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HomeMy WebLinkAbout4B, 2010 PMP Payment #3; ; � i ; � ; � � El� HILL 3 � 3 � i 1 3 Re uest for Council Action � q 7 I i i i � � ! ..................................._,..w....W.,..........._...,.,.........,,................,,............__...........,...............,..,..........,....,....,.,......,,............,..................,.........................,..................._..,............,_...,,................,..................t,. .._..,_.....,.....,.,,....._.,_.._W,....,...,W W..,.,..............,........,...w.......�................_w,...,......,...,...............�,....W..,.........,_.w.......,.,........_,._.,....�........................,.,.._....,.....W. Ww........__..,......,.............,,.....w................. � � Prepared By: Kristine Giga, Civil Engineer ' Council Meeting Date: August 30, 2010 ; 2010 Pavement Management Program Payment #3 Budgeted Amount: Actual Amount: Funding Source: $1,102,000 $1,006,302 PIR, Enterprise Funds, Special Assessments Recommendation: Motion to approve Change Order #3 and Payment #3 to T.A. Schifsky and Sons, Inc., of North Saint Paul, Minnesota, in the amount of $163,538.42 for the 2010 Pavement Management Program. Supporting Documents: • Memorandum dated August 30, 2010 from Civil Engineer Kristine Giga • Application for Payment #3. - ��. EN HILLS MEMURANDUM . � DATE: August 30, 2010 TO: Honorable Mayor and City Council Members Patrick Klaers, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2010 Pavement Management Program- Payment #3 � Back�round The City of Arden Hills awarded T.A. Schifsky & Sons, Inc., of North Saint Paul, Minnesota, the 2010 Pavement Management Program Proj ect on May 10, 2010, for a total contract amount of $731,630.59. Discussion This pay request includes work completed through August 13, 2010. The payment is for $163,538.42 and includes sanitary sewer, water main and storm sewer installation, subg�ade p��paration and placement �f a.ggregate base on �ialentine 1��enue; cu�b and gutter construction and concrete driveway restoration on Valentine Court. This pay request also includes Change Order #3. Change Order #3 includes the construction of a thicker roadway section on Valentine Avenue. Similar to the conditions experienced on Valentine Court, the soils on Valentine Avenue consist of clay materials, which became saturated with the significant rain events. Due to the wet conditions, the in-place soils were not achieving the required compaction needed to construct a road. After reviewing the conditions with the soils engineer, Stork Twin City Testing, it was determined that the most time and cost-effective method to prepare the roadway was to remove an additional 2" of the existing soils, and increase the aggregate section from 8" to 10". A geotextile fabric was also placed to provide separation between the subgrade soils and the aggregate base. Change Order #3, $15,991.71, would be funded using PIR funds and special assessments. A 4% contingency was included in calculating the assessment rate, which is approximately $24,540. This change order amount, as well as Change Order #2 approved on July 26, 2010, falls within the contingency. City Council Meeting P:�.Admin\Council�.Agendas & Packet Information�2010\8-30-10 Regular�Packet Information\4B 8-34- l OMemo_201 OPMP_Payment#3 . doc Page 1 of 2 The contract stated that the completion date for this proj ect was to be August 20, 2010. The contractor requested an extension to September 20 for substantial and final completion due to weather delays and the additional excavation on Valentine Court and Valentine Avenue. City staff responded to the contractor's request, extending substantial completion to Friday, September 3 and final completion to Friday, September 17. Substantial completion shall be all restoration on Lake Valentine Road, and base course paved on all streets. Financial Implications The following breakdown shows the funding sources and amounts for Payment #3: Funding Source Amount PIR $ 93,834.47 Surface �1Vater Management $ 40,094.65 Sanitary Sewer $ 10,609.11 Watermain $ 19,000.19 Total $ 163,538.42 Council Action Requested Approve Change Order #3 and Payment #3 to T.A. Schifsky & Sons, Inc. in the amount �f $�. 63,53 �.42 for th� 20 � 0 Pa�ement 1l�anagement Program Project. City Council Meeting P:�Admin\Council�Agendas & Packet Information�2010�8-30-10 Regular�.Packet Information\4B 8-30- 10Memo_2010PMP Payment#3.doc Page 2 of 2 ����� �� .��;�;��.���t���r�s .��ri=, flwner. G�t� ofi A�den Hills � 2451�est �#ighway �3� Arden i-�i�ls, tIJtIV 55112 For Period: �I� 6I2�1 tl to 8I'i 3l2Q'10 Contrac#ar: T. A. Schif�ky & Sons, tr�e. 23��0 East Hwy. 3� �Vorth St. Pauti �� ��109 Pay Voc�c�er ARD#-� - 2Q1 fl Pavement il/iartagement Project Client Co�#r�ci Na. _ Proje�t Nc�_: 0� �7�-02 C(ient PraJect No.: �Zecor�rn-er�ded #o� Approval by: �S� � �ssocia#es, �nc. ��;�...�..� A�provsd by Con�ractor_ `�. A. Schtfsky 8� Sons, �nc_ Spec�fied Contract Com�let�on Date: �13112(}� � �omrz�e��: Consf��ct�or� �bs�rver: flate: 819 8f2t3'� 0 Re�uest No.: 3 �`�� - � App�ovec# by flvvr�er: City o� Arden Hilts Date: �'age � ��i�S �S �Q CEf�TiFY TNA�" ��E �TE�S �F tl1��RK SNOWi�! 1N THiS ��RT�FI�ATE O� �'ART1A� �'AY��NT HAVE �EE�1 /-�CT�IA��Y FiNl�HED FtjR T#-�E �/il�R�{ �01t,��'RISING TH� ABOVE N�E�T�O�lED �'R��ECTS �N ACC4RDAN�E �ViT�i THE �'LAlVS Ai�ID SPE���iCATf�I�S HER�TO�ORE A#'PR�V�D. Pro�ect Ntaterial Status t#em �tem Qescript�on i�n4ts �1nit Price Contract Quantrty �o Current Amouni ta No. Quantity Dat� Quantiiy �3ate Schedute A - Street i+�nprovements '! 202� .501 MOBtUZAT10N �.IIMP St3M $28,500.Q0 3 0.75 fl.25 $21,3�5.OQ 2 2101.f05 CLEARtNG AND GRUBB#�#G ACRE $7,290.00 0_75 0_92 0 $6,fi33.20 3 29 �4.50? REMOVE V11A�ER IVIAtN �!N FT $3_�9 730 697 i4 $2, � 53_73 4 2104_50� REI�l4VE SEWER PtPE (STORM) �tN �i $5.15 255 219 219 $�,127_$5 5 2104_50) REMQVE SEVIlEF2 P1PE (SANfTAF2Y) L�l�t �T $2_06 14Q5 �5fl1 12£ $3,092.0� S 2104.501 REMOVE SAN�TA�Y SERV[CE P�PE LfN FT $2.06 80� 89 0 $183.34 7 2104_503 RE�f�VE iulAlVHOIE {SAi�#ITARY) �IN FT $3Q_9� 75 44_2 0 $�,3fi5.7$ 8 2104.501 R�iv10VE C�NCRETE CURB ANQ GUTTER L#IV FT $1 _fi5 250 3�f 2.� 0 $5l5_fi3 9 2�04.503 REM4VE RE�FAlNIN� WA�L St� FT $6.18 3�0 0 0 $0_OQ 1fl 2�04.50� REMflVE COlVCRETE PAVENlENT SQ YD $2_06 445 347.2 34 $7��_23 11 2104.50� REM01�E BtTUM4NC�US P�IVEMEtVT SQ YD $1.U3 9620 90�7�.7 795.6 $10,48�_97 12 23 04.505 FZEMUV� CO1�iCRETE 1IACLEY GUTTEfZ SC� YD $4. � 2 � 5 45_� 45.9 $� 89.1 � 13 2104.50J REIVI0I�E HYURANT ASSEMBLY EACH $��4_50 7 6 2 $92�.00 14 21U4.509 Ft�M�VE GATE VALVE & 80X EA�H $1Q3.00 10 7 i $721_0� 1� 2104_509 R�MO�i� STRt}CTUR� �STORM j EACt-1 $309.00 4 3 3 $927_�0 �6 2104_509 R�MflV� GATE VA�VE BOX EACH $5i.50 1 4 2 $24fi.00 1� 2104.5� � SAI�VING CQNCRETE PAVEMENT (FUtL DEPTN) L1N FT $2.Ofi 260 2i6 36 $444.96 �8 2�104.513 SAW#NG BtTt3MiNQLfS PAVEME�V� (FULL DEPTH� LtN FT $9.29 11 �fl 14fi_25 79 $1$8_6fi � 9 2104.523 SALVAGE CASTli�1G �ACFt $� �3.00 i 6 14 0 $�,4�2_00 20 2104.fifl1 SAiVAGE AND REINSTAI� LANDSCAPE STRUCTt1RES L.UM€' St�NI $2,fl60.00 9 0 0 $0.00 21 2304_602 SALVAGE ANQ REi�fSTALL MAt� SOX �ACH $5S_65 32 0 0 $4_00 22 2104.603 A6Ai�#D�i�t WATER �1IIA1N LiN FT $�.03 420 420 420 $432_fi0 23 2105_501 COtu1M�N EXCAVATl4N (P) CU YQ $8_03 fiQ00 58i� 3020 $4S,fi94.45 24 2105.507 SUBGRADE EXCAVATIQN (EVj Ci.� YD $9_27 fi00 539_1 �91_5 $4,997.4fi 25 2105_522 S�LECT GRANULAR Bt)fZROW tCV; CU YD $9_27 fi00 460.8 113_2 $4,271 _62 26 210�.525 TOPS4it SORROiN �LV j CU YD $9.27 1250 120 � $�,112.4fl 27 2�45_601 DEVVATERING �t�MP Sl#N! $0_fl1 � � i $0.01 28 2 i 05_604 GEOTEXTI�E FABR�C TYPE t SQ Yfl $2.06 31 � 0 0 $0.00 29 2�0�_604 GEO�"EXT�LE FASRIC TYP� iV SQ Yfl $6.�7 25 45 45 $277.65 3� 21fl5_607 1 1l2" CLEA�2 ROCK TON $92_36 150 154_78 75.49 $i,993.08 33 221 �I .501 A�GREGATE BASE C�ASS 5 TOM $9.5fl 5300 5484.�7 23 76.11 $52,098_67 32 2232.501 MiLi BiTUM1N�US SURFACE SQ Y�3 $0.90 � 1600 7350 0 $6,615_00 33 2331.603 SAWED/SEAL�D .10�#VT � 11N � $i.$� 2240 0 0 $0_00 34 2350.5a1 �YPE LV 4 WF�R1�iG COURSE MtXTURE {B) TC�N $58.00 2245 852.41 0 $50,0� 9.78 35 23�0_502 TYPE LV 3 NO�V WEARiNG C4URSE t�AtXTURE 4B) TON $�8.50 1410 374_95 0 $2),�34_58 36 2350.503 TYPE �V 1NEA�2ING CflURSE MlK�URE F�R DRIVEINAYS SQ YD $12.88 600 112.3 0 $i,446.42 3? 2357_502 BITUMtNOUS MAT�R#AL FOR TAC�C COAT GALtON $1_91 1445 475 0 $907_25 38 24i 9.69$ MODULAR B�OCK R�TAiNIt�G WA�t SQ FT $30_90 120 0 0 $0_00 39 2504_602 ADJUST GATE VALV� AND BOX EACH $� 80.27 8 4 0 $721.08 40 250fi_522 ADJi�ST FRAME & RfI�iG CAST!#�1G � SAN{TARY} EAC#-I $257.50 1� 9 0 $2,3�7.50 4� 2506.522 ADJUST FRAiV�E 8� Ril�tG CASTt1VG { STORM} EACH $257.50 2 0 0 $0.00 42 25� i_50� RAI�l�OM RIPRAP C�ASS fll CU YO $72.1ti 25 40_� 40_9 $2,948.$9 43 2531 _501 CUNCRETE CURB & GUTTER DESIGN B618 Lt3V F� $8.60 522� 2834_5 1040 $24,3�6_70 44 2�31.507 6" CONCREiE DRIVEWAY PAVEM�NT SQ YD $37_fl8 445 201 201 $7,453_a8 4� 253�.603 7" COIVCR�TE VALIEY GtJTFER LiN �T $20.60 65 102 4i $2,10i.20 46 253 �_603 CONCRETE CURB 8� �UTTER. SURMOUNTABLE Lti�t .F� $� 4.42 250 259 0 $3,73�.78 47 2�31_fiO3 COIVCRETf RIBBOfV CURB L�t�i FT $12_88 i�5 1�2_5 �a2_5 $�,32020 4�8 254a_fi02 NtAlt BQX (TEMPORARYj EACI-� $8.24 32 2$ 0 $230.72 49 2563.601 TFZAFFfiC COi�iTROL �UMP SUN! $1,004_25 1 4_7� 0 $753_19 50 2564_531 SiGN PANELS TYPE C SQ FT $29.87 95 0 0 $0.00 Page 2 1#err� liem Descr�ption Llnits t�nit Price Contract Quantity to Current Amaunt to NO- Quantity Date Quar�ti#y Date 51 2564_fi02 SALVAG� AN�D REiNS�A�L SiGN EACH $51.50 16 0 0 $0_40 52 2571 _�01 C�N#FEROUS TREE 8' HT S�B TREE $437.75 4 0 0 $0_fl0 53 257� _502 D�CiDUOt3S TREE 2_5" CAL B&B TREE $4fi3_50 4 0 0 $0_a0 54 2571 _507 PEREl�1NLA� -#3 POT PLANT $14.42 180 0 Q $0_00 55 2573_5fl2 S(LT FE�VCE, TYPE HEAVY DUTY L.liV FT $1_34 850 547 0 $732.98 56 2573_530 STOR� DRAfN �1V�ET PftOTECTI4N EACN $92.74 24 1 i 0 $1,019.70 �7 2573.602 TEIvlPORAf2Y R�CK CONSTRUCTIOIV EPfTRANCE EAGN $515.00 2 0 0 $0_Ot} �8 2�73_fifl3 BlOROL� LfiN �T $6. i 8 �0 138 {� $852�84 59 2575_5fl2 SEED MlX�URE 31� PDUND $24.60 30 0 0 $p_�p 60 2575.50� SUf3DING iYPE LAWN SQ YD $2_21 6100 1511 _7 199.7 $3,34�.86 61 257�.523 �ROSIOiV COi�1TROL BLAt�KETS CATEGORY 3 S� YD $Q.98 �50t? 0 � $�_pQ 62 25�5.55� PlAf�tT 8�DD11�1G MATE#ZiAL C� YQ $25_75 150 a Q $0_fl0 63 2�75.6D4 MtJLC#-� IvlATEf�iAL TYPE 6 SQ YD $3.09 40 0 4 $0_04 Totals Far Seciion Schec#u1e A- S#reet �mprovements: $297,313.21 Schedute $ - Sto�rn Drainage irrrprovements S4 2�04_�21 SA�VAGE PlP� CULVERT �#N F� $10_30 2fl 0 Q $p_pQ 65 21fl4.523 SA�il�4�E CO�iC#�ETE APRON EACi-f $�54_52 4 p p ��_pp 66 2501.515 �8" R� PiPE APRON VIItTN TRASN GUAR� EACH $732.93 2 2 2 $1,4fi5_g8 67 2543 _5� 5 27" RC P#PE APRON W1TH TRASF-i GUARD EACH $ i,205_fi7 2 2 2 $2,411 _34 68 250� _57 � fNSTALI PIPE CULV�#�T LiN FT $ 9 8_ 3 3 2f3 0 0 $0.00 69 25U1_�73 t#�iSTAL� COIVCRETE APRON EACH $257_50 1 4 0 $0_00 70 25�2.52) 4" F'VC PtPE DRA�N LtN �� $13.99 �50 1fl �0 $� 39.90 71 25fl2_541 fi" P�RF PE PIPE DRAtN LiN FT $6_90 2500 �84Q i� 1) $12t69fi.00 72 2502.601 6" PVC P�PE DRA�N CLEANQUT EACH $255.65 5 � 0 $fl_OD 73 2503_541 �5" RC P�F'E SEIJUER DESIGN 3006 C�ASS V �tN FT $27_9fi 390 353 237 $9,8fi9_88 74 25a3.54i 18" f?C PIPE SEV1iER DES�GN 3006 CLASS tI� �iN �T $3�.37 35 29 Zs $9Q9_73 75 25Q3.54i 2i" RC PiPE SEWER DESIGN 3006 CLASS 111 LtN FT $30_9� �7fl 97� 170 $5?253.04 76 2�fl3.�41 27" RC PiPE SEW�R DESIGN 3006 CLASS ll1 ��N FT $42.89 40 40 40 $1,735_fi0 77 2543.�02 C�Ni�tECT TO EXiST1NG STORlVI SEWER EACH $257.�0 3 0 0 $fl_fl0 78 25�3_f02 CO�IIVECT iNTO EXISitf�#G DRAfNAGE STRUCTURE EAC� $412_40 � 1 fl $412_fl0 79 25�6_501 C4NSTRUCT E�RAINAGE STRUCTURE �3ES1GN 48-4020 L1N FT $474_83 32 38_T2 24.$8 $18,300.�2 8fl 250f_�Oi C4i�fSTRUCT �?RAtNAGE STRLiCTtlRE DESIGN �fl-4024 LIN FT $2�023 � 6_83 f_83 $�,982_27 8i 250C_502 C�i�S�fZIJCi �f��ti�IAGE S�R�JC�URE OES SPECIAL. (2'X3' CB) EACH $555_25 fi 5 4 $2,776.25 82 2506_�16 CASTfNG ASSEt�fBLY (STORM) EACH $537_2q 10 4 p $2,� 4g_gp Tota�s For Section ScMeduie S- Storm Drainage �mprovements: $59,8$'� _� 5 Schedu�e C- tiUater Main lmprovements 83 25fl4.fi01 TEl1/lP4RARY WATER SERV#CE LUMP SUM $3,090_0� i � Q $3,090_00 84 2504_�02 �ONNECT TO EXlST1NG WATER MAitV �AC#-i $866.51 8 6 3 $5,199.flfi 85 2504.0O2 1" CORP�3iZATtON �TO� EACH $193.71 14 14 3 $2,711.94 86 2504.6Q2 8" GA�E VALVE ANfl B�X �AC#-� $954_58 7 7 2 $6,682.Ofi 87 2504_602 12" GATE 1JALVE ANt� 8QX EACH $2,247.Q9 2 3 0 $s,741.27 88 2504_602 12"X � 2" WET TAP EACH $4,838.95 1 0 0 $fl.�0 89 2504_602 1" CURB STOP � 80X �A�t-f $2i5.94 14 �3 3 $2,80722 90 �504_602 HYDRANT ASSE1UtBLY EACH $2,563_73 7 6 2 $�5,382.38 91 25{�4_602 6" GATE VALVE SOX EACN $289_Q2 � 4 2 $1,15s_08 92 2�04.f03 �" �YPE K CflPPER PtPE L1N �T $20.59 45� 579.4 ?fi9_� $� i,929.8� g3 2504_fiD3 S" WATER MRIN-DU�T 1RON CC 52 ��N FT $35_94 �40 84 5 $3,�18_96 94 2504.fi43 fi" WATEFZ MAtN-PVC C900 LiN FT $14_71 540 56� 40 $8,31)_15 95 2504_603 12" 1NATER MAlN-PVC C900 Lt(V FT $26_�2 480 459 74 $� 2, � 72_fi8 96 2504.Fi03 HYDRANi EXT�NSf01�1 L1N FT $623_97 7 fl 0 $4_00 �'age 3 ttem ltem Description Units Ur�it Price Contract Quantity to Cu�renf Amouni to �O� Quantity Da#.e Quantity Date 97 2504.604 �" P4�:YSTYRENE IJ�iSL1LATlON SQ YD $29.57 40 22.4 7_Z $�62_37 98 2504_f08 DUCT�LE IRON �IT7INGS P�UND $2_4� 35�0 2907 882 $�,Q�S_87 Totais �or Sectioz� Schedu#e C- Water Main �mprovernents: $85,87�.gg Schedule D - Sa�itary Sewer )mprovemer�is 99 2503.fi01 SAiV#�A�Y SEWER BYPASS PUtVtPtt�1G LUM€' Sljllt� $0.01 � 1 i $0_Oi lfl4 25fl3_602 CO#VNEC� TO EXtSTINlG SANITARY SFW�R EACH $530_45 1� � 1 2 $5,834.95 101 2503_fiQ2 COlVNECT T� EXiST1NG MANHOLES (SAtV3 EACH $1,�30_00 5 4 � $qy�2� {3� ?02 2503_602 �ONN�GT T� EX1STlNG SANtTARY SE1i1lER SERViCE EACN $1s8.34 23 16 a $2,693_44 iO3 250�_fi02 8"X4" PVC V1/YE EACH $21 �_�2 23 3� � $3,595_84 104 2503_603 4" PVC P�f'E SEWER - SDR 2fi LIN FT $16.39 250 82 0 $1,343_98 105 2543_fiO3 TE�E1/fSE SA�l1TARY SEWER LiN FT $1_03 3000 � p ${3_pp 10f 2503_fit}3 8" PVC P�PE SEVIIE� - SDR 35 L!N FT $24. i 9 9 405 150� ? 2fi $3fi,309_ 19 107 2506_511 RECO�iST�UCT SANiTARY MAtVHOLES t�N FT �$20�.�3 30 33_4 25_4 $6,704.38 108 2506.516 CAST�N� ASSFMBLY (SANITARY) EAC�-{ $fi3�.fi6 �3 2 1 $�,2fi3_32 109 2506_602 �Nt1UI�i�Y SEA� (EXTERNAL) EACH $298.44 23 1� 1 $3,282.84 110 2�06.�03 COi�iS� 4$" QiA SAN SFWER MANHaLE Li�l �T $��9_$5 4S 42.77 0 $fi,4a4.53 Totats �or Section Schedule D- San�iary Sewer Improvements: $7i ,548_48 Ct�ange Order � � ) � 202 � _5(31 M08�LIZATiQN �i�MP SllM ($28,500.D0� 0_ 1 � 0 p $0_�� � 3 2 2104_�01 �2EMOVE SEW�R P�PE {SANlTAFZY} LIN FT ($2.as} 8Q q 0 ��_�� 113 2104_501 RE1Vl�VE SAl�tITARY SERVf�E PlPE Llt�! FT ($2.Ofi) fi0 0 0 $0_00 �14 2904.50� REMOVE CONCRETE CtlRB AND GUTT�R LI#�i FT ($3_��) �85 fl 0 $0_{34 11 � 23 04.5fl5 REMOVE 81Tt�Nl1NOUS PAVEMENT SQ YD {$1 _fl3} 200 0 � $a.pQ ��6 21t34_509 REMOVE STRUCTURE (STaRM} EACH {$3fl9_04) �# fl 0 $fl.0� '!'t7 2�fl4_513 S�1NtNG B�TUMINOUS PAVEMENT{FC3�L DEPTH� Ll#V FT ($�t.29) ��0 fl 0 $�_�a i i 8 24 Q4_fi�2 SALVAGE AND f2EiNSTAL� MAIL BOX EACH t$56_65} 2 0 0 $0_Q� i 19 2105.507 SUBGFZADE E�CCAVATIOiV {EV} GU YD ($9.27) �0 0 0 $O.Ofl ?20 2�05.522 SELEC� GRANULAR BORRaW tCV) CU YD ($9.27} �p p p $fl �� 129 21�5_525 TOPSO#L BORROW {LV) CU YD {$�_27} 45 Q f� $0.00 122 2211_50� AGGREGATE �ASE C�ASS 5 TON �$9.50) 70 t3 0 $0_00 �23 2232_501 Ml�t $1TUMltVOUS SURFACE SQ YD t$t3.9fl) 3500 Q Q $p_pfl 924 2350_501 �YPE LV 4 V1l�AR1(VG COURSE MIXTCfRE {B) T{3N �$58_04) 3$5 0 4 $0_fl0 125 23�0.502 TYPE LV 3 NON V�/EARiNG COURSE iVI1XTUR� (B} T0t�1 {$58_5Qj 2� 0 0 $0_0{� 126 2357.502 BITUMINQUS MATERIAL FOR TACK COAT �AILON {$1 _99 } 32Q 0 � $Q_00 12� 2506_522 ADJ�.IST FRANtE � RIN� CASTIN� ( SANiTARYj EACf-fi {$2�7_50} 2 p � $�_a� 128 25afi_522 AflJi�S� FRAME 8� Rfl�iG CASTiN� � STOFZM) �ACH {$257.50} 2 0 fl $0.00 129 253�_&03 CONCRETE ClJRS 8� Gl1�TER, SURI�O�}NTABLE L��1 FT t$14_42} 18� � p $Q.�p 73(3 2540.6a2 MAIt $�X {���t1PORARY) EACH ($8_24) Z Q 0 $0_#�0 131 2563.601 TRAFFt� COiVTROL LUM P St,lM {$1,�04.25) Q_ � � p �� �Q 132 25?3_530 STORM DRA[I�f IN�ET PROTECTi4N EAC#-i {$92_�0) 4 0 fl $O.aO 3 33 2�75_505 SaDD11VG TYPE LAWN SQ YD ($2.21 } �pp {� p $�.Qa i34 2104_521 SAiVAGE PfPE CU�.VERT LIN FT 4$10.30) 20 0 0 $�_00 �35 21Q4_523 SA�V�GE CONCRETE �iPR�1�i EACH {$�54.52} � p p $a �0 136 2501.57 � iNSTALL #�tPE CUtVERT L�N FT ($ � 8_ 13) 20 0 0 $0.00 137 2503.573 INSTAi.L CONCRETE APRON EACN ($257_�Oj 1 0 0 $0_00 i 38 2503.602 CONNECT TO �XtST�NG ST4RM SEWER EACH {$257_50) 2 0 0 $0.00 139 250s_502 CQNSTRUCT DRAtNAGE STRUCT�RE D�S SPECIAL {2'X3' CB) EACH {$555_25) '1 p {} $� pp i40 2503_60� CONNECT TO EXISTING SANiTA�Y SEWER EACH �$530_45� 2 p fl $� �Q )41 2503_fi02 CONNFCT T�O EXlSTtNG MANHOLES {SAN) EACH {$i,030.OD} 2 fl 0 $0_0� 142 25fl3.602 COiVNECT TO �XiSTiNG SAi�i�ARY SEWER SERVICE �ACH {$�s8_34) 2 0 0 $�_00 Pag� 4 Item No_ �tem �escription i}nits Unit Price Cor�iract t�uantity Qua�tity to Date Curr�nt Quantity Amount fo �ate i�3 2503_fi�2 8"X4" PVC V1�YE EACH �$2� 1_52) 2 {� � $p_p{y �44 2503_603 4" PVC PiP� SEWER - SDR 26 ��iV FT {$16_39) 20 0 fl $p pp 145 2503.603 T�LEVtSE SAN#7ARY SEWER LiN �T ($ t_03) 200 0 0 $0_QO �46 2503_803 8" ��(C PiPE SEWER - SDR 35 L.IiV FT ($24_19} 80 � 0 $0_00 147 2506.516 CASTI�VG �4SSEMBtY {SANtTARYj EACH {$631 _6f } 1 fl p $p.0d �48 250fi.602 CH�NlNEY SEAL (E�C�ERIVAL) EACi-1 ($298_�4) 3 0 0 $0_00 Totafs Far Change arder i: $p_p{� Change Ord�r 2 149 2�05.�07 S�iBGRADE EXCAVA�tQN (EV� Cl! YU $�.27 265 2fi5 � $2,45fi_55 i50 2105.604 GEQTEX�tLE FABRIC TYPE V SQ YD $9 _5� 186F 18fi6 0 $�,.g92_3p 351 22� 1_5�}1 AGG�EGATE BASE CLASS 5 TO�V $9_50 265 265 {� $2,517.50 Tota(s For Change Ord�r 2: $7,866.35 Change Qrder 3 1�2 21fl5_6fl1 �JCCAVA�ifllV SPECfA� 1 LIiMP Sl��vl $fi,500_fl0 1 i 1 $6,50fl_QO 153 2305_604 GE�TEXTt�E �ABRIC�1(PE V SQ Y�? $I_55 3334 3334 3334 $5,�fi7.70 �54 2239_50i AGGREGAT� BASE ��.ASS 5 T�iV $9.50 375 37� 375 $3,5fi2.50 1�5 94715 5% PRlME CON�RACT�R MAFZKUP �U[U�P SUM $761 _5 ) � l 1 $761 _�1 Totals �or Change Orde� 3: $15,99� _71 Pro�ect Tfltats_ $�39,471_i9 �'age 5 Pra�eci Payment Status Owner: City of Arden Hi�ls C���r�t Praject �Va_: C��ent Contra�� R�v.: Pro�ect N�.: �3177'� -02 �ontractar. �. �. Schifsky & Sons, �nc_ No_ Type CO� ��ange Qrder CO� �hange Qrder CO3 ��ange Or�der es �ate D�scr�ption 5I'� �/�0'� �� lV�ad�fied quant�#ies as part of projec� award. Arnount ($48,�69_�8j 7I9/2�10 �o�#�y the road section flr� Val�ntine �T �a ir���ude �eo#exti�e fabric, 4" additiona� $� 86�_35 depth of Subgrade Excavat�on, and 4" additionaf depth of agg�egate base materia�_ ' Mod�fy ��e road sect�fln of Valen�ine Avenue between Valen#ir�e Cres# Road and 814/2�310 Sr�el�ing Aver�ue to �0" of Class 5 Aggregate Base and Geatexti�e Type 5�abric $15,99� .71 �nder��ymen�. __ Char��e �rder �ota�s: �$24,3� '� _fl2} Pa ment S�rnma Na. ��o�n To Da�e Payment To#a� Date Payment � 5/24l201(� 6/2Q/2��0 $102,540.97 $�02,5�d.97 2 6/2112� � 0 7I� 5I20 � Q$24�,�1$.8 �$348,9�9.78 3 7I'�S/2010 8l13/2410 $163,�38_42 $5�2,498.20 Payment ��tats: $�12,498.2t� �'ro�ec# S�rnmary Ma#eriat Or� �and: Tota� Pa�mer�# to Date: i"ota# R�tair�ag�: To#a� Amoun# Earned: Retainage Total Per Pay�ent Retainage $5,396.89 $5,396.89 $�2,969.41 $18,366_30 $8,607_29 $26,973.59 $26,973_59 Tota1 �ayment Work Ce�ified Tota� 1/1Jork + Retainage Per Payrr�ent Certified $ � 07,937_86 $ � 07,g3�.8f� $� Q7,937.8f $367,32f _08 $255,388_22 $367,326_fl8 $�39,471 _79 $172, � 45.71 $539,4� � .79 $539,471.79 $�39,47� .�9 $4.Ofl $�� 2,498.2� 4riginal Contract: $2f,9�3.59 Contrac# Changes: $539,47'! .79 Revised Con#ract: $779,799.s7 {$24,311.02} $755;488_65 �'age b