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HomeMy WebLinkAbout4C, 2010 PMP Program - Payment #2i i � � i i � ��, E � I � N H LLS � � R f ' ' � e uest or Councll Act�on ; q ; ; ; � ; i , .,.........._,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,b,....,.,..,..,...........,.,...................,......,.........,...,..........,.........,.........,..............,.......,.,..,.........,....,...,......,..........,...........,.,....,,.........,...................,.......... .... ... .. .... . ... . . . . ... ... ... . ... ......................._.....................................,.,...............,.. 1 i � Prepared By: Kristine Giga ; Council Meeting Date: July 26, 2410 I ! i 2010 Pavement Management Program Payment #2 Budgeted Amount: Actual Amount: Funding Source: $1,102,000 $990,310 PIR, Enterprise Funds, Special Assessments Recommendation: Motion to approve Change Order #2 and Payment #2 to T.A. Schifsky and Sons, Inc., of North Saint Paul, Minnesota, in the amount of $24d,418.81 for the 2010 Pavement Management Program. Supporting Documents: • Memorandum dated July 26, 2010 from Civil Engineer Kristine Giga • Application for Payment #2. �� HILLS MEM(}RA�DUM DATE : �o: FRQM : SUB�ECT: July �6, 20 � 0 Honarable M�yor a�d City Caune�I Members �'atr�ck Klaers, City Adminis�rator Kristine Giga, Civi� Engineer 201 U P�ve�nent M�nagement Prog�am- Payment #2 Back�round �e City of Arden �i�ls av�arded �F.A. Schrfsky & Sons, Inc., af North Saint Paul, 1V�innesota, the 2Q� Q Pavement Management Pragrarn �'rojec� on May 10, 20� Q, far a total contract amaunt a� $73 �,630.59. Discussian T�is pay request includes wQrk comp�eted thro�gh J�ly 15, 20� 4. T�e payment is fQr $246,4� 8.81 and �ncludes san�ta� sewer and �ater main ir�stal�a�ion on Valentine �venue; water main i�stallat�or� ar�d subgrade preparat�on an �alentine Court; eurb ancl gutter construct�on base course paving and turf restorat�on on Valenti�e Crest Road; ar�d spot curb rep�acement and wear course pa.ving on �atie Lane and Katie Court. This pay rec�uest also i�cludes Change O�der #2. Change �rder # 1 was the elimznatian of Janet Court �rom �he projeet, reducing the contract arr�ount by $48,169.08. The software be��g util�zed to n�anage this contract recognizes the change �n �he eon�ract as a change orde�-. �'h�s action was appra�ed wi�th the a�vard of the praject on �ay 10, 2Q14. Change Order #2 includes the car�stru.ctior� of a�hicker raadvvay sectior� on Va�entine �ourt. The soi�s an Valentine �ourt consist of clay mater�a�s. Whe� ca�ditions perm�t and sails are not �a.tur�ted, a roadway can be construc�ed on these types of materials. There have been seve�al s�gr���cant rain events this year, which saturatect �he soils on t�e site. Due ta the wet eond�tions, the �n-place soils were not ach�ev�ng the required eompact�on needed to construct a road. After reviewing the canditians with �he soils eng�neer, Stork Twin Crty Testi�g, i� was determined that the �nost time and cost- ef�eet�ve �ne�hod to p�epare the raadway was ta remove ar� additional 4" of t�e existing so�Is, and increase the aggregate section fronl8" to 12". A geatextile fabric was also placed ta provide separation betv�een the subgrade soils and the aggrega�e base. Gity Counci� IVleeting \�Metra-inet.us\ardenhills�PR&PW\Engineering\Couneil_Actrans\2414\7-26- l QMemo_20I OPMP_Paymer�t#2.c�oc Page 1 af 2 Change Order ##�, $7,866.35, �ou�d be funded usi�g PIR funds ar�d speclal assessments. A 4% eon�ingeney was �ne�uc�ed ir� ca�cu�ating the assessme�� rate, which �s ap��axirnately $24,500. This change o�-c�er amount falls within the eont�ngency. Financi�l Implications The follow�ng brea�dowr� �hows the fundin� sou�ees and a�noun�s for Pa}�rr�ent #2: Funding Souree Amount PIR $ 145�4�5.04 Surface �ater 1Vlar�agement $ 12,792.37 Sa�itary Se�ver $ 36,706.72 Watern�ain $ 5 � ,454.69 Tatal � 246,418.81 Counc�l A�tion Requested Approve �hange 4rder #2 and Pay�nent #2 �o �'.A. Schifsky & Sans, Inc. �n the amount- of $246,418.81 for the 2010 Pavement Management Program Project. City �ounci� Meeting \\Me��-Q-inet.us\arder�ills�'R&PW�Engineering\Counc�l_Actions\2Q I 4\7-26-1 OMemo_24I OPMP_Payment#Z.doc Page 2 of 2 __._. _ �� k��;��:.����:��������� ;�,��� � Owner: Ci#y a# A�de� Hii�s 1245111iest Hig�way 9fi Arden Hills, �N 551'� 2 For Per�od: �/211201 a to 7I15/2U1 f3 C��#rac#or: 7. A. Schifsky & Sons, lr�c. 2370 �ast �wy. 36 Nort� St. Pa�l, �I1N 5�9 09 Pay Voc�c�er �RDH - 20� 0 Paue�en� Ma�age�nent Pro�ec# Cfien� Cont�ac� �Vo__ Project No. _ a177'� -02 �E�en# Pro��ct �Vo.: �ate: 712112Q10 Req�est No.: Z Pr�ec#._S�tmma� '� arig�nai Cor�#ract Amount $�79, 799_�7 2 Contract Char�ges - Addi�ion $�,g��.3� 3 C�ntract Ci�anges - Dedc�c#ion ($48,�69.fl8} 4 Revised Contract �mour�t $7�9,496.94 5 Va�u� �orx��leted �o Date $�f 7,326_�38 � �/tateria� on Hand $� _ 00 7 Amount Earne� $367,32�_08 8 Less f�eta�r�age 5°l0 $18, 3�6.30 9 ���tota� $348,959.78 '� 0 Less �rno�n# Paici P��viously $1 �2, 54Q.9� � � ��q�ic�ated Dan�ages $0 _00 �2 AN#O�f�� DUE TH�S �'AY �OUCHER N4. 2 $246,4� 8_$� Tl-�1S �S TO C�RT��Y THAT T�-fi� l�EMS OF W�RK SH01N� 1N T�1S CERT�FiGA�E O� �'ART�AL �'AYNIE�IT #--�Ait� BEE�V ACT�A��Y FIN�SI-�Efl �OR THE VIlflRK �0�1ilPRlS#NG T!-�� A80VE �E�lTlO#��� P#�OJE�TS �I� ACCOi�DANCE �I�H T#-�E #'LAf�1S AND SPECI.�ICATI�NS H�RET4�ORE APPROV�D. Recornrnendecf for Approva! by: 1I�S8 & Associates,lr�c. Approved by Can�rac�or: T. A. Schifsky & Sons, �nc. Specified �ontr�aci Corn�#eti�n �ate: 513�/20� �_ Construct�on Observer: Approved by C�wner. City of Arden Nills �}ate: Comme��: Project lU1a#eria� Sta#c�s �#er� ltem Desc�iption U�t�ts Unii #'ric� Contcaci t�uantity to Current Arr�ount ta No. Quantity flate Quart#ity Date Scfiedute A - Street �mprovemen#s 1 202� _501 �Vtfl81��7�►TiON �t�MP SE�M $28,500_04 1 0.5 0_25 $14,25�_00 2 2�0�_fi05 CLEARliV� AND GRii�81NG ACRE $7,2�U_�0 fl_7� Q_92 0 $6,fi3320 3 2�t�4.�Q1 R�MflVE WATE�? MAt�V L1N FT $3_Q9 730 fi23 642 $1,925_07 4 2��4_�fl1 REMOVE SEV�lER PI�� {STORM} L�N F�' $�.15 25� a 0 $0_00 5 2104_�01 R�M�VE SEWER P�PE {SANiTARY) ���V FT $2.06 �405 1375 8�3 $2,83250 fi 2�04.5�i REMOVE SA�l�TA�2Y SERVICE PIPE L1N �T $2.06 800 89 79 $�83.34 7 2104.501 RE!!liOV� �ANNC3LE tSAf�ttTA�Y) ��N FT $30.9Q 75 4�#_2 28.fi5 $�,3fi5.�8 8 2�04.50� RElUtO'1/� CONG�2ETE CL1RB A�ID GUTT�R tt�t �T $1.85 2�� 312_5 259 $515.63 9 2� 04. �43 fZEMOi/E. R�TAtN��1G UVA��. SQ � $6.18 120 0 0 $Q_�0 10 2104.505 RE�VlOVE CQNCRET� PAVEMEt�tT SC� Yt� $2_Ofi 445 3'! 3_2 �#�.7 $fi45_ � 9 �1 2��4.505 REMOVE BiTUM�1�I0US PAVEM�NT SQ YD $�.�3 962Q 93$0_1 590 $9,661_50 �2 2�04_505 RE�Vt4VE CONCR�TE VAt�EY GUiTER SQ Yfl $4.12 15 0 0 $0_00 13 2�04_509 REM�V� HYDfZA�fT ASSEMS�Y E�1Cl-i $154.50 7 4 2 $6�8_00 �4 21a4_509 REMOVE �ATE VALVE 8� BOX EACH $�03_�0 �4 6 4 $�18_00 15 2104_509 R�MflVE STRU�TL�R� (STt3RM) �ACN $3U9_00 4 0 0 $O.OQ �6 2�04_5�9 R�MOVE GATE VALVE SOX EAC� $��.50 1 2 2 $103.00 �7 2104_�19 SAWiNG C0�ICRETE PAVE111�EIV� ��UL� O�PTi-�} UN FT $2.�6 2fi0 �80 127_5 $374_80 �8 2�04_��3 SA1t1/1NG BtTUM1NOUS PAVEiVtENT (FUtL DEPTH) LtN FT $�_23 � 17fl 67.25 67_25 $86_75 't9 2104_523 SALVAGE CASTI�IG EAC� $1fl3_00 16 �4 6 $1,442.�0 20 2104.601 SALVAGE AND REtNSTALL LAlVDSCAPE STR�CTURES �.CIMP SI�M $2,0�0_00 � 0 0 $0_QO 21 2104_602 SALVAG� AND REtNSTA�L NlA1L 8OX EA�H $56_S5 32 0 0 $0_00 22 2� 04.603 ABANDON WATER N1Al�i Lti�1 F� $1.03 42{3 � 0 $0.00 23 23t�5.5U� CC3MtViON �XCAVAT�ON �P) CU YD $8.fl3 fi000 2795 1U80 $22,443_8� 24 2�0�_�07 SUSGRADE EXCAVATlON (EV) Ct� Yf� $9_27 fi00 347_� 81 _7 $3,222_25 25 21a5_522 SELEC�" GRANU�AR 8C3RROVV {CV) C�1 YD $9.27 600 347_� $�i _7 $3,222_25 26 2��5_�25 TOPS01� BORR4W ��V) �U Y� $�.27 1250 120 120 $ �, i 12_40 27 214�_601 DE�IVATER�NG LUN�P SUM $Q_01 1 0 0 $0_00 28 2�Ci5.s�4 G�OTEXTIL� FABRiC TYPE i SQ YD $2_06 31 � 0 fl $a.00 29 � 1fl5_f 04 GEOTEXTILE FASRtC TYPE 1V SQ YD $S_ 17 25 0 0 $0.00 30 2�t{�5_607 � 112" CLEAR ROCK TO1V $12_38 150 79.29 �2.4 $980_02 31 22 i 1_501 AGG�EGATE SASE CLASS 5 TflN $9.50 530fl 3307_96 9 888_75 $31,42�_62 32 2232_501 Mftt 81TUMiN�US SURfAC� SQ YD $0.90 11fi00 735� � $6,�15.00 33 2331.f03 SAWED/SEALED JOI�i� ��N � $� _85 2200 a 0 $0.�0 34 2350_5Q1 �"Y�'E LV 4 VIIEARifVG CO�IRSE MiXTllRE �B) TO� $58_00 2245 862_41 8C2_4� $50,019_78 3� 2350_502 TY�'E L� 3 NO�i VIIEARi1�lG CDURSE MIXTi�FZE (B) TON $58_50 �010 374_35 374_95 $21,934_58 36 2350_503 TYPE tV 1NEARING COt1RS� MIXTURE FOR DRtVE111lAYS SQ YD $�2_88 600 192_3 112_3 $1,44fi.42 37 2357_�(l2 SITUMiNOUS NtA�ERIA� �OR TAGK C{jAT GALLON $1.9� 9445 475 475 $907_25 38 24� �.6� 8 MODUTAR $L�C�C RETAft�ItNG WALL SQ FT $30_90 120 fl 0 $�_00 39 25D4_sfl2 ADJ�JST GATE VALVE AND 80X EAC� $180.27 $ 4 4 $721.08 �0 2506_522 AD.iUST FRANIE & RiNG CASTII�IG � SAN�TARY} EACH $257.50 10 9 9 $2,317.50 49 2�06_522 ADJI�S� FRAM� & RlNG GASTfNG ( STOR1�l1) EA�#-i $2�7_�0 2 0 0 $fl_00 42 25� �_�0� F�AND011� R�Pf�A�' CLASS �I! C� YD $72_10 25 0 0 $Q_04 43 253i.501 CONC�ETE CURB &��TTER OESIGN 8�18 LiN F� $�.f0 �225 i�94_5 1794_5 $15,432_70 44 253� _��� fi" �C�NCRE�E D#�Z�VEVI�AY PAVEM�NT SQ YD $3�_Q8 445 0 � $0_00 �5 253�_8�3 7" CtJi�iCRETE VA�L�Y GUTTER UN FT $2fl_60 65 6� C� $1,256_60 46 2533 _6�3 CONC�ETE CUR$ & GUTTFR, SLiRMOUNT�BLE �i�t F�' $14.42 25fl 259 259 $3, 734. 78 47 2�31 _�03 CONCR�TE RtBB4i�i C�RB L�i� FT $� 2.$8 115 0 0 $U_OQ 48 2540_602 �11Ait BOX (��Mf'O�ARY) EACH $8.24 32 28 0 $230_72 49 2563.601 TRAFFlC CONTROL LU�1/lP SiJ�11! $1 T00425 1 0_75 0.25 $753. � 9 54 2564_531 S�GN PA�l��S TYPE C SQ FT $29_87 15 0 Q $0_00 1te� lie� Descript�on Units tinit Pr�ce Contra�# Quantity Cur�ent Amoun� to No. Quan�ity ta flate Quant�ty C�ate �1 2564_fi02 SALVAG� AN� #2€tIVS�'A�� S1GN EAC� $�1.50 16 4 0 $�.Op 52 257�_50i CONIF�R�?US �REE 8' H� 8�8 TREE $437_75 4 0 0 $fl.00 53 2571 _��2 DECi�U{3US TREE 2.5" CAL B&8 �'R�E $463.5� 4 0 0 $0_�0 54 257�t_507 �'E€�ENNtAL -#� P�?T P�ANT $14.42 18� 0 fl $0_00 5� 2573_502 SiL.T FE�fCE, TYPE H�AVY DIiTY L.tN �T $'I _34 850 547 0 $732.98 5f 2573_530 STORM DRAl1V 1NLET PRt}TECT�Q#�i EA��-i $92_70 24 11 2 $1,(� � 9_70 57 2573.fi02 �'Et1�lPORARY R4CK C4tVSTR�3CTION ENTRANCE EAC� $�� 5_00 2 0 0 $�_�fl 58 25�3_fifl3 81C3ROLL LIN FT $6.�8 50 �38 0 $852_84 59 25�5.502 SEED �VIiXTURF 310 �QUND $20_Sfl 30 0 0 $0_00 60 25��_5�5 SC)DDIN� TYPE �AVi/l� SQ YD $2_21 fi100 13 � 2 � 3� 2 $2,899. 52 61 25i5.523 EF�OS1�t� CONTR�L BLA�lKETS �AT�GORY 3 SQ YD $0.98 15�0 U Q $p_(ip fi2 257�_550 PtAl�i- BEDD�NG �1IlATERIAL C�,.! YD $25_75 150 0 0 $U.00 fi3 2�75_fi0�# MULCH �iI�A�ER�A� TYPE fi SQ YD $3.fl9 40 0 0 $0_00 To�afs �or Section Schedu�e A-�treei lmpr�vements: $2 � 4, 531 _ 79 Schedule 8- Storm L3ra�na�e lmprovements �4 21fl4.521 SALIIAGE �'iPE CULIJ�RT ��N �T $��.�0 20 0 � $0_40 C� 2104.523 SA�VAGE CONCRETE A#'RON EAC�f-� $154.�2 1 0 � $0.00 fi6 250�.515 �8" RC PIPF A�R�1� W1�H TfZAS�-�! GUARD EAC�-i $732.93 2 0 0 $�_Oa s7 25fl� _5� � 27" RC �'tP� AP�ON WiT#� TRASH �I��RD EACH $1,2�5_fi7 2 fl a $p.Op 68 250i _5i � tNSTALL PIPE �UtVERT LiN FT $ 9 8.13 �0 Q fl $0_ 0� fi9 2501.5�3 iNSTALL CONCRETE APRON �AC� $257_50 � 0 fl $fl.00 74 25Q2.52� 4'" PVC P�PE URAI�V LiN FT $�3_99 250 0 0 $fl_00 71 2�02_�41 fi" PER� PE P1#'E D�A1N i�N FT $6_90 25fl0 729 729 $5,fl30_ 10 72 25fl2.60� 6" P�C Pif'E DRAilV CLEANflUT EACH $255_f5 5 0 0 $O.OQ 73 �503.541 15" RC P�PE SE1/V�R D�S�GN 3005 CLASS V L�i�# FT $2�.96 390 116 0 $�.243.36 �4 25�3_541 �8" RC P1PE SEWER DESiGN 3QOfi CLASS i�i Llt�t �� $31.37 35 0 Q $Q.�� 75 2503_541 2i" RC PtPE SEV1/ER �ES�Gt�! 30�6 CLASS iti �tN FT $30_90 170 0 fl $0.00 7fi 2�Q3_541 27" RC PtPE SEVt/EFZ DESI�� 3f�06 CL�S� 1�i ��N �T $42_89 40 fl 0 �4_00 77 2�(�3.6Q2 CO�#��CT T� EXISTiNG STQRN! SFVIJ�R EACH $257.50 3 0 0 $fl.OQ 78 2503_fi02 CONNEC� �i�ITO �XIST�#VG DF�AI�IAGE STR�CT�RE EACH $412.00 1 1 0 $4� 200 79 250�_�01 CONSTRi1CT ORAIt�AGE STR�CTURE DES�GN 48-4020 Li#�I �� $474.83 32 13_24 � 3_24 $fi,28s.75 80 2�06.�0� C{?NSTRUG� DRAINAGE STR#.�CTEJR� DESIG#V 6�-4020 L!N � $290.�3 � 0 C� $O.pp 81 25fl6_502 CflIRiSTRUCT t3RA1N�GE ST�ZUCTURE f?ES SPEC�AL (2'X3' CB) EACi�-�t $555_25 S 1 0 $555_25 82 2�06.5�6 CAST�NG A5SE�1/�SLY {S�O�M} EAC� $537_20 10 4 4 $2,948_80 Totals For Section Sc�eduie 8- S#orm Drainage lmprovements: $17,678.26 Schedu�e C -1llrater Allair� lmprovements 83 2504.601 TE�PORARY 1t�/ATER SERViCE Lt�MP SU�I# $3,�90.00 1 1 t3 $3,�90_00 8� 2504.6Q2 CONN�C7 TO EX�STtNG VIIATER MAI�V EACH $866.�1 8 3 2 $2, 599.53 $� 2504_fi02 �" COFZP�R�1T�Ol�i ST�F' EACN $� 93.71 9 4 1� 3 0 $2, � 3fl.81 86 2�04_fi42 6" �GATE VAtVE AND BOX EACH $954_58 7 5 3 $4,77'2.94 87 2504_fi02 12" GAT�E VALVE AI�iD 80k EACi-� $2, 247 _0� 2 3 � $f , 74 �_27 88 2504_fi02 12".X� 2" V1/E� T�iP �.AGH $4,838.95 1 0 0 $O.OD 89 2504_fi02 �" CUi�B ST�P & BOX EACH $2 � 5.94 � 4 10 10 $2,15�_40 90 2504_602 HYDRANT ASSE�VlB�Y EAC#-� $2,563.�3 7 4 2 $10,254_92 9� 25fl4_602 fi" GAT� VA�VE BflX EACI-i $289.fl2 � 2 2 $578_�4 92 25fl4_6fl3 �" TYP� �( C4PPER PtPE ��N FT $2a_�9 450 � i 0 4�� $8,44 �.90 93 2�D4.6fl3 f" VIlA�ER MAtIV-flUCT �RON CL. 52 LtN FT $35_94 140 79 58 $2,839.26 94 2504.fi�3 fi" �/1/ATER MAIl�I-PVC C900 " �i�I �T $i4_7i 540 525 52� $7,72275 95 2�U4.603 i 2" WAT�R MAIN-PVC C900 L1tV FT $2fi_52 480 385 385 $ a 0, 2 � t3.20 96 2504_fiO3 t�YDRANT EXTENSlOIV L!N FT $623.97 7 � 0 $a.00 item I#ern Descript�on Units Unit Price Con#ract Quantity C�trrent Arr�our�i to �fl. Quanti�y ta Date Quant�#y Da�e S7 2�04.fia4 4" POLYSTYREI�l� tNSU�A�'10�1 SQ YD $29_57 40 �5.2 3_f $449_4f 98 25�4_s08 DUCTILE 1�ON F1TTli�#GS POU�D $2.4� 350� 2025 �875 $4,88Q_25 Tota�s For Sectio� Scfi�edu�e C- Water N1ain improverrier�ts: $fi6,870_69 Scheduie D- Sanitary Sewer Improvernen#s 99 2503_601 SANITARY S�lVER BYPASS PUMPIAiG LUMP SIJM $0_�1 1 43 Q $0_Ofl � 00 2503.602 C�NIVECT Tfl EX�ST�f�iG SANITARY SEV1/ER EACH $53Q.45 15 9 3 $4, 774.05 101 2503_S02 C{.�NNECT �fl EX�STING iU�A�iHO�E� (SAI�I) EACH $1,�30_00 5 3 2 $3,09�_00 102 25t?3_fi0� CO�Vi�IEC� Tt� EX�ST��1G SANfTARY SE�JVER SERVtC� EAC�-{ $1F�8_34 23 i� 14 $2,fi93_44 �fl3 25t�3.602 8"X4" PVC 11�1�(� EACH $29 �.52 23 17 � $3,595_84 � 04 25�3.6�3 4" PVC PIP� SEINER - S�3R 26 LtiV FT $16 _ 39 2�i� . 82 64 $ i, 343.98 105 25U3.603 TELEVlSE SAN{T�RY SEV1lER �tIV FT $1 _fl3 300� Q 0 $fl_Op 1Qfi 2503.603 8" PVC PfP� S�1NER - SDR 35 �#N �T $24_ 19 14Q5 1375 873 $33,2fi1 _25 �07 25�fi_5�1 REC�NSTRUGT SAl�ItTARY �/IANHOLES L#N FT $200.73 30 8 8 $1,�Q5_84 i08 2506_51f CAS�!l�tG ASS�1V18LY�SA1VtTARY) �ACH $63�_&6 73 1 � $fi31_6fi � 09 25ti6.6fl2 CN�lVINEY SEA� {�XT�Rt�lA�} �A►C�-i $298_44 23 14 10 $2,984.40 1�fl 250fi_603 C��1ST 48" DtA SA�i SEWFR iil�ANi-f�LE L1N FT $149.fi5 46 42.77 27_9f $6,400_53 Totais For Section Schedule D- Sanitary Sewer tmpro�emen#s: $6�,38t3_99 Change �rder � ��� 202�_��� n�oB��tza�rio�v L��� sv� 4$28,50�.00; o. a� o o $o.00 ��2 2�04_5a1 REMOVE SE1NE#� P�PE (SAiV�TARY} L�� FT �$2.00� $0 0 0 $0_00 1�3 21fl4_50� RE�1df011� SANITARY SER1ilC� PtPE ���1 FT {$2.Q6} f0 0 0 $Q.pQ 114 2104.5Q1 REMOVE COf�CR�T� CURB AND GUTTE€Z �#�i FT {$ �.65) 185 0 0 $0.00 � 15 21 Q4_505 F���VIOVE B1�t�iV11N�US PAVEM��iT SQ YD �$1 _03} 200 fl 0 $0_00 1 iC 21�4_509 REN�OVE S�RUC�"URE (STt�R1111} EA�k-� ($309.00} � 0 (3 $0_00 117 2��4_513 SAWiNG B1TUMiN4US PAVEMF�iT {FEJi.L DEP�N� L1� F� ($�.29) 150 0 0 $0_00 � 18 2104_602 SALVA�E ANfl R�t�fSTALi M/�iL B�X EAC� �$56.fi5} 2 t� 0 $fl_�0 1 i 9 2�05_507 SUSGRA�� E.X�AVATiOi� {�Vj CtJ Ya {$9_27} 50 0 0 $0_00 �20 2105_522 SE�ECT GRANIlLAR 80RROW (CV} CU YD ($9.27) 50 0 0 $a.00 121 2�05_52� TOPS0IL BORRflW {�Vj C�l YD ($9_27) �5 0 Q $0_fl�3 �22 229i_�01 AGGREGAiE SAS� CLASS 5 T�IV �$9.50} 7t� 0 � $p_QO 12� �232_50� MI�L B1Tt3M1NOilS St�RF�GE SQ YD {$Q_90) 3500 0 0 $0_00 �24 2350.54'! TYP� ��! �41lUEAl?!�G ��URS� (VI,X�UR� �8� ��;ti i$58_O�j 385 � � �;�_�� �25 235fl.502 TYPE LV 3�ON WEARti�G COU�ZSE M�XT�R� �B) TO�t {$58.�Oj 25 � � $0_00 � 2fi 2357.502 B�TUMINOIJS NlATEfZ1AL �OR TAC� CQAT GA�.LON {$ �:91 } 320 0 � $Q_fl0 127 25fl6_522 �aJUST FRAME & RlNG CASTtNG ( SANITARY} EAC� {$257_50� 2 4 � $0.00 �2$ 250C.522 AD.�t3ST �RA�t1E & RING CAS��NG ( STOfZ1V1) EACH ($257.50) 2 0 0 $p_p� �29 2531_ffl3 COIVCRETE C�.lfZB & GUTTER, StiRMOUNTABLE �tN FT f$�4.42) 1g5 Q � $p_flp 9 30 2540.�02 MAi� �30X �TEM�'ORARY) EACH ($8.24) 2 0 0 $o_oa �31 2563.601 Ti�AFFtG C0�1�ROL �UMP SUN! {$i,004.25) 0_ � 0 U $0_00 132 2�7'3_53Q ST�RM DR��N 1�t��T �'Rt�TECTIOi�t EA�H t$92.70) 4 0 0 $0.00 �33 2�75_505 SO�Dtt�tG T�(PE LAWi�i SQ YD {$2.2� j �4fl a 0 $0.00 �34 2��4_52� SA�VAGE �'�PE CU�VERT L�N �T (��Q_3�3) 20 0 0 $0.�0 �35 21Q4_523 SALVAG� CC3�lCRETE �PRO�I EACH �$�54_52) � 0 0 $0.00 i 36 2�01.57 i�NSTALL P�PE CU�V�RT ti�! FT ($18_ 13) 20 0 0 $0. �0 �37 25fl1_573 INSTALL CONCR�TE APROld EACH ($2�7-50) � 0 0 $0.00 �38 25{�3_602 CONNECT T4 EX�STlNG STORM SEWER EACH {$25i_50) 2 0 0 $0_pQ 139 2506.5fl2 CONSTRUCT DR1�tNAG� STRtJCTURE DES SPECiAL {2'X3' C8j EACH t$555.25} � 0 0 $O.OQ 1�0 2503_S02 CflNNECT �O �XtSTt#�1G SANlTARY SEWER EACH ($530.45� 2 0 0 $0_00 't41 2503_6�2 CO�INECT �O EXiSTING 1�l�A(vHflLES {SA1�f) EAC#-� {$ �,030.00} Z 0 0 $0.00 ��2 25�33.602 CC)NNFC� T� EXaSTl1dG SANfTARY S�VVEl� SERVI�E EAC�-1 ($168_34) 2 0 � $0.00 t#em No_ Item Descrip�ion Un�ts Unit Price Contract Quantity Quantity to Date Current Quantity Amo�nt €Q Date � 43 2503.6Q2 H"X4" PV� 'IJVYE �ACH ($21 �.52� 2 0 0 $O.Ofl �44 2503.s{i3 4" PVC PIPE SEV1/ER - SDR 26 L�� FT ($16_39} 20 fl 0 $fl_0� 145 25(33_fiO3 T��EV�SE SAtVi�ARY SE�/V�R Lll�i FT {$1 _03) 2(}Q 0 fl $4_�0 146 25Q3_fiO3 8" PVC P1P� SEIIVER - SDR 35 �.1N fT ($24. � 9� 80 0 Q $p.p� �47 2506_5�6 CAS�ING ASSFMgLY (SA�lTARY� EACH ($63�.�6} 1 p p �p_pp � 48 2506_6�2 CH�Mi�EY SEA� (EXTER�IA�) ��CN {$298.44� 3 0 0 $0_00 Totals �or Change O�de� � : $0_�p Gt�ange C3rder 2 149 2105.5Q7 SUBGRADE EXCAVATION f�V) CU Y� $J_27 265 2fi5 2C5 $2,�45f�_55 150 21t3�_�04 GEOTEX�iLE FABRlG TYPE V S� YD $1.55 �866 i886 38fifi $2,892_3� 1�1 22� �.50i AGGREGATE SASE CLASS 5 T�id $9.�0 265 2�5 265 $2,5�7_�t� Totais �or Change Ordef 2: $7,886_35 Project Tota�s: $367,32fi_0� Projec# Payrr�en# S#a#us Ow�er: C�ty of Arden �-1i�ls C�ien� P�o�ec# 1Vo-: C�ient �ant��c� [�o.: Prolec� No_: �'� 771-fl2 Cont�ac�or: T. A. Sc�h�fsky & Sons, l�c. Contract Cha �lo_ Type CO� Change Or�ier C42 C�a�ge Order Date Descriptian Amou�t 5�1�120�� Nfod�ed quantit�es as �ar� af �ro�e�t avvard. �$48,1 �9.Q8} Modify tfie road section on Vaie�t�ne C� �o in�#ud� geotext��e fabric, 4" 7I�I201 Q a�dit�anal deptl� of Subgrade Excava#ion, and 4" addi�iona� dept� a� a�gregate $7,8ff .35 base materia�. C�ange Qrder �ota�s: ($4�, 3C�2.�3j Pa ment_Sc�mma_ _ �o. ��o�n To Da�e Pay�nent ���at Retainag� �atai Total Vi/ork Tota� W�rk �ate �ayrnent Per R�ta�nage Payrr�ent + Cer�ifiied Per Certifed Payment Re#a�r��ge P�yr�er�# � 5/24I2410 �I2�120 i 0$� 02, 540.97 $� 02, 540.97 $�, 39�.89 $ 5, 39� _89 $�� 7, 93 7.86 $107, 937. 8fi � 1�37, 93 7.86 2 6I21l2010 7115/2410 $24�,4�8.8� $348,9�9_78 $12,969_41 $�8,3�6_30 $3�7,3�6.08 $259,388_22 $367,32�.08 � Payment To�als. $348,959.�$ $18,3f6.30 $367,326.{�8 $3�7,32�_08 �raject _Surnrr�ary Material On Nand: To#al Payr�en# to Date: �o#at Reta�nage: iotat Amaunt Earned; $0, 00 $348,95J.78 tir�ginal Contract: $18,365.30 Co�tract Changes. $3fi7,326.�8 Revised Contract: $779,7�9.67 {$4{�,302.73) $739,�96.94