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255144 OR161NAL TO CITY CL6RK 2'5�14 ,4 CITY OF ST. PAUL FLE NC�� NO. ' OFFICE OF THE CITY CLERK C ION—GENERAL FORM COMM SS�IONE RO e M CO i11$ ATF '�IEREAS, Additions which might prove tc� be aecessary in the Zmprove�ent desc�ibed as I�aprovement of Streets, Alleys and Sidewalks in CENSUS TRA+CT 9 & 10, Contract A, Co�ptroller's Contract L-9002, City P'roject No. 69-G-1889, Barton Contracting Coe�pany, Contractor, hane bee�a pro�ided £or in tbe Specif ications, and 'WHSREAS, It has been fo�nd necessarq to make the following Additions: ADDTTIONS �1s per attached Contract Change Agreement No. 2 and the attached Schedule $48,151.00 r and ( Wf�REAS, The total additio� is $48,151.00, and the Conmissioner of Pt�blic ' Siorks has agreed with th� Contractor that the affiount of $�i8,151.00 is the correct sum to be added to said oontract, therefore be it RESOLVBD, That the Citq of St. Paul through its Citq Council approves the foregoin� additions made in aceordance w3th the Specifications in the sum ef $48,151.00, said ��t to be added to the lump sum consideration naaed in th� contract, knovn as Coffiptroller's Contract L-9002, and which amount is to be financed as follows: Census Tract 9 and 10 Fund 3016 $32,100.67 1968 Capitml Imprc�venent Bond Fund 9068-001 $16,050.33 fORM APPROVEQ CORPORATtON COUNSEL' AUG 3 197� COUNCILMEN Adopted by the Council 19— Yeas Nays Butler AU G 4 �97�� .� � A ove�1 19— Levine Tn Favor M..rsv�wr.:r 1 ' Sprafka {� yor ? A gainst : Tedesco PUBLISH��- `� UG ? �1,,� Mr. Preaident, McCarty a ; �� - . 2�5 �� , ,r..�._, �, CITY 0� SAINT PAUL - DEPARTMENT OF PUBLIC WORKS ��4 � COhTRACT CHANGE AGREEMENT I�?0. 2 � PROJECT N0. 69-G-1889 CONTRACT N0. L-9002 CONTRACTOR Barton Contracting Co. PROJECT DESCRIPTION Improvement of Streets. A�,1e,ys and Sidewalks in CENSUS TRACT 9 � 10 Con'��as..� A In accordance with Section 95 of the Charter of the City of Saint Paul, the Commissioner � of Public Works has agreed with the Contractor that the basis of payment and prices for items listed in the changes described below, not otherwise included in the contract, are ; the reasonable costs of those items for additions to, or deductions from, the contract. ADDITIONS Additions as per attache3 agreanent between the Contractor and the City of St. Paul Construction Engineer, said agreement having been appmved by the Housing & Urban Development region off ice. Total as per attached Contract Change Agreement No. 2 - $48,151.00 p E � The above additions are to be financed as follows: Census Tract 9 & 10 Fund 3016 $32,100.67 Cepital Improvement Bond Rund 9068-001 16,050.33 � $48,151.00 F � {� f • � J �! ��J�t� �� f/ E�� . �.. a.'Tr �y /� �/�' Iy�,�/ �f��, `� 7 ' � r � �t t, /1�'. C•'a/�'�-� � / ! �l. 19 Egi�, ,?�lefald &� Associates, nco � .. � f , � f i i � 4 ��L' - �� l��fr-{� � � 19 � / _�arton Contr.acting Cor�any ' �j C nstructian �nginee� Contraetor ! J ° �J /'� ; I ,,/�� /„�,� / p ,`��`',/I�/ //�� 1 � � '��. I'/ - ,/s-�r.l_�i�' !'"��Wti�19� Dy�r� .Zr' `f �'�i,//l 19 �/ Ch e En�ineex' ` r y " ,1 i�`-� `�Ch," .?,r.�a.� '�.'.� 19� ',, ,�,...A.-�/� � � � 19� ommi sioner Compt�oiler �� l��,v--- 0 riginal (White) Duplicate (Canar.y) Triplicate (Pink) Quadruplicate (Blue) To Contractor To Accounting �iv. To Comptroller To Engineer 4-LL-/ i ° KAw ,.':j ' �� . • 1. CHANGE OROLR - NO PROCEEO OROER NECESSARY, TiME NOT CHANGEO. . _ , � :- . - _ _ BARTOt� COt�TRAC7INC coMPat�Y, CONTRACTOR AP�i � 22, 1971 10300 g9TH AVEh1UE PlORTH CENSUS TFtACT 9 Fr 10 OssEO, M�r��ESOTA 55369 69•G-i8g9 . . CHANCE OR�ER �l0. 2 � GENTLEN�EW: � . IN C�NNE�TiON WlTFt CONTRACT N0, 9002� DATED OCTOBER 2�� 1969 FOR IMPROVEK�EiJT OF STREETS ALLEYS� SlOEWALI(S AND STORM 3EWER5 AT SITE Of PROJECT NO. 6�-G- ��g� C ! TY OF ST. PAUL� MI f�iVf50YA� THE FOLLOW- tNG CfiAhGE 1S ORDERED It�1 ACCOROANCE WlTH SHCTION 109 OF THE., GEPI�RAt. COPJOtTiCAl5t _ A. GRAD1PiG O� BERMS AND BOULEVARDS 1rlAS NOT INCLUOEO AS CONTRACT 1 Te'M. '�UZ t�dG CO�d�TRUCT I ON I T 9EC�ME APFARENT THAT A CONS 1 DERABI.E POR11IOti OF THE BcRMS ANp BOULEVARt�S SHOULD BE REC,RADL•0 TO MAY.E A PLEAS t ivG �iPP�.:R�f�CE AtVD �LE�dD f Ns0 THE EI.EVAT I ON OF NE1d S I DEYlALY.S AND CURES. NO CO�STRACT t TEt'1 WAS INCL.UDEn AND THEREFOR�� THE WORK CAN GA�LY SE ACCO;�IPLISHED BY FORCE ACCOUNT hiE?H�0 (TIME FOR E�9UIP- MENT kf�i�J LAf30R. � Ti�iE GRAp 1 NG 1 S VERY L 1 GHT APJ� MEA$URE('1ENY OF QUAAtT{T!ES 1 S RlOT PRACT t CAL. � -ESTIt�ATEO QUa"�T IT I ES . .� ARPROX. UNIT I TEM E�U t PY�IE�lT UA�N7� UN I T PR i CE AMOItNT ___,__ �_____._. ________ ' Q�� BOA CA� FRO�T ENQ LOADER 5Z5 HR. 7. Q� 3, 675 A-2 � Jowr� DF�r�r 55� Coz�� 5 NR. 7. 25 36 A-3 S{NGLE Ax�.� �uMR T�ucx 473 HR� � 4. 65 2, i99 A-�F � TANDEfi�9 D:lP•1P TRUCK 0 HR. 9. 00 O Q•5 CAT g30 �'FOwT END LOADER j5 HR. �5. 0� �ZS A-6 CAT 96E �RCNT Et�� LOA�ER 15 HR. ZO. 00 30O A-7 CAT TRA:;CAb`ATOR 5 HR. 19• 50 98 A•8 MODEL i2 MOTERGRAdER 5 HR. 6. 7�j 34 A�9 SELF'-PROPELLEU SCRAPER � O HR. Z6. 00 O A•10 Q�HO Ho� 6�,ct<ko� 5 HR. 9. o0 A-11 PoC�t•UP TRUCK �5 HR. 2. 54 �3 EQUI F'M�tJT TOTAL $6, 650 . APPROX. UN I T - � t,,q� UANT. UN 1 T P_,R 1 C E AM� Q•�O FOREMAN 25 HR. 10. 21 �SS - � A-11 HEAVY EQUIPMENT OPERAT4R �73 HR. �� 2j 5� �� A•12 SINGLE AX. TR. OR. �. 63 4i 082 ' A•�3 UP1SK 1 I.LED _ 7SS HR. 8.44 � LA80R - REGULAR T1ME r 16, 069 OvFaT t M� - 10',6 � LABOR - SU6TOT�AL 17� 67G EST 1 MAT�ED COST fOR GRA01 NG SERM AND 60ULEVARDS , 24, 326 THE ABOVE RATES FOR EQUIPMENY AN� LABOR SNALL APPLY; AND� CONTRACTOR � SHALL FURN 1 SH VEi�R Fi Ea 1 T�r�l l ZED 1 NVO i CFS FOR PAYMENT OF FORCE ACCOUNT. OVERT{!3E FOR LA80R SHALL 8E PAID AT 1.�j TIMES THE RA7E ESTA�LISHED - HEREIN. � B. SUBSTiTUTION 0 F CATCH BASINS � DUE T� LIMlTED SPACE BETWEEN CUREi AND SIOEWALK ANO CHANGE IN PLANNED STREET WID7HS� 7HE FOLLOWING CAT`CH BASINS ARE SUBSTITU'iEO. ESTfMA7ED QUANTtTlES � A PPRO X. UN 1 T 1 TEM N0. I TEM UAQ. NT. U_N I T PR i CE At�lOUNT . . . •2506. S09 CONSTRUCT CATCli BAS tN� . DES I GN TY PE 3B M001 FI ED USlNG 2 � SUMP 1 STRUCT. 490. �+90. 2506. �j09 C(3NS7RUCT CATCH BA31N� , . DES t cr� 3A Moo i r• � Eo 16 STRUCT. 390. 6, 240. z506.5og CONSTF�UCT CA7CH BA51N� - � DESIGCV 36 2 STCtU�T. 400. 800. 2506. 50} CONSTRUCT CATCH SASINj � QE51 GFJ 3A � $TRUCT. 300. 2 0�. � SUBTOTAL 10,230. OEDUCT THE FOLLOW!NG CATCH BAS IiJS 2506. 50�I CONS 7RUC7 CATCN BAS I N� � DE51 GN 1 A 9 STRUC-r. 275. 2,475• 2506.509 CONSTRUC7 CATCN BASIN� � DESt GN 2A ' 4 STaUCT. 325• 1, 300. APPROX. UN 1 T t TE�� N0. 1 TEM UA�,,,,NT:,_ UN 1 T PR` I C E AM��UN,T 2506. 509 CONSTRUCT CATCH BASINI DES I GN 16 15 STRUCT. 300. 4�00,� 8,275• NET' INCREASE . - _ ` _$ 1,955• C. 4" MONOl.I tH IC CONCRETE �ARR I AGE WAl.KS THE CaNTRACT D 1 D NOT PROY!�E FOR RElrtOVAR. ANO REPLACEMENT OF !N- RLQC� CARR I AG E WAI.KS. OU E TO CONS TRUC'i 1�N �F MONOL I TH 1 C S i DEWALK:t ANO C4iVCRETE CURB AND GUTTER� IT 9ECAME NECESSARY TO REt�OVE A PORTfON OR THE ENTIRE CARRlACE WALK, OUE TO THE DESI.GN W10TH OF STRE�T AND CHANGES 1N E�EVAYION OF SID�Wt�LK ANO �CUREi. THE UNIT PRICE FOR CON- STRtlCTt�dG CARR 1 AGE WAL.K SHALI !WCl.UDE REMOYAL AND D!SPdSQL Or EX 1 SY- i NG CONCRET� CARR 1 AGE, EXCAVA710N, PtAC 1 vG AN� REI°40VAL OF FQRM� pORTL.AND CEMENT MIXTURE� CURING OF COh�RETE� FINISH GRAOING Ai'JD SODOthG OF AREA DI5TURBEO BY COP�STRU�TION. THE CARRIAGE WQt.KS SHALL BE THR�E FEET Wi DE AND FOUR f NCHES Tii 1 CK APtD SHAt.I. EXTENO FROM BACK OF CURB TO �DGE OF SIDEWALK. APPROX. UN i T i TEM Nd. 1 TEM UAQ_N T�,,,, UN,i T PR___i CE AM�Q�_T_ 252� . 501 4�� MONOLI TN 1 C CONCRETE CARRIAGE WALK �E>�ZOO SQ. FT. �. 35 21�8T0 . . • SUMi�IARY OF ESTI MATED COST - AD01 TIONAL WORK �A. GRADtNG BERMS ANO 80ULEVAROS $24, 326. 00 6. SUSST!TUTI p'r� 4F CATCH BAS i NS 1,955• n� C. � 4" M4NOL1 TN 1 C CaNCRETE CARR i AGE WALKS 21,870. 00 TO?AL EST4MATED COS7 OF ADDI TIONAL 4�ORK $48, 15 t. UO kLl WORK SHALL CO�lFORM TO SPEGIFICATIOfJS AN� SpECiAL pROVf SIONS FOR THE PROJEC�' WHtCH APPL.Y. � SUOJECT TO COMDI 710WS N�{2�i PEAFT�R aET F�RTH� AN FQU t TA9l.E ADJUSTPIENT OF Tti� COldTRACT PRICE ANO THE COC�TRACT Tlt�� 15 �STABLISHED� AS �OLLOWSS THE CONTRACT PRiCE IS ONCREASED �'OR7Y-E1GNT THOUSAND THREE HU;VDREfl S1X'�Y-EIGl-1T �tJQ �aQ/100 DOLLARS ( S48, 36t3. 00) AND tHE CON�'RAC7 TIME 1 S NOT CHAWGED. THE CONOITtONS LAST A90VE REFERREO TO ARE AS FOLLOWSt � � A. THE AFOREMENTIONED CHANGE, ANO WORK AFFECTED THEREBY ARE . SU�JECT TO ALL CONTRACT S?IPULATiONS AND COVENANTS; B. THE RIGHTS OF THE CiTY OF S1. PAUL~ARE NOT PR�JUDICE�� AND C. ALL ClA1MS AGAINST THE CITY OF ST. PAUL WNICH ARL tNC10ENTAL TO OR AS A C�NSEQUENCE OF THE AFOREMENTIONED CHANGE ARE r SAT15FlE�. . r � ' � i GNA7U RE : � _ � � �G �� tTY OF ST. AUL CONSTRUCTION ENGINEER . BY TITLE ' �ATE � • - B R'fO�ON G . � ACCEPTED MP N'+r,� �'�,. . � �� ADDEN bU41 ! %�� ATTACHEO ARE STANUARD PLATES N0. 2005� CATCH BASit�i OfiSlGN TYF�E 3A AND N0. 2006� CATCN EASIN� DES{ GN TYPE 36 FOR CATCH •BAS (N DESIGN� . WH I CN ARE A PAR7 OF TH 1 S CHANGE ORt3ER. AooEN our� � � � . � PROVIStONS OF SECTION 109 SHALL N07 APPLY TO ASOV� ITEMS. . DUPLICAT[TO PRIN'RR �. • T �� CITY OF ST. PAUL �N�� NO ' OFFICE OF THE CITY CLERK COUNCIL RESOLUTION--GENERAL FORM C�AMMI�SSIONErt RO�i' M. CdMYS�1 nATe i�ERi�i� Addil.l+staut rhteh �l,jht pso�t t�s b� a�sasas� it� t.1� Zwp�lo��aPr d�ao�ib�d ru Lp�M�t o! BtmrtsR Allyrs �d 8id�w�ca !� t�q8 ?RIwT ! i� 1�� Cont�raat �. Co�pl�+ai�rr'• t�arect 1�90�2. Cit�► gr�,��ct ib. 69-G-lslt9, Iwston t�atsaatl� t�a�Pau�►. C�ntrac�or, ba+r� bNn prov�d !'os !xt �► 8p�e�ieat�nr f a�d �E�6, It bas �e► lau�d �sas�ry to r�ioa t�+wt #oll�tin� Addl.t3�oo�� ana�a�ts e�► p�s atta�d Cont�a�t C� �t lb. � �nd t1w atltacb�d �talwd�tl� $48.151.00 �d �. T� total addit3�ra is �48,,1S1.t101 apd il� t9a�dssf,oa�r oi� lnbll�a tiasks ban +w,�rud tritlt tht Co�braa�or tl�at tl� �auat o! $48�1.:�1.00 is ehe e�orsy�t +an� to 'b� �d�d to ,�aid �ota�sat, tl�antor� b� it �R'OLVED. ?'lrnt � CiEp o! st. pa�tl thrat� its Cit�► Oou�ac�t1 sppY+�►�s ti� fot�oia� add�ti�o�a n� in aae�ordsnci with th� ep�ciliaatio�aa in eh�a amN o! $48s 131.00, sa�d a�ro�tat to b� � tio tlar lw�p wr adnsid�s�a�i�oa �rd im �� oonRsytaC� kao�ra a� Co�pts+ol��r'• Contsact L-gQ02, Mad Mhioh 4oaat i,s to b� #l��o�d as follo�rs s Cruws ?t�t 9 a� 10 lbnd 3�16 $,32,1Q0.67 1968 Capi�al Lps�w�t ee�d �tnd 9068-002 $16�Q?�0.3� AU6 3 ��`�� COUNCILMEN Adopted by tbe Co»n i� 18_ Yeas Naya But�er AUG 41971 ,�g8g Appro� 18— �� Tn Favor Mer•editht �yor Sp� v A��t Tedeaco Mr. Preaident, McCarty �� ,��,44 �` �� CITY OF SAINT PAUL - DEPARTMENT OF PUBLIC WORKS J � , � COI�"TRACT CHANGE AGREEMENT N0. 2 ; i PROJECT 1�'0. 69-G-1889 CONTRACT N0. L-9002 CONTRACTOR Barton Contracting Co. ! PROJECT DESCRIPTION_j,�provement of Streets�Allevs and Sidewalks in CENSUS TRALT 9 &_10 � Con'��as:x A In accordance with Section 95 of the Charter of the City of Saint Paul, the Commissioner I of Public Works has agreed with the Contractor that the basis of payment and prices for E items listed in the changes described below, not otherwise included in the contract, are ( the reasonable costs of those items for additions to, or deductions from, the contract. ADDITIONS Additions as per attached agreement between the Gontractor and the City of St. Paul � Construction Enoineer, said agreement having been approved by the Housing & Urban � Development region off ice. Total as per attached Contract Change Agreement Ido. 2 - $48,151.00 ( � � The above additions ar� to be financed as follows: � Census Tract 9 & 10 Fund 3016 $32,100.67 Capital Iuaprovement Bond Fund 9068-001 16,050.33 � $48,151.00 � � A E }� �.+� �� G'` � � � �—� ;, . ,� � ,� a f'�l f, ,l /,r';«_� -�..:/' � ' C! ' 1 g Egil;,'�'efald � Associates, ncr e ,, { i � ,� �% � � � ` ` 7 ` ' . � !�'" � `� �'�'»�l � 19 Barton Contracting Company � �/ C nstruction Enginee� Contractor � l /; � — � • ,�� .� � / , �L �-�:�ti i�i � 1 ,'G 19� By � ,t� �! , 7�� 19 �� Ch e � En�inee � '�f �x ^ , /� l�� .�� a-!� -'� / � .., � 't — � .1.. . �- 19� ��,� .�,._.�_�,1,{&�./�� ,�,��' 19� ommi sioner Comptxoller �— �jc �/ L�i�a�v�---" 0 riginal (White) Duplicate (Canary) Triplicate (Pink) Quadruplicate (Blue) To Contractor To Accounting Div. To Comptroller To Engineer - 4��L�/ 1 ^ KHw� ..�'�` , . r�''� . 1. CHANGE ORQER - NO PROCEED OROER NECESSARY, TIME NOT CHANGED. , :Y BARTON CON TRACTtN C COMPANY, CON TRACTOR APRIL 22, 1971 10300 89TH AVEPIUE AlORTH CENSUS TRACT 9 Fi �0 Oss�o, MtfaNesoTa 553b9 69-G-t889 . . , . CHANCE ORCER N0. 2 ' GENTLEMENt �N CONNEC,TiON WlTH CONTRACT N0, 9002� DATEQ OCTOBER 21, 1969 FOR IMPROYEMENT OF STREETS ALLEYS, StDEWALK� AND STORM SEWERS AT SlTE OF RROJECT N0. Eg-G- js�g, C 1 TY OF ST. PAUL, MI i'+'iVESOTA� THE FOLLOW- � ING CHAhlGE IS �RDERED IN ACCOROANCE WITH SECTtOt� lO9 OF 7HE_ GENERAL C0��01 T I 4�lS t _ A. GRADING OF BERMS AND $OU�EVARDS 4JAS NOT INCLUOEO AS COfVT'RACT ITEM. DURtNU CQ�JSTRUCTlON IT BEC�ME APPARENT THAT A CaNStDEAaBI..E POR110N OF THE BERMS ANO B4ULEVARDS SHOU�.D SE REGRADCD TO MA�E A PLEASIIvG APP�ARANCE AND BLEND IhITO THE EL�VATION O� NE1�J SIDE1+lALhS AND CUFSS. NO CONTRACT 1 TEM WAS INCLU�Et9 Ai�10 THERE�'ORE� THE WORK CI�N OAtIY BE ACCOMPLISHED BY �ORCE ACCOUNT METHOD (TIM�E FOR E�lU1P- MENT AND LAE30R. � TFiE GRAD I NG 1 S VERY LI GHT AN� M�ASURE(dENT OF QUANTITlES IS l�OT PRACTiCAL. ' ��ESTINiATEO QUA!�TITIES . � .� � AFPROX. UNIT 1 TEM E�U 1 PMFr�T UA� NT• UN�I T, PR i CE AM� ' A�� BOB CA'� FRONT END LOAOER SZS NR. 7. 4O 3.� 6]S A-2 � JoHr� D�EC�� 55C Doz�R 5 HR. 7. 25 36 A-3 SINGLE Ax�� Dur�P Tauctc 473 HR� � 4. 65 2, 199 A-4 - T�tvo�M, O�.�r•�P TRUC�c 0 HR. 9. 00 G Q-5 CQT 930 F'RdN7 END LOAD6R �� HR. �5. 00 �25 A•6 CAT 9�6 �RGNT E�fD LOADER js fIR. 2(�. 00 300 a-7 C�T T�A�cavaTOR _ 5 Ha. 19. 50 98 A-8 MODEL 12 NiOTERGRAnER 5 HR. 6. 75 34 A•9 SELF-PROPELLE� SCRAPER O HR. Z6. 00 O A•ld p�NO HOE BACt<ko� 5 HR. 9. 00 45 A-1 t P�Ctc•UP TRUCK 15 HR. 2. 50 ____ 38 EQUI PM£tJT TOTAL S6, �5� apPROx. uN� r � . �, tc,_eoR vANT. u� Pa i c E ara__ ou;�r A-10 FOREMAN 25 HR. 10. 21 2S5 - � A•1 f HEAVY EQU 1 PMENT OPERATOR �73 HR. �� 2� 5� ��'� . Q-�2 SINGLE AlC. TR. OR. $. 63 4, 0�2 " A•�3 U N SK 1 LLED 75� _ HR. 8.44 �.,��72 � LABOR - REGULAR TIME� ' - . _ 16, 069- ovER,r�ME • �o� � h� LABOR • SU6TOT�AL �7� 67� ESTIMATED COST FOR GRAOfNG SERM ANO BOULEVARDS , 24, 326 THE ABOVE RATES FOR EQUIPMFNT AND LA80R SHALI. APP1.Y; AND� CONTRACTOR � SHAl.L �URNISH VERIFIEO ITCMtZ£D INVO{CES FOR PAYMENT OF FORCE ACCOUNT. OVERT f t•3C FOR LA80R SHALI 8E PA 10 AT 1.5 T IMES THE RATE ESTA�L i SHED - HEREIN. � B. SUSSTITUTION OF CATCN BASINS � OUE TO L1MITED SPACE BETWEEN CURf3 AN� SiDEWAI.K ANO CHANGE IN PLAN�+EO STREET WI DTNS� TliE FOI.LOW1 NG CATCH BAS i NS ARE SUBST 1 TU'iEi?. ESTIMATEO QUANTtTiES . � APPROX. UN i T iTEM N0. IT�M UAN7. UNtT PRaCE AH10l�JT . .� •2506. �09 CONSTRUCT CATCl�i BasiN, . DES 1 GN TYPE 3B M00 i FI EO US t NG 2 � SUMP � STRUCT. �►90• 490. 2�06. �09 CONSTRUCT CA7CN BA31Ni , , o�s�cr, 3a Moo� �� 0 16 STRt1CT. 390. 6, 240. 2506.�09 CONSTRUCT C�TCH BA51N, DES� �tv 36 2 STRUC7. 400. 600. 2506. 50� CONSTRUCT CATCH BASIRI� ' w �1/� 0�5lGN 3A 9 STRUCT. 300. � i �+r• ..��.._--- SUBTOTAL 1�.23�• DEDUCT TNE FOLLOWtNG CATCH �ASINS 25ob. �O�j CONSTRUCT CATCH BASIN� � D�s i crv tA 9 STaucT. 275• 2,��5• 2506. 509 CONSTRUCT CATCH BASIN� 0�51GN 2A . - 4 STaucr. 325. 1, 300. APPROX. UNfT 1 TEM N0. 1 TEM UANT. UN 1 T PR� AM,�OU„N T 2506. 509 CONSTRUCT CATCN 6ASINi DES 1 GN 1 B 15 STRUCT. 300. �0! 8,2�5.- _ NET" fNCREASE - = � � .S 1,955• C. 4" MONOLI TH 1 C CONCRE TE CARR 1 AGE WALKS THE CdNTRACT DiD NOT PROVI�E FOR REt�10VAL AND R�PLACEMENT OF !N• PI.QCC CARRIAGE �lAL.kS. QUE TO COh1STRUCTION OF MONOLITHIC �iDEWALIC3 - AN� CONCRCTE CUR6 AND GllTT�R� iT �ECAME NECESSARY TO REl�OVE A PORTION OR YHE ENTIR£ CARRIAGE WALK, DU� TO THE DESI.GN WIOTH OF STRCET AND CHANGES 1N E�EYATION OF SIDEWALK ANO �CURD. THE UNIT PRIGE FOR CON- STRtlCTItdG CARRI�GE WALK SNALL. ItdCIU�E REMOVAL. AN� DISPOSAL. 0� EXlSY• 1 NG CONCRETF CARR!AGE, EXCAVAT I ON, PLAC 1 vG ANO REI"�O VAl OF FQRM� pORTLANO CEMEr�T MIX7URE, CURING OF CUNCRETE, FINISH G�tAOiNG AiVD SODDlNG OF ARCA 015TURBE� BY CdP�lSTRU�TIUN. TNE CARRIAGE WQLKS SHAtL 8E THR�E FEET WIDE AND FOUR INCH�S TF�iCK AND $HALI. EXTENO FROM BACK OF GUR� TO EOGE OF SfDEWALK. APPROY.. W 1 T 1 TEM N 0. 1 T EM UA�J Ti�... U_N I T PR___I C E AM___4UN T 252� • 50� 4�� MON4L! TH 1 C CONCRETE CARit 1 AGE WALK �6�200 SQ. FT. �. 35 2 ��87� . . • SUMMARY �� ESTI MATEQ COST • AD01 TIONAL WORK A. GRAQlN G BERMS AN D BOU LEVARDS $24, 326. 00 8. SUSST 1 TUT 1 pi�d �F CATCH BAS I N5 1,955• n0 C. � 4" M0�!lOLI TH I C CONCRETE CARR t AGE Y�ALKS 21, 670. 00 TOTAL ESTtMATED COS7 OF ADOlTtONAL W�RK $48, 151. UO �+LL WORK SHALL C0�lF'ORM TO SPEC i F i CAT I OPJS AND SPEC I AL PF20V i S 1 ONg FOR THE PROJECT WHICH APPLY. � SUgJEC't TO CbND{ YIO;VS N�REiNAFTER a�T FORTH� AN �QUtTABLE ADJUSTMENT OF TN� COtdTRACT PRICE ANO THE COt�lTRACT Tl1�� 1� ESTAB�ISHE�� AS FOLLOW3: THE COiVTRAC T PRICE tS ONCREASED �OR TY-EIGHT TNOUSAND THREE HU;VDREQ SI XTY-E i Gh1T AEJD NO/100 DOLl.ARS ( S48, 368. 00) ANO THE CONTRAC7 71 ME I S NOT CHAt�1GED. . .. r . . . . . _ THE CONt?ITIONS LAST A90VE REFERRE� TO ARE AS FoLlOwS: � A. TH6 AFOREM£NTIOtdED CHANGE� AND WORK AFFECTEO THEREBY ARE SUOJEGT TO ALL CONTRACT 57fPULATIONS AND COVENANTS; 8. THE RtGHTS OF THE CITY OF ST. PAUl,rARE NOT PR�JUOICEO� AND C. ALL CLAlMS AGAINST THE CITY OF ST. PAUL WHICN ARE lNCIDENTAL � TO OR AS A COfdSEQUENCE OF THE AFOREMENTIONED CHANGE ARE r SATISFlFD. ' r � . � � � 1 GNAi'U RE _ � ( � ( � ��lJ� 1 TY OF T. aUL � CONSTRUCTfON ENGINE�R . BY . TI TLE ' OATE .�''� . • ' � B RTOty�ON ' G . �. ACCEPTCD MP �NY� - . � .�/ �� aoa�r�ou� 4 �� ATTACHEO ARE STANDAP,a PL.ATES NO. ZOOS� GA7CH BRSIN� DESiGN .TYPE 3A AND N0. 2006� CATCH �AS 1 N� D�S{ GiV TYPE 36 FOR CRTCN •�QS IN DES i GN, . WHICH ARE A PART OF TH15 CHANGE ORUER. AODENDUM II . PROYISIONS C?F SECTION 109 SNALL N07 APPLY 70 A60VE ITEMS. .