI� $1.91 1445 825 350 $1,575.75 38 2411.618 MODULAR BLOCK RE�AINING WALL 5Ci FT $30.90 120 90 90 $2,781.60 39 2504.602 A�,lUST GATE VA�.VE AND BOX EACH $ t 80.27 8 5 1 $9p1.35 40 2506.522 ADJUST FRAME & RfNG CASTING ( SANI7ARl'� EACH $257.50 i0 10 1 $2,575.00 A7 2506.522 A�JUST FRAME & RktJG CASTING ( STORM) EACFi $257.50 2 0 0 $0.00 42 2511.SD1 RANDOM RIPIZAP CLASS lli CU YD $72.1Q 25 40,9 0 $2,948.89 43 2531.501 CpNCREFE CiJRB & GUT7ER DESIGN B5i8 L1N FT $8.64 5225 5194,5 2360 $44,672.70 44 2531 507 6" CO�fCRETE DREVEWAY PAVEMENT SQ Y� $37.08 445 350 149 $t2,978.00 45 2539.603 7" CONCRETE VALLEY GIiTTER LW FT $20.66 65 102 fl $2,101.20 4fi 2531.603 CONCRETE CURB & GLiTTER, SIFRMOUN7ABLE L!N FT $14.42 250 259 f] $3,784.78 47 2531.fiO3 CONCRETE RIBBD[� CLiRB LiN FT $12.88 115 142.5 0 $1,320.20 48 2540.6D2 MAIL BpX (TEMPORAI2Y) EACH $8.24 32 2S 0 $230.72 A9 2563.fi01 TRAFFIC CO�iTROL LUMP SUM $1,Q04.25 1 0.75 0 $753.19 50 2564.531 SIGN PANELS TYPE C SQ FT $29.87 15 1525 15_25 $455.52 Page 2 Hem Item Descripiion Ur�its Linit Price ContracE Quan6ry Cur�ent AmounE to No. Q�aantity to Date Quantity Date 51 2564.6�2 SA�VAGEAN� REINSTAI.L SiGN EACH $51.50 16 8 8 $412.Q0 52 2571.5Q1 CONIFEROUS TREE 8' H7 B&B TREE $437.75 4 0 0 $U.00 53 257L502 DECIaUOUS TREE 2.5" CAL B&B TREE $A63.5Q 4 0 0 $Q.00 54 2571.507 PERE�fN�AL -#1 POT PLAIYT $14.42 180 0 0 $U.00 55 2573.502 SILT FENCE, TYPE HEAVY DUTY L!N FT $1.34 85D 547 0 $732.98 56 2573.536 STORM QRAiN fNLET PRQiEC710N EACH $92.70 24 1'! 0 $1,pt9.70 57 2573.602 TEMPORARY RQCK CONS7RUCTIOEV ENTRA�ECE EACH $515.00 2 2 2 $1,q30.00 58 2573.603 BlQROLL LfN FT $6.18 50 775 37 $1,081.50 59 2575.502 SEED MIxTURE 314 POUNQ $20.6D 30 40 40 $824.00 60 2575.505 SODDING TYPE LAWM SQ Y� $2.21 6t00 8826.7 7315 $19,5Q7.01 6# 2575.523 EROSiDN GONTROL $LANKETS CATEGORY 3 SQ YQ $Q.98 150D 0 0 $O.QO 62 2575.550 PLANT BEDDING MATERIAL CU Y� $25.75 15� 190 t9d $4,832.5U 63 2575.6U4 MULCH MAFERIAL 7YPE 6 SQ YD $3.09 40 D p $0.00 Totals For Section Schedule A- Sfreet Improvements: $470,978.84 Schedule B- Storm Drainage Improvements F4 2104.521 SALVAGE PIPE CULVERT LIN �T $14_30 26 0 0 $6.00 65 2104.523 SALVAGECONCRETEA�RDN EF1CH $154.52 1 0 0 $Q.00 66 2501.5i5 48" RC PIPE APRON W�TH TRASH GUARD EACH $732.93 2 2 0 $1,965.86 67 25a1.5t5 27" RC PIPEAPRON WITH TRASH GUARD EACH $T,205.67 2 2 9 $2,491.34 68 2541.571 fNSTALL PlPE CULVERT LIN FT $18.13 20 0 0 $0.00 69 25Q�.573 [NSTALL CONCRETE APRON EACH $257.Sp 1 � 0 $0.00 70 25U2.521 4" PVC PlPE �RAiN LEN FT $13.99 250 90 0 $139.94 71 2502.541 6" PERF PE PiPE DRAIN LEN FF $6.90 25D0 2765 325 $14,938_SD 72 2502.601 6" PVC PkPE �RA[N CLEANQUT EAGH $255.65 5 3 3 $766.85 73 25fl3.541 15" RC PIPE SEWER dESIGN 3006 CkA55 V LIN FT $27.9fi 39D 353 0 $9,869.88 74 2503.541 18" i2C P1PE SEWER aESIGN 30p6 CLASS III L[I� FT $31_37 35 29 0 $909.73 75 2503.541 21" RC PiPE SENIER DESIGN 300fi CLASS lll LfN FT $30_90 470 170 0 $5,253.00 76 2503.549 27" RC PIPE SEWER DESIGN 3�06 CtA55 IIl LIN FT $42,89 40 46 0 $1,715.fi0 77 2503_6q2 CONNECTTO EXfSFING STORM SEWER EACH $257.50 3 0 D $0.00 78 2503.602 CONNECT INTO EXISTiNG DRAENAG� STRIfCTtJRE EACH $4t2.00 1 1 0 $412-OD 79 2506.50t CONSTRUCT �f2AiNAGE S7RUC7liRE QESIGN 48-4020 LI�} FT $474.83 32 3S.T2 0 $18,ipQ.52 80 250fi.501 CdNSTRUCT DRAINAG� SiRUC�URE 6�SIGN 64-40213 LIN FT $290.23 7 6.83 0 $1,982.27 81 2506.5p2 CONSFRUCT DRAIPfAGE STRUCTURE DES 5PECIAL (2'X3' CB) EAC�i $555.25 fi 5 0 $2,776.25 82 2506.5 t6 CA5TlNG ASSEMBLY {STORM) EAGH $537.20 '10 11 7 $5,909.20 Totals For Section Schedule B- Storm Drainage Improvernenis: $66,651.Q0 Schedule C- Water Main Emprovements 83 2504.6Q1 TEMPORARY WAi-ER SERVIGE LUMP SUM $3,09D.Oa 1 1 0 $3,09fl.00 84 2504.602 CONNECT �Q EXISTWG WATER MAIN EACH $866.51 8 6 0 $5,189_(36 85 2504.602 9" CORPORAFIpN STQP EACH $193.7i 14 14 0 $2,717.94 86 2504,602 fi" GA�E VALVE AND BOX EACH $954.58 7 7 0 $6,682.06 87 2504.602 12" GATE VALVE AND BOX EACH $2,247.09 2 3 0 $fi,74 t.27 88 2504.602 12"X12" WET TAP EACIi $4,838.95 1 0 0 $D.00 89 2504.642 1" CliR6 STOP 8� BOX EACIi $2'#5.94 14 �3 Q $2,807.22 9a 2504.602 HYDRAPETASSEfl+fBLY EACfi $2,563.73 7 6 Q $15,382_3S 91 25Q4.602 6" GATE VALVE BOX EACH $289.p2 } 4 D $1,156,08 92 2504.803 1" TYPE K COPPER PiPE LIlV FT $20.59 450 579.4 0 $11,929.85 93 25U4.603 6" WATER MAEN-DUCT IR4N C� 52 LIN FT $35.94 140 148.5 64.5 $5,337.09 94 25D4.603 fi" WATER MAIN-PVC C9D0 L�N FT $14.71 540 565 0 $8,331. T5 95 2504.603 12" WATER MAIN-PVC C9UD LIN FT $26.52 480 459 0 $92,172.68 38 2504.603 MYDRANT EXTEN5301� LiN FT $623_97 7 0 0 $0.00 Page 3 item Item Description Unfts Unit Price Contract Quantiry Current Amount to No. Quantity io Date Quantity Date 97 25fl4.604 4" POLYSTYitENE INSULATIOPi SQ Y� $29.57 40 22.4 0 $662_37 98 2504.608 DUCTILE IRQN FITFINGS POUNEI $2.41 35�0 2907 Cf $7,005.87 Totals For Sec6an Schedute C- Water Nlain lmprnvements $89,1$9.�2 Schedule � - Sani4ary Sewer Improvements 99 2503.6qi SANITARY SEWER 6YPASS PUMPINC3 LUMP SU14+1 $D.01 1 1 Q $0.61 100 25D3.602 CONNEC7l"p EXISTIiVG SAN�TARY SEWER EACI-E $53fl_45 95 11 0 $5,834.95 101 2503.602 CONNECTTp EXESTING MANHQLES (SAN) EACIi $1,030.00 5 4 0 $9,i20.00 102 2503.602 GONNECT TO EXESTING SANITAFtY SEUUER SERVECE EACH $188.34 23 'f5 0 $2,683.44 103 25D3.602 8"X4" PVC UUYE EACH $211.52 23 t7 0 $3,595.84 104 2503.603 4" PVC PIPE SEUVER - 5�R 26 �IN FT $16.39 254 82 0 $1,343.98 105 2503.603 TELEVISE SANfTARY SEWER LIN �T $1_p3 3Q00 0 � $0.00 1D8 25Q3_&03 8" PVC PIPE SEWER - SDR 35 LI3V FT $24.19 14D5 1501 0$36,309.19 107 25Q6_511 RECONSTRUCT SANlTARY MANHOLES LIN FT $20�.73 30 33.4 0 $6,704.38 168 2506.515 C,QS71iVG ASSEMBLY {SANITARY) EACH $63f.66 l3 11 9 $6,948_26 109 2506.602 CHEMN�Y SEAL (EXTERNAL} EACH $298.44 23 21 1p $6.267.24 110 2506.603 COI�ST 48" DtA SAK SEWER MANHpLE LiEV FT $149.65 46 42_77 Q $6,44Q.S3 Totals For Section Schedule D- SBnitary 5ewer Improvements: $80,247.82 Change Order 1 411 2421.501 MOBILIZATION LUMP SUM ($28,506.U0) 0.11 0 p $OAO i12 2104.501 REMQVE SE4NER PIPE (SANfTARY) LEN FT ($2.06) 80 0 p $0.00 113 2104.501 REMOVE SANiTARY SERV4CE PIPE LIN FT ($2.06) fi0 0 0 $0.00 t 14 2104.501 REMOVE CONGRETE CURB AND GU7TEh LIN FT ($1.fi5) 185 0 D $O.UU 115 2104.5D5 REMOVE BETUMINOUS PAVEMENT SQ YD ($1.03) 2Up 0 � $4.Q0 116 2104.5fl9 REMOVE STRUCTkJRE {STORiN) EACH ($309_00) 1 0 0 $0.00 117 2104.513 SAWING BiTUMIIV0IJS PAVEMENT (FULL pEPiH) LfN FT ($7.29) 150 6 a $O.UO 118 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH {$56.65) 2 p 0 $O.UO 149 2105_507 SUBGRADE EXCAVATION (EV) CU YQ ($9.27) 50 0 0 $0.00 120 2105_522 SELECT GRANULAR BpRROW {C1n Clf YD ($9.27) 56 0 0 $6.00 121 2105.525 TOPSOIL 6QRRDW (�V) CU YD ($9.27j #5 Q 0 $0.00 122 22t1.501 AGGREGATE BASE CLASS 5 TON ($9.50} 7p 0 0 $0.00 123 2232.501 IVIILL BITUMfNOUS SURFACE SQ YD {$0.90) 3500 0 0 $6.OD 124 235fl.501 TYPE LV 4 WEARiNG C�URSE MIXTURE (B) TON ($58.00) 385 fl 0 $0.06 125 2354.502 TYPE LV 3 NON 4AlEARING COURSE MIXTIiRE {B) TON ($58.50} 25 0 0 $O,pp 126 2357.502 BIFlJMIHQUS MATFRfAL FdR TAGK COAT GAL�ON {$1.91) 320 0 0 $4.OD 127 2506.522 A6JUSi FRA�41E � RING CASiI�1G { SANtTARY) EACH ($257.50} 2 p 0 $0.00 128 2506.522 AQJUST FRAiVIE & RING CASTIidG { STORM) EACH ($257.50} 2 0 4 $0.�0 129 2531.603 COIVCRETE CURB & Gl1TTER, SLIRMOUNTABLE L1N FT ($9A.Q2) 185 p 0 $0_�0 i30 254D.602 MAIL BOX (TEMPQRARY} EACH {$8.24) 2 0 0 $0.00 131 25fi3.601 TR,4FFIC GONTROL LUMP SUM ($1,00425) p.i 0 0 $#1.Q0 i 32 2573.530 STORM aRA1N INLEF PROTECTkON EACH ($92.70) 4 0 0 $flA0 133 2575.505 SO�DWG TYPE LAWN SQ YD ($2.21) 1UQ 0 D $0.00 134 2104.527 SALVAGE PIPE CULVERT LiN FT ($10.30) 20 p 0 $0.00 135 2104.523 SALVAGE CONCRETEAPRQN EACH ($154.52) 1 0 0 $0.00 136 25o1.57i INSTALL PiPE CULVERT LEN FT ($18.13) 2a o 0 $4_00 137 2501.573 INSTALLCONGRETEAPRON EACH ($257.50) 1 d D $0.00 138 2503.602 CONNEGT TO EXISTING S70RM SEWER EACH ($25Z50) 2 0 0 $O.OD 139 25Dfi.5D2 CONSTRUCT �RAINAGE STkZUC7UFtE DES SPECIAI (2'X3' CB) EACH ($55525} 1 0 6 $6.Op 140 2543.602 CONNECT FO EXISTING SANI�E"ARY SEWER EACH ($530.45) 2 0 R $4.00 141 2503_602 CONNECT TO EXISTI�IG MANHQLES (SAH) EACH {$t,030.00) 2 Q 0 $Q.OQ 142 2503.602 CONNECT TO EXESiING SANITARY SEWER S�RVICE EACH ($168.34) 2 Q 0 $0.00 Page 4 Item No. Item Description Units Unit Price Contrect Quantity Quantity to Date Current Q�antity Ama�nt to Qate 143 2503.6fl2 8"X4" PVC UVYE EACH ($211.52} 2 U 0 $0.40 144 2503.603 4" PVC PIPE SEUVER - SDR 26 LIN FT {$7G.39} 20 D 0 $O.dO 145 2503.643 TELEVISE SAMTARY SEWER L1N FT ($1.03} 200 0 0 $0.00 146 25p3_603 8" PVC PIPE SEUVEFt - SDF2 35 LifV FT {$24.19) 8Q fl 0 $O.UO 147 2506.516 CAS7INGASSEMBLY(SAN[TARY) EACH ($631.66) 1 0 0 $0_Op 148 2506.602 CHIMI�EY SEAL (EXTERNAL) EACH ($298.44} 3 0 0 $0.00 Totals Fpr Change Order t: $D.4D Change Order 2 149 2105.507 SUBGRA�E EXCAVAT1pN (E1/) GL1 Y6 $9.27 265 265 0 $2,456.55 150 21 D5.644 GEOTEXTILE FABR[C TYPE V SQ YQ $1.55 '1866 1866 0 $2,892_30 i51 2219.501 AGGREGATE BASE CLASS 5 TdN $9.50 265 2fi5 0 $2,517.50 Totals For Change Order 2: $7,866.35 Change Order3 352 2105.6QA EXCAVATION SPEC[AL 1 LUMP Sl1M $6,500.4a 1 1 Q $6,50DA0 �53 2105_664 GEpTEXTILE FABRIC TYPE V SQ Y1J $1.55 3334 3334 Q $5,167.70 i54 2211.5a7 AGGREGA7� BASE CLAS5 5 TON $9.5Q 375 375 0 $3,562.50 #55 84715 5%a PI21M� COI�[TRACTOR MARKIIP LEJMP SUM $76i.51 1 1 D $761.51 Totals For Change Order 3: $15,991.71 Project Totals: $730,894.74 Page 5 Project Payment Status Owner: City of Arden Wills Client Protect [�o.: Client Contract No.: Praject No.: 01771-02 Contractor: T. A. Schifsky & Sons, Inc. Contract Chan es No_ Type Date Description Amount C01 Change 5/10/2010 Modified uantiiFes as art of ra ect awarci. Qrder q p P 1 {$48,169.08) ����ge Modify the road section on Valentine CT to include geotextile fabric, 4" CO2 Order 719/201f} additional depth o� 5ubgrade Excavation, and 4" additiona! depth of agg�egate $7,$66.35 base maferial. Change Madify t�e road seciion of Valentine Avenue be�nreen Valent�ne Crest Road CO3 D�d�r 8/4/2014 and Sneiling Avenue to 10" of Class 5 Aggregate Base and Geotextile 7ype 5 $15,991.7'f Fahric uncferlayment. Change Ordar Totals ($24,311.02} Pa ment Summa Np. From To Data Payment Total Date Payment 1 5/24/2010 612Q/20i4 $142,540.97 $102,540.97 2 612'[12010 7115120�4 $246,418.8'I $348,959.7$ 3 7/161201D 8/13f2014 $'�63,538.42 $512,49820 4 8/14/201 Q 1 p/1 f201 Q$'[ 81, 851.8a $694, 350.OE3 Payment Totals: $694,35D.pp ProjecE Summary Material Qn Hand: Total Payment to Date: Total Retainage: Total Amount �amed: Retainage 7ota1 Per Retainage Payrnent $5,396_89 $5,396_$ $12,969.4�[ $18,366.3 $8,60729 $26,973_5 $9,57'E.15 $36,544.7 $36,544.7 Total jWark �Totaf Work Payment + �Cer�ified Per Certified Raiainaae � Pa�ment $107,937.86 $'ID7,937.86 $107,93i.86 $367,326.08 $259,38822 $367,326.08 $539,471.79 $172,145.71 $539,�#71.79 $730,894.74 $191,422.95 $730,$94,74 $730,894_7�4 $730,894.74 $0.00 $694,350.00 Original Cantract: $3fi,544.74 Co€�tract Changes: $730,894.74 Reviseci Contrac#: $779,799.fi7 ($24,311.42} $755,488.65 Page 6