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HomeMy WebLinkAbout4C, PMP Payment 5 to T.A. Schifsky and Sons, Inc.� EN HILLS Reques� for Council Action Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: March 28, 2011 2010 Pavement Management Program Payment #5 to T.A. Schifsky and Sans, Inc., in the a�nount of $47,SSU.17 Budgeted Amount: Estiinated Actual Amount: Fnnding Source: $1,102,000 $1,006,342 PIR, Enterprise Funds, S�ecial Assessments Retommendation: Motia� to approve Payment # 5 ta T.A. Schifslcy az�d Sons, Inc., of North Saint Paut, Minnesota, in the amount of $47,850.17 for the 20I0 Pavement Management Program. Suunorti�ng Docu�nents: 1. Memorandu�n dated March 2$, 2011 from Kristine Giga 2. AppIication for Payment #5. � EN HILLS MEMORA�DUM DATE: March 2$, 2011 TO: Honorable Mayor and City Councilmembers Patrick Klaers, City Aclministrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2010 Pavement Managemenf Program- Payment #5 Eackground The City of Arden Hills awarded T.A. Schifsky & Sons, Inc., of North Saint Paul, Minnesota, the 2010 Pavement Managernent Program Praject on May 10, 2010, far a total contract amount oi$731,630.59. Discussion This pay request includes autstanding work on the project completec� after October 1, 2010, and the release of a portion of the retainage held during the construction of the project. The major work completed as a part of this payment was completing t�rf and other landscaping restoration throughout the neighborhood. The remaining retainage will be held until the punch list items are completec� this spring. Financial ImpEications The following breakdown shows the funding sources and amounts for Payment #5: Funding Source Amount PIR $ 29,82b.50 Surface Water Management $ 4,482.$3 Sanitary Sewer $ 6,494.&1 Waterma�n $ 7,046.03 Total $ $47,850.17 Council Ac#ion Re uested Approve Payment #5 to T.A. Schifsky & Sons, Inc. in the amount of $�7,850.17 for the 2010 Pavement Management Program Project. City Council Meeting 11Metro-inet.uslardenhi11s1PR&PW1EngineeringlCouncil Actions1201I13-28-11Memo_2010PMP_Payment##S.doc Page I of 1 (}wner: Ciiy of Arcfe�t Hil1s Date: 21412411 �f245 West Highvvay 98 ��� Arden i�ills, M�f 55192 For Period: tiJJ212�90 io 2I4i2ii1'E Reyuest No.. 5 Contractor: �f. A. Schifsky $� 5�ns, fnc. � 237t1 �ast Huvy. 36 �; .��.Y.Sf7C�IIi�i�,l'� fu��. t�orth St. Paul, MIU 55908 Pay vaucl�er AROH - 2�iQ Pave�ent Management f'roject Cfient Contract Rlo.: Aro;eet f�to.: Q'E77'[-02 Ciient Pro;eCt No.: Recommended (or Approvai by: WSB Ass ciates, lnc. `�. ._ _ Rp�raved by Gontractor: 'i. A chifsky 8, ans, fnc. Constri�ction OE�serv�r: ���� -% �� Approved by �wner Clty of Arden hiilis Specifier� Contrac! Completion Date: p���; St3112019 Comment: �'a�c 1 iHiS IS TO CERitFY ik;AT TF�� 11'�MS OF WORK SHDWN I!V �HIS CERT�FfCA�'� OF PA�7lRL PAYM�NT HAV� BEEN ACTUALE.Y F[iVESHED FOR THE WC3RK COMPRIS�NG THE ABOV� MENTfONED PF70JECTS tN ACC4RDANCE VIIITH THE Rl_ANS A[�f) SPECIFtCATI�NS L-i�RET�FURE APPRflVED. Project Materiak Status Item Item Descnption Units flnit Price Contract QuanGty to Current A�nount to N�� Quanliiy Date Quantity Date Schedule A - Street fmpra�ements 1 2021.SOi M081LIZATIdI� LUNiP SIfM $28,5D0.00 1 1 0 $28,SOd.00 2 2101.605 CLEARI�EG Af�D GRUB$tNG ACRE $7,210.00 0.75 0.92 0 $6,633.20 3 2104_SOT REMOVE WATfR MAII� LIN FT $3 09 730 716 19 $2,2i2.44 4 2104.5Q1 F2�NfOVE SEWER PEPE (STQRM) LIN FT $5.15 255 219 p $9,127,g5 5 2104.501 REMOVE SEWER PfP� (SANITARY} LIiV FT $2.06 1A05 1501 0 $3,092.06 6 2104.501 REMOVE SANITARY SERVIC� PIPE �IN FT $2.06 800 275 186 $566.50 7 2304_501 REMOVE MANHOLE (SANITARY) LIEV FT $3�_9D 75 44.2 0 $t,365.78 8 21Q4.501 F2�MOVE COPECRETE CURB ANR GU77ER LI[+l FT $1.65 250 312.5 0 $515.63 9 2t04.5d3 REMOVE RETAINING WALL SQ FT $6.48 'f20 90 D $556.20 10 2104.5Q5 REMOVECQNCRETE PAVENkENT SQ YD $2.Ofi 445 347.2 0 $715.23 11 2104.505 REMOVE BETUEtI�INdUS PAV�NiENT SQ YD $1.03 9620 1p175.7 U $70,980.97 12 21 D4.505 REMOVE CQNCRETE VALL�Y GUTTER SQ YD $4.12 15 45.9 0 $189.11 13 2104.509 REMOVEHYDRAiV7A5SEMBLY EACH $15A.50 7 6 a $927.00 1A 2104.509 REMOVE GA7E VALVE & BOX EACH $1Q3.04 i0 7 0 $725.00 15 2104.5fl9 REMOVE STRUCTURE (S70RM) EACH $3Q9.0� 4 3 0 $927.00 16 2104_5Q9 REl4AQVE GATE VALVE BOX EACH $51 _50 1 4 D $206.00 17 21D4.511 SAWING CONCRE7� PAVEMENT {FULL DEPTH) LIN FT $2.06 26U 295.5 0 $fi08,73 18 2104.593 SAWING BfTUM1N0lJS PAVEMENT (FULL DEPTH) LIN FT $i.29 1170 34725 0 $447.95 '!9 21Q4.523 SALVAGE CASTING EACN $103.00 16 16 2 $9,648.00 20 2'IQ4.601 SALVAGEAN� REINSTALL LANDSCAPE STRUCTi1RE5 LUMP Si1Nf $2,060.00 1 1 0 $2,060.00 21 2404_6p2 SALVAGE AN� F2EIHSiALL MAfL 8QX EACFi $56.fiS 32 32 32 $1,812.80 22 21 D4.603 ABANDpN WATER MAIN LiN FT $1.03 42p 420 D $432.60 23 2105.5Q1 COMMON EXCAVA710N (P) CU YD $S.D3 6000 5960 0 $47,858.80 24 2105.507 SUBGRApE EXCAVA710N (EV) CU YD $8.27 fiflQ 746.4 207.3 $6,919.13 25 2105.522 SELECT GRANUfAR BORRdW (C1n ClJ Y� $9.27 640 585.4 124.6 $5,426.66 26 2105.525 TpPSOIL BORROW {LV) CU YD $9.27 1250 1040.7 30.7 $9,647.29 27 2105.604 DEWATERlNG LUMP SIiM $0.01 1 1 0 $p.p1 28 2105.604 GEOTEXT[LE FABRIC TYPE I SQ YD $2.06 3t5 288 262 $593.28 29 2105_fiO4 GEO7EXTILE FABRIC TYPE 1V SQ YD $6_17 25 45 q $277.65 30 21D5.&D7 9 112" CLEAR ROCK TON $12.36 750 326.33 117.73 $4,033.44 31 2211.501 AGGREGATE BASE CLASS 5 TON $9.50 5300 6114.01 0 $58,083.10 32 2232.501 MILL BITUMINOUS SURFACE SQ Y� $D.90 t160fl 7350 0 $6,615.00 33 2331.603 SAWED15FJ1LED JOINT LIN FT $T.85 22p4 200Q 0 $3,7QO.pp 34 2354.509 TYPE LV 4 WEARING COURSE MIXTl1RE (B) 70N $58.00 2245 1730.14 12.67 $100,348.12 35 2350.502 TYPE W 3 NON VIf�ARING COURSE MIXTfJRE [B) TQN $58.50 1010 948.11 0 $55,4fi4.44 36 2350.503 TYPE LV WEARING COURSE MIXTURE FQR QRIVEWAYS SQ Y❑ $12.88 £OD 643.6 0 $8,289.57 37 2357.502 BfTUMINOUS MATERIAL FOR TACK COAT GALLON $1.91 1445 825 0 $1,Si5.75 38 2411.618 MODUlAR BLOCK RETAINIhEG WALL SQ FF $30.90 12Q i75 85 $5,407.SU 39 2504.602 ADJUST GAT� VALVE AND B�X EACH $180.27 8 6 1 $1,081.62 40 2506.522 A�JUST FRAME & R�NG CASTING ( SANITARY} EACH $257_5D 'f0 10 Q $2,575.00 4l 2506.522 AQJI�ST FRAME & R[NC CA$TING { STORM) EACH $257_50 2 0 0 $O.bD 42 25'31.501 �L4N�OM RIPRAP CLASS El4 CU Y❑ $72.10 25 4fl.3 U $2,948.89 43 2531.5D1 CdNCRETE CURB 8� GUTTER �ESiGN 6618 LIN FT $8.6D 5225 5194.5 0 $44,672.7p 44 2531.507 6" CONCRETE pRIVEWAY PAVEMENT 5Q YD $37.08 445 350 0 $12,978.00 45 2531.6�3 i' CONGi2E7� VALLEY GUTTER Lli�i FT $20.60 65 1D2 0 $2,101.20 4G 2533.663 CONCRETE CURB & Gl3TTER, SURN{OUNTAB�E LIE� FT $14.42 250 259 0 $3,734.78 47 253i.603 CONCRETE RIBBQN GlfR6 L1N FT $12.88 115 302.5 0 $1,320.20 48 254�.602 MA{L SOX (TEMPORARY) EACH $8.24 32 28 0 $230.72 49 2563.609 TRAFFfC CQNTROL LUMP SUM $1,OD4.25 t 1 025 $1,004.25 50 2564.537 SfG[J PANELS TYPE C SQ FT $23.87 15 15.25 0 $q55.52 Page 2 Item fiem Oescriptian Units Unit Price Contract Quantity Current Amount to Np� Q�antity Eo Date Quantity �ate 51 2564.602 SALVAGE AND REINSTALL SfGH EACH $51.50 1S 8 0 $A72.00 52 2571.601 CONiFEROU5 TREE S' HT B&8 TREE �437.75 �4 a D $0.00 53 2571.502 DECiDUOUS TREE 2.5" CA� BB�B TREE $453.50 4 0 D $0.06 54 2571.507 PERENNIAL -#t POT PLAN7 $14.42 980 0 0 $O.QD 55 2573.502 SILT FEIVCE, 7YPE MEAVY DiJ7Y L1N FT $T.34 850 547 0 $732.98 56 2573.530 STdRM DRAlN IMLET Pl20TECTfON EACFi $92.70 24 19 Q $1,D19.70 57 2573.fi02 TEII+iPORARY ROCK CONSTRUCTIDN ENTRANCE EACH $595.00 2 2 0 $1,D3Q00 58 2573.603 BIOROL� LIN FT $fi.TB 50 775 0 $1,089.50 59 2575.502 SEED MIXTL3RE 31U POUND $2D.60 30 45 5 $927.00 fi0 2575.505 SODpING FYPE lAWN SQ Y� $2.21 6100 8$26.7 0 $19,507.0 E fi� 2575.523 ER0510N CONTROL BLANKETS CATEGORY 3 SQ Y� $0.98 1540 i10 110 $107.80 62 2575.550 P€AiVT BE�DING MATERIAL CU Y� $25.75 150 19D 0 $4,892.50 63 2575.604 NEIJLCH MATERfAL TYPE 6 SQ YD $3.09 4p 0 0 $D.00 T4tals ForSection ScheduleA-Street Empro�ements: $482,799,tfi Schedaie B- Storm Qrainage Improvements 69 2104.527 SALVAGE PIPE GIfLVERT LIN FT $10.30 20 Q 0 $0.00 65 210A.523 SALVAGE CONCRET� APRQN EAChf $154.52 9 0 0 $�.00 66 2501.515 1$" RC PiPE APRON WETH TRASH GUAFZ� EACFf $732.93 2 2 0 $1,465.86 67 2501.515 27" RC PIPE APRON WETH TRASW GUARD EACH $t,2D5.67 2 2 0 $2,411.34 68 2507.571 Ii�iSTALL P�PE CULVERT LIN FT $18.13 20 0 D $0.00 69 25D1.573 ]NS�'ALL GONCRETE APRON EACH $257.50 9 0 0 $0.00 70 2502.521 4" PVC PIPE DRAIN LW �T $13.99 250 1p 0 $t39.90 73 2502.541 6" PERF PE PEPE DRAIN LIN Fi� $6.90 2500 22Q0 35 $15,f80_00 72 2502.501 6" AVG PIPE DRAIN CLEANOUF �ACH $255.65 5 4 1 $1,022.60 73 2503.541 15' RC PIPE SEWEf2 pE51GN 3048 CLASS V L1N FT $27.96 390 353 0 $9,869.88 74 2503.541 18" RC PIPE SEWER DESIGN 3006 CtASS lil LIN FT $3t_37 35 35 6 $1,087.95 75 2503.541 21" RC PIPE SEUVER pESIGN 30D6 CEA55 I[t LEN FT $30.90 170 i70 0 $5,253A0 76 25fl3.541 27" RC PIPE S�WER �ESIGN 30�6 CLASS EII LfN F7 $42.89 4D 40 0 $1,715.60 77 2503.602 CONNECT TO EXISTiNG SFDRM SEWER EACH $257.50 3 D 0 $0.00 7& 2503.602 CONNECT INTO EXIS7ENG DRAINAGE STRUCTURE EACH $412.Q0 1 1 4 $4f2.00 79 2506.501 CpNSTRUCT DRAtN/1GE SFRUCTt1€2E DESIGN A8-4020 LIN FT $474.83 32 39.88 1.76 $18,936.22 80 2506.50i GONSTRl3CT DRAINAGE STRUCTkJRE �ESIGN 60-4026 LfN FT $290_23 7 8.7 1.87 $2,525_00 81 2506.502 CONSTRUCT DRAIIJAGE STRUCTURE QE5 S�ECIAL (2'X3' C8) EACF{ $555.25 6 5 0 $2,776.25 82 250&.536 CASTINGASSEMBLY{STORM) �ACH $537-20 t0 11 0 $5,909.2D Totals For SecSion Schedule B- Storm Drainage Impro�ements: $68,714.80 5cheduEe C- Water Main Improvements 83 25Q4.801 TEMPORARY WAFER SERVICE LUMP 5UM $3,09D.flQ 9 1 0 $3,090.00 84 2504.602 COI��EECT Tp EXESTING WATER MAIN EACH $866.51 8 7 1 $6,065.57 85 2544.6D2 1" CORPQRRTION S70P E.f1C�i $i93.71 14 14 Q $2,711.99 86 25D4.602 6" GATE VALVE AND BOX EACH $954.58 7 7 0 $6,682.0& 87 2504.602 12" GATE VALVE AND 8DX EACH $2,247.09 2 3 0 $6,741.27 88 2504.602 12"X12" WET TAP EACH $4,838.95 1 D 0 $0.00 89 2504.602 1" CURB STOP & 60X EACH $215_94 14 13 U $2,807.22 90 2504.602 HYDRANTASSEMBLY EACN $2,Sfi3.73 7 6 0 $15,382.38 91 2504.602 6" GATE VALVE BQX EAGH $289.Q2 1 A 4 $1,156.08 92 2504.603 1" TYPE K CQPPER PIPE LIN FT $20.59 450 587 7.6 $12,086.33 93 2504.603 6" WATER MAItV-DUCT IRON CL 52 LII� FT $35.94 146 148.5 0 $5,337.09 94 25�4.603 6" WAT�ft MAfN-PVC C900 LIN FT $14.7t 540 565 D $8,31'i.15 95 2504.603 i2" WATER NEAIfV-PVC C90U LIN FT $26_52 480 473 1A $12,543.96 9fi 2504.&�3 IiYDR,4NT EXTEiVS�ON LIN F�' $623.97 7 2 2 $1,24i.94 Aage 3 Item Item Description lJniis Unit Price Contracf Quantity C�rrent Amount to �8� 4uantity to Qafe Quantity �ate 97 2504.604 R" PDLYSTYRENE INSULATIdN $Q Yp $29.57 4tl 22.4 U $662.37 98 2504.608 DUCTILE iRON FITTkNGS POUND $2.4i 35D0 3387 490 $B,186.77 Toials For Section 5chedule C- Water Main Improvements: $93,D12.13 Schedule d- 5anitary Sewer Improvements 39 2503.601 SANIFARY SEWER BYPASS PUMPING LUMP SUM $OA1 1 i 0 $0.01 100 25�3.802 CONNECT Td EXISTING SANITAi2Y SEUVER EACH $530.A5 15 11 0 $5,834.95 101 2503.5D2 CdNNECTTO EXESTfI�C MANHOLES (SAiV} EqGH $1,D30.00 5 4 0 $4,120.00 102 25D3.662 GONiNECi TO EX[STING SANiTARY SEINER SERVICE F�ICH $168.34 23 97 1 $2,861.78 103 2503.602 8"X4" PVC WYE EACH $2'E 1.52 23 f 7 0 $3,595.84 3Q4 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT $16.39 25D 121 39 $1,983.'€3 40S 2503.603 TELEVISE 5ANI7ARY SEUUER LIN FT $1.03 30�0 2474 2474 $2,548.22 106 2503.603 8" PVC PIPE SEWER - SDR 35 LIH F7 $24.19 14d5 1501 0$36,309.19 1�7 2506.51 i RECONSTRUCT SANITARY MANHOLES LIN FT $200.73 30 33.4 0 $6,704.38 108 250&.576 CAS7INGASSEMBLY{SANIiARY) EACH $631.86 13 11 p �6,948.26 109 25Q6_Bp2 CHIMNEY SEA� {EXTERNAL) EACH $298.44 23 21 0 $6,267.24 11Q 25Q6.603 CONST 48" QIA SAN SEWER MANNOLE LiN FT $f49.65 46 44_39 1.62 $6,6A2.96 Totals For Section Schedvle D- Sanitary Sewer tmpra�ements: $83,816.02 Change Order 1 311 202t_Sb1 MOBILIZATION LUMP SUM ($28,SOO.Qfl) O.i1 fl U $0.00 712 2104_5U1 REMDVE SEWER PIPE (SANiTARY} LIN FT ($2.06) 80 0 0 $O.QO 113 21Qq.50'{ REMOVE SANITAF2Y SERVICE PIPE LIN FT ($2.06} 60 0 U $O.Dp 114 2104.SOt REMOVE CQNCRETE CURB ANII GUTTER LIN FT ($t.65} 185 0 0 $0.00 175 2104.505 REMOVE BETUM1NOElS PAVEMENT SQ YD ($1.03} 200 0 0 $b.00 136 2104.509 REI4AOVE STRUC7URE (STORM) EACH ($309.OQ} 1 Q 0 $p.00 1i7 2iO4_513 SAWIIVG BiTUMINOUS PAVEMENT{FIELL DEPTH) LIN FT {$1.29) t50 6 0 $0.00 118 2104_6d2 SALVAGE AND REINSTALL MAfL BOX EACH ($5G.65) 2 0 D $O.QO 119 2105_567 SUBGRAQE EXCAVATipN (EV) CU YD {$9.27) 5U 0 6 $0.00 t20 2105.522 SELECTGi2ANl1LAR BOF2ROW (CV) CU YQ ($9.27} 50 0 Q $0_UO 121 21p5.525 TOPSOIL BORf2pW {LV) CU YD ($9.27} 15 0 0 $O.qp 122 22i1.50E AC,GREGATE BAS� CLASS 5 TOIJ ($9.50} 70 p 0 $0.00 123 223Z.50i MILL BIFUMINpUS SURFACE SQ Y� ($0.90) 3500 0 0 $0.00 124 2350.501 7YPE LV 4 WEARIiVG COlJRSE MIXTURE (B) TON ($SS.OD} 385 0 0 $0.00 125 2350.502 TYPE LV 3 NON WEARING CQURSE MiXTURE (B} 70N ($58.5D} 25 D 0 $0.00 126 2357.5Q2 81FE1MINOEIS MATERIAL FOR TRCK COAT GALLON ($1.41} 320 0 0 $fl.60 127 2506.522 AdJUSF FRAME & RING GASTING ( SAN[TARY) EACH ($257.50) 2 0 0 $D.00 728 2506.522 AQJEJS7 FRAME & RING CASTIhiG ( STDRM) E4CH ($257_SU) 2 0 0 $D.UO 129 2531.603 CONCRETE CURB 8 GUTTER, SURMOUNTABLE LIN FT {$14.42) 185 0 U $0.00 130 2540,6q2 MAlL BOX (TEMP4RARY) EACH ($8.24) 2 p 0 $D.OD 139 2563.60t TRAFFEC CdNTROL Ll1MP SiJi4lE {$t,004.25) 0.1 0 0 $0_p0 132 2573.530 S74RM DRAIN fNLET PR07ECTION E./1CH ($52.70} 4 0 0 $0.00 133 2575.505 SQIIDING TYPE LRWN SQ YD ($221 j � 04 0 p $�.00 134 29QA.521 SA�VAGE PIPE CULVERT LIN FT ($10.3R� 2D 0 0 $O.QO 135 2104.523 SALVAG�CQIVCRETEAPRON EACH ($i54.52) 1 0 D $D.00 136 2501.571 EN57ALL PlPE CULVERT LIN FT ($18_13} 26 0 0 $0.00 337 25flt573 (PiSTALL CONCRETE APRON EACH ($257.SU) 1 0 0 $O.OD [38 2503_602 CONNECF TO EXtSTING S70RM SEWER EACH ($257.50) 2 4 0 $0_OR 139 2506.502 CON5TRGCT �RAINAGE STRIICTURE DES SPECIAL (2'X3' CB} EACH ($555.25) 1 0 0 $0_00 140 2503.602 CONN�CT TO �XISTiNG SANITARY SEWER EACFi ($53U.45) 2 0 0 $O.DO 14'{ 2503.602 CDt�NEC7 TO EXISTING MANHOLES (SAN) EACH ($1,030.00) 2 0 4 $p.QO 142 2563.&02 GQNNECT TO EXISTING SANITARY SEUUER SERVlCE EACM ($168.34} 2 0 p $0.00 Page 4 Etem No. Hem �escription Units Unit Arice Contract Quantity Quantity to Date Gurrent Quantity Amount ta �ate 143 2503.602 8"X4" PVC WYE EACFf ($2i k.52} 2 0 Q $OA� 144 2503.603 4" PVC PIPE SEWER - S�R 26 Ll�i FT ($16.39) 20 p U $U.Od 145 2503.603 iEL�VISE SANITARY SEWER LIN FT ($1.03} 200 0 U $0.00 946 2503.603 8" PVC PIPE SEWER - S�R 35 LIN FT ($24_19} 80 0 D $fl.�0 147 250fi.516 GASTING ASSEMBLY (SANfTARY} EACii ($&31.66) 1 D 0 $O.QO 148 2506.6fl2 CIiIMNEY SEAL (EXTERNAL) EACH ($298.44) 3 0 0 $0.Q0 Totals For Ghange Order 1: $O.OD Change Order 2 999 2�05.507 SIfBGRADE EXCAVATIpN {E1� CU Y� $9.27 265 265 0 $2,456.55 i50 2iD5.&04 GEOTEXTILE FABRIG TYPE V SQ Y� $1.55 1866 186& 0 $2,882.30 451 221i_5p1 AGGREGATE BASE CLASS 5 TQN $9.50 265 265 0 $2,517.50 Totals For Change Order 2: $7,866.35 Change Order 3 152 2105.6Dt EXCAVATION SPECIAL 1 LUMP SiJM $6,5D0.00 1 1 D $6,500,OD 153 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD $1.55 3334 3334 0 $S,167.70 154 2211.507 AGGREGATE BASE CLASS 5 TON $9_50 375 375 Q $3,562.50 155 94715 5% PRIME GQNTRAC70Ft MARKLIP LUMP SUM $767.51 1 9 0 $761.51 Toials For Change Order 3: $i5,991.71 Project Totals: $752,200.17 Page 5 Pro�ect Payment S�atus Owner: City of Arden HillS Client F'rajecf No._ Client Contract No.: Project No._ 01771-02 Contractor: T. A. Schifsky & Sons, Inc. No_ Type Date Description C01 Change 5/10/2010 Modified quantiiies as part of project award. Order Change Modify the road s�ction on Valentine CT to include geotextiEe fabric, 4" CO2 prder 7/9/2010 additional depth of Subgrade Exca�ation, and �" additional depth of aggregate base material. Change Modify the road sectian of Vafentine A�enue between Valer�tine Crest Road CO3 Order 814�2Q10 and Snelling Avenue to 10" of Class 5 Aggregate Base and GeotextiEe Type 5 Fabrie ur�derlayment. ($4$,169.08} $7,866.35 $15,991.71 Change OrderTotals:�($24,311.02) Pa ment 5umma No_ Frorr� To Date Payment Total Retainage Total Total Work Total Wark bate Payment Per Payment Retainage Payment + Certifiecf Per Certified Retainage Payment 1 51241201� 6/20/2010 $102,54Q.97 $142,540.97 $5,396.89 $5,396.89 $107,937.86 $�fli,937.86 $107,937.86 2 6I21/2010 7/1512�10 $246,418.81 $348,959.78 $12,969.41 $'i8,366.34 $367,326.08 $259,38$22 $367,326.D8 3 7116l201a 8/13/2010 $163,538_42 $512,4982Q $8,60729 $26,973.59 $539,471.79 $172,1�5.71 $539,479.79 4 8I'l4I2010 10/112�10 $181,851.80 $694,350.00 $9,571.15 $36,544.74 $730,894_74 $191,422.95 $73�,894.74 5 10121201� 21�1/2011 $47,854.'l7 $742,200_17 ($26,544_74) $10,OQ0.00 $752,200.'i7 $21,305.43 $752,200.i7 Payment Tatals: $742,204.17 $'�O,OOO.D4 $752,20�.'E7 $752,204.17 Pro'ect 5umma Material On Hand: Total Payment to Date: Total Retainage: Tota[ Amount Earned: $0.00 $742,200.17 Original Contract: $10,0OO.OD Contract Changes: $752,20U.17 Revised Contract: $779,799.67 ($2�,311.02} $755,488.65 Page G