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255143 ORI6INAL TO CITY CL6RK �5143 `' CITY OF ST. PAUL HLENC�� NO. OFFICE OF THE CITY CLERK '"� OUNCIL RE TION—GENERAL FORM PRESENTED BY RO @I' M• Ca�Fli�iB COMMISSIONE ATF '�iHBREAS, Additions which might prove to be necessarq in the I�provenrent described as Impmve�ent of Streets, Alleq� and Sidewalks 3n CENSUS TRACT 9 and 10, and Construction of a Storm Sewer Syst�m kno�r► as �AISH-NY TICT�iSIONS, Comp- troller's Contract L-9007, City Project Nos. 70-G•1890 and 70-S-1401B, Aro�n Cc�nstzuction Coapany, Inc., Contractor, have been pmvided for in the Speciffca- tions, and i�HEREAS, It bas been found necessary to make tlae following Additionst AUDITIONS As per attached Contract Chaage Agreement No. 4 sad the attached Schedal� $61,635.00 and WHEREAS, Th� total additions are $61,635.00, and the Caeieaiesioner of Public 'Works has agreed with the Contractor that th� a�ount of $61,635.00 is the correct �� (SUm to be added to said contract, therefore be it RESOLVED, Tt�at the City of St. Psul through its City Council approves the foregoing additions made in accordance with the Specifications in the sum of $61,635.00, said amount to be added to the lump s�m oo�sideration na�ed in the contract, known as Comptroller's Contract L-9007, and which amount is to be financed as follows: Census Tract 9 esid 10 Fund 3016 $4L,090.00 1968 Capitol Improvement Bond Fund 9068-001 $20,545.00 �oRM APpROy,Ep � c�'R�,',�+J COv NSE�+ AUG 3 iQ7i COUNCILMEN Adopted by the Counci� 19— Yeas Nays Butler AU� 4 19� r��n, Appro 19— Levine �n Favor � Sprafka L� - or A gainst Tedesco iQ�JBLISHED AUG 19 � Mr. President, McCarty ;. �� . � _ �51 , • GITY CF SAINT PAUL - DEPARTMENT OF PUBLIC WORKS 4� . CONTRACT CHANGE AGREEMENT Np, 4 � PR[�JECT NO.G-1890 & S-I40�_ COiVTRAGT IW. L-90Q7 CONTRACTOR Arc�n .nnc rn ion � '�a� YI1C• FROJECT DESCRIPTION ��vement of Streets. Alleys tx Sidewalks in CENSUS TRACT 9 & 10. � i �� onstruct Storm Sewgr Svstem Known as 'WALSH Ny,EXTENSIONS j i In accordance with Section 95 of the Charter of the City of Ssint 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 far additions to, or deductions from, the contract. � ; k � ADDITIONS � ; � r, Additians as per attached agreement between the Contractor and the City of St. Paul � Construction Engineer, said agreement having been approved by the Housing & Urban ; Develapment region oftice. _ Total Addition as per. Contract Change Agreement No. 4 - $61,635.00 � , � . j 3 The aL�ove sdditions are to be financed as follows: y.� ��, t�, Cer�sus Tract 9 & 10 F'und 3�16 ��pgp,��} � � Capitai Improvement Bond Fund 9fl68-001 $20,545.00�� i ; � . ; � �?,, ��? �' ; / � l .,F.,� � � i / � l ��r��A...y�R-.°�L- �//� � . ��1,1 �i��'f' ' �/ 19 �g��Wefald � Associates, Inc. i ' � � � ��--- .� i, . � - "�' "' '�.�' `��-� z'�� + -�'�=��i�9� Arcon ConstructiQn Companv, Inc. ..� G.c�n,stru tart� Engine _� on ractor �'�n ` i�� '.� `W �� ` �: ,� �� 8' F F�� .M„ �� f'�r� '' '� . ; �� a g � 3,. �/,�.�� i g � �;..�=" � � ae,- ngiri"eer � % � • � � ( --:��f ��.;;�..rz-.�/�'�r_� . . �19� �� % % � 19 ommissioner Comptro,l er �� , 0 riginal (White) Duplicate (CanAry� Triplicate (Pink) Quadruplicate (Blue) To Contractor To Accounting Div. To Comptroller To Engineer �..�. - -r-�>-� � - ...... .. � , . • . 1. CHANGE O�cOER - NO PR�CEEO ORDER NECESSt�RY ARC0�1 CONSTRUCTf�N CO. , INC. , CONTRACTOR ��NSUSzTRac9s�9 � 10 . GENERAL CONTRACTORS _ MoRa, M I f�N E�SQTA . ,.� - _ 70-G-��$9 O AND _ 70-S-14otB CNANGE ORDER N0. 4 GENTLEf1EN 2 " IN COt�tJECT10N W#TH CONTRACT NO. 9007� OATED MAY 25� 19�'O� FOR IMPROYE- MEtJ7 Or STREE7S, ALIEYS� S f DEWALKS AND STOFu'�+1 SEWERS AT S I TE OF� PROJEC7 N0. 70•G- 1890 E� 70^S-Z401�� C17Y OF ST. PALlL, MINNESOTA THE FOI.i.OWING CHANGE iS ORDER'cD IN ACCORbANCE W1TH SECTtON lOq OF THC GENERAt, CON- CiT10t�S : A. Gaat��n� OF SERMS AhlD BOULEYARDS WAS NOT tNCLUOED AS CONTRACT 1 TEM. OUR 1 NG CONST'RUCT ION 1 T BECAhiE APPAREN7 THbT A CQNS 1 QEP.ABI.E PORTiOfv UF THE BERFIS AND BOULEVAROS SHOULD B� REGi2ADE0 70 MAKE A PL.EASl�JG APPEARANCE L1ND BLEhD INTO THE ELEVATIOIV OF NEb1 516EWAL-KS AN� Cli�2f38. NO CONTf;AGT 1 i EFR WAS iPdCLL'OEU ASVO THEREFORE� TFtE 1�t0�K CAN OPiI.Y B C ACCOf��PL I SHEO BY FORCE �'+CCOU�IT METFiOD (T i t�E FOR �t�U E P- MENT AAi+'� LAE4R. � THE GRAD 1 f�G 1 S VERY LI GHT AND lfiLASU�tEMENT Oi= ' QUANTlTIES i5 N07 PRACTICAI.. ESTIMATEO QUAP�T1TtES , APPROX. UNIT •' I TEM EQ_U i_F',MEH i' UAQ NT• UN ! T PR 1 C� AMOUNT Q• � BOB CAT FROar EtdD LOADER 370 HR. ]. 00 Zi ��O A-2 ,1oMr� D�ERS �5O D07ER �j HR. 7.25 36 A-3 S i r�c� AXLE DuM� TRUCx 330 H�. 4.65 1, 535 •A-4 TANDEf1 DUt•1P TRUCY 0 NR. 9. 00 C1 A-5 CAT 93o F�oniT END LOADER �0 yR. �5. 00 � �50 A-6 CAT a66 FRONT ENQ LOADER �0 �yR. 20. 00 2Q� Q-7 CAT TRkXCAVkTOR � 5 H�' j6� 75 3� Q-$ MODEL 12 MOTERGRADER S HR. Q-9 SELF-PROPELLED SCRAPER O HR. 2Fi. Ol� O Q- �0 OYr!O I-;OE $ACKHOE 5 HR. 9• �� . '�S Q-1 � PICK-UP TRUCK �5 HR. 2. 50 3S EQUI PMEt�7 T07AL jE, 71�' ' . APPROX. Ul�11 T 1 TEM N0. i TEM UAg�,NT__ UN i T PR I CE AMOUN�' _.._._ � � .__._.____ 2�j06. 509 CONSTRUCT CATCH BASINi � DES I GN 3A 12 STRUCT. 300. �00 SUB?OTA L 9,62 0 �EOUCT THE FOLL01Ji NG CATCH BAS t NS 2506. 509 �ONSTRUCT CATCH $ASIN� • �� 650 DESIGN lA 6 STRUCT. 275• Z506. 50j CONS?RUCT CATCH BASIN� o�sr �N za 1 STRUCT. 325. 325 2506. 509 CO�JSTRUCT CATCN BASIN� _ OES 1 GN 1 B 20 STRUCT. 300. E`, 0_00 . �,97S NET INCREASE S �, 8�+5 C. 4" MaVOLtTHIC CONCRETE CARRlAGE tiJALKS THE CONTRACT D! D N�7 PROViDE FOR REMOVAL ANO REPI.AC�MENT OF IN- PLACE CARRIAGE 4lALKS. DU� TO CONSTRUCTION �F MONOLiTHIC SI �EYlALKS ANb CONCRETE CURB AND GUTTER� tT BECAt4E NECESSARY 70 REMOVE A P�RTtON OR 7HE ENT I RE CARRI AGE WALK, �ll£ T� THE DES 1 GN 1�11 QTH OF STREET AND CHAtdGES iN ELEVATION OF S [OEWALK ANO CURe. TNE UviT PRICE FOR CONs STRUC7tNG CkRRIRGE WALK SHA1�L 1lVCLUDE EXCAYATION� PLACING AND RE- , MOYAL O� FORf�1� POR7LAND CEMENT MIXTURE� CURI('dG OF CONCRETE A�JD FIt�JISN GRADING O� AREA DISTURBED BY CON�TFtUCT10N. THE CARRiAGE • WA�KS SHALL. 8E 7HREE FEET W1DE AND FOUR {ivCHES 7H1CK ANO SHALL EX7END FROM QACK OF CURB TO EbGE OF S IDE1rtALtC, " .' � APPROX.. UN I T t TEM N0, t i'EM . UANT. UN i T PR (CE AM�OUNwT ZSZ� . 50� 4'� MONOL t TH!C CONC RE TE CARR IAGE WALK j7� OOO SQ. FT. �.2Z ZO� ��}O • APPROX. UNlT 1 TEM LABOR � U�ANT_ UN 1 T PR I CE AMOUiJ T ___..__ .___�__ � __.___�. � � A-iO FOREMaN 20 HR. 10. 21 204 A•� � BOB CAT OPERATOR 370 HR. 9• 0� 3� �45 A-12 SINGLE Ax�� TRK. DR. 33o HR. 8. 63 2,848 A-� 3 TANDEM TRUCK DR. O }�R. A-�� fl FRONT ENt? LOADER OPERATOR ' IO H�• Q. 7S �9$ A•��j aE� �RONT �ND LOAOER OPERATOR �0 HR. 9.75 98 A•16 TRAXCAYATOR S HR. 9. O� 45 Q•1 6L.ApE OPERATOR § HR. � 10.21 5� A-j� SC�APEt2 OPERATOR O HR. Q. 7 A• j9 UYNO HOE OpERATOR 5 HR. 9. � �is A-20 P�cK•up Tauc►c 15 HR. 8. 63 129 A•2� � UNSK 1 LLED �.aeoR 53o Ha. 8.4�i �F,�i73 � LABOR - REGULAR TIME 11, 336 �VERTIME • �0'% �� 134 �.._ 1A80R - SUBTOTAL 12,470 ' ESTIMATED COST FOR GRADiNG SERt1 AND BOULEVAROS 1�, 196 THE ASOV� RATES FOR EQUIPMENT ANO I.ABOR SHALL APPLY; AND� CONTRACTOR SHALL �URNlSIT YERIFlED 1TEMlZED INVOICES FOR PAYMEHT OF FORCE ACCOUWT. OVERTIMf FOR LABOR SHALL BE PAIO AT � . 5 TIMES THE RATE ESTABLISHED HEREIh. � S. SUBSTlTUTION OF CATCH BASItJS . DUE TO L.IMITEO SPACE BETWEEN CURB AND StDEWA1.K AN� CHANGE IN � PLA(VNED STREET WiDTHS, THE FOILOWiNG CATCH 9ASINS ARE 5l1BSTITUTED. ESTtMATEO QUANTtT1ES � • � APPROX. UI� I T � tT�M t�0. 17EM � UANT. U_ NIT PRICE AMOUNT 250b• S09 CONSTRUC7 CATCH BAS IN� DESIGN IYPE 38 MODIFIED Us iNC 2 � SUMP 3 SYRUCr. 490. 1,470 Z506. �09 CONSTRUCT CATCH BAS INf DES 1 GN 3A MOD 1 F I EO 5 $7RUCT. 39�• �r 950 25�6. 509 CONSTRUC7 CATCH BA51N� � DES 1 GN SB 7 $TRUCT. �+00. Z�80O D. BiTUMiNOUS PA7CNING OF EXISTING STREET ANO ALLEY DRIVEWAYS WAS NOT INCIUDED IN THE CONTRACT. THIS WORK IS NECESSARY SINCE NO PROYISION M'AS MA�E FOR RECONSTRUCTING DRtVEWAY. ESTiMATEO QUANTITIES EQUf PME�IT APPROX. UN! T ITEM DESCRtPTlON Ug ANT` UNIT PRICE AMOUNT D•1 KELL.EY TAMPER �O HR. 2. 00 20 D-Z 80B CAT FRONT END LOADER SO HR. 6.75 5�+0 0-3 PiCK•UP TPUCK 12d HR. Z. 50 300 D-3 COMPRESSOR W/BREAKER �O HR. 6.80 6S 0-4 S iNGLE AxE� TRUC�c 34o HR. 4. 65 1, 561 D-5 TANDEM TRUGK 1ZO HR. 9, 00 1, 080 0•C SACKNOE . �iS HR. 8.65 ��5 D-7 S7EEL ROLLER �65 HR. 4. 05 668 .0-8 HUBER BLADE �O HR. 6.75 68 'O-8A S7R6ET SN�EPER ( IN�LUDtNG � BRUSH REPLACEMENT� �O HR. �O. 00 100 �_ � •� ESTiMATEO EQUI PNSENT RENTAL 4,$40 MAYER { AL D-� 31TUMiNOUS MIXTURE 2341 M.H. D. sPFC. 810 ToN 6. 50 5,265 10% ON MA7�R 1 ALS �i27 ES7IMATED MATERiAI COST 5, 792 LA� APPROX. UNIT 1 TEt�S D£SC R I PT 1 Q�l UAg, N T. _ UN 1 T PR^! C�E AM�UNT D•�0 'KELI.EY TAMPER OP. _ �� 0 HR. . _ 9. 04 90 D-� 1 BOB CAT �RONT END LOADER OP. SO NR. 9. 04 7�3 �•�2 QICK-UP TRl�CK DRIVER �2O NR. S.4jF �r�13 O- �3 COMPRESSOR ANO BREAK OP. �O HR. 9• O'�F 90 D-1�i � SINGI.E AXEL TRUCK OR. 3�F0 HR. 9. O�F 3i 0]4 0-15 TANOEM TP.UCK �R. � �2� HR. 8.90 1, 06g 0-16 BACKHOE o�. 48 HR. 9. n4 434 D-j 7 STE EL ROLLER OP. ZE>� HR. 9. O!+ ��+92 0-18 HUBE�t BI.ADE OP. tO H�t. tO.21 102 D•�9 STREeT SWEEP£R OP. �0 HR. g. Ot! 9� 0-20 UNSK 1 ILED LAE30RER Z40 HR. 8•�+ 2��26 �.agoR t o,202 OVERTINiE LABOR 1O�/ �� . ESTtMATED L�BOR 11, z22 � ESTIMATED COST OF BI TUMiN�US PATCHING � 21,85�► TNE QA�VE F2ATES FOR EQU { PMENT AND LA80R SHALl.. APPLY; AND, CONTRACT4R SHdLL FURN i SIT YER 1 FI ED 1 TEM I ZED lNVO t CES FOR PAYMENT OF FORCE �1CCOUNT. OVERYIME FOR LABOR SHAt�L BE PAID AT l. s TIMES THE RAT£ ESTABL !$HED HEREIN. SUM,�{ARY OF ESTIMATEO COST - QDOiTIONAL WORK A. GRAJING BERM AND DOULEVAROS S17, 196 . B. SUBSTiTUTION OF CATCH BASINS � >>g�'S C. 4" MONOII THt C CONCRETE CARR I AGE WALKS 20,740 � D. BITUMINOUS PATCHING OF EXISTING STREET AN� _ ' al.LEY OR I VEwaYS - = -. 21� �_ TOTAL ESTlMATED COST OF AODITl01VAL WORK S61,635 ALL WORK SHALL CON�O RM TO SPEC f FI CAT I ONS AND SPEC 1 AL PROV 1 S 1 ONS FOR THE PROJECT WHiCH AFPLY. SUBJECT TO COND I T 14NS HEi2E I NAFTER SE7 FO RTH� AN EQU 1 TABLE A�JUSTMENT OF THE CONTRACT PC�ICE AN[! 7HE CONTRACT TIME IS ESTABI.f SHE�, AS FOLL.OWSS THE CONTRACT PRtCE iS tNCREASEO StXTY-ONE THOUSAND SIX HUtJDREO THiR7Y-fIVE ANO NO/100 QOl.LARS ( $b1, 635, 00) AND TH� CONTRACT T1ME iS NOT CHANG£D. • TNE CONOITIONS LAST ABOVE R�FERREO TO ARE AS FOLL01dS: rA. TNE AFOREMENTIONED CHANGE� AND WORK AFFEC7ED THEREBY ARE SUB— JECT TO ALL CONTRACT STIPULA710NS AND COVEMANTS; B. 'THE RIGHi'S OF 7HE CITY OF ST. PAUL ARE NOT PREJUDICED, ANO C. ALL GLAiMS QGAfNST THE CITY OF ST. PAUL WNICH QRE INCIDEN7AL TO OF3 AS A CONSEQUENCE OF THE AFOREM@NTIONED CHANGE ARE SATISFIED. _ .� , , . . r , ,� I .�zit� � t GNA Tt1 RE . , /� �� . _ ... . - 1 TY OF 7. AUL - - - C.ONSTRUCTI ON ENG INEER . B % G� ' Tt7LE DATE �CC.z �� ' ARCCN CCN S TRUCT t ON - . � aCCGPTG� CO•� ' ��(�w � � ADDEtd QUM I ATYACN�D ARE STANDARO PLATES NO. 2�0�, CATCH BASIN, OESIGN TYPE 3A ANO N0. 2006, CA7CH f3ASiN, QESIGN TYPE 36 FOR CA7CH BASIN DESIGN� WNICH ARE A PAR7 OF 7HIS CHANGE ORDER. ADDEtJaUM i ( .PROYI S l ONS OF SECT 10N 109 SHALL NOT APpLY TO AB�YE 1 TENtS. ADDENDUM ill NQURt,Y WAGE RATES �'OR LASOR lNCLUDED HERE tN MAY NOT APPLY 1(V EACH CASE �UC CHAt�G�S (N BASIC WAGE SCALE OR INCLUDfNG A CLASSIFICATION NOY SFiOWtJ. I F NOT, TFiE CONYRbC70R SFiALL FURN 1 SH A DETA 1 LED BREAK- 001�N FOR ANY CtiANGES iN HOURL.Y WAGE Rb7ES. HOURI.Y WAGE RATES i NGLUD� BAS t C WAGE S�ALE, INSUFtAPICE ON LQBOR� BEtJ�F175 EST�BLISHED BY UNION CONTRAC7S AND �S/ FOR OVER�MEpD A(�!O ' PROFi T. A BREAKDOWfV OF HOURLY WAGE RAT�S IS AT7ACHED ANO SHOWS THE DETERMINR- 710N FOR CACH CLASS 1 F'1 CAT13N OF LABOFt. ' , ou�ur�.wn�ro�una�e CITY OF ST. PAUL couNC,< <� �,,� OFHCE OF THE CITY CLERK �+� NO ' COUNCIL RESOLUTION—GENERAL FORM r��o er b�r �M �lM7l COMMISSIONEa�� • . eAr� �� Addit�ni �3a� �i�ht pzO�V� W b� �t� �t t� S�p�+t d�ses3�d as,8�p�ae�r�t o� 8ttrta, Ali�rya �l !�l.d+nwtlks � � ?�GT 9 and l0, aqd Co�ut�a�oA o! a Bto� Sa�w�r syse� tawoMn as WAL88»x11! B�l'II�3�, Ca�- t.:olir�r•s taan�sa� L-9it10'�'• C�tjr l�ra��+ce Nas. �-t�-lu9A and 70»8�14415, .ere�o f�sts�ettpu Ca�p�aoq►* .?�et., Ceatlaatos, .tiltw bMa p�►id� lo�r i.a t�r $p�e:!#i�- t�aas� ar�d . i�REAR; It bas b�n fona�t �aa�sa�ry tA �ato� tla �oll�wttng �t�s� ADDTr� 11s p�s altadrd l3o�a�t� � Ag�tw�as�t lb. 4 �ud tlwi atta�d Sci�nl� ;61,�'i.00 � W�81t�A8, T!a �otai �eldit�ons � �61,6�3.W� aad tl�a t�oNwiss�aar o! labli� w�as'ka lw �rMd vtth � C�nnts�ctos t�at tlrr � o� �61,6�.3.00 is t�1wr► me+t�a� aa� tx� !� add�! t�o said oaotrsat. d�rsrloxv� b� it l�80LVSD� Tbat 1t1� C�ty of St. Z�al ths+aeti�h it� �Ci�jr t3aarail etp�t+o�►tir t1r f.o�#,� addi�lro�u �s�l�e �n aacor�anae vi.�h tla� Spua�l�cst#� in tlra n� org �+61,635.00� sa#,d a�■ount aa bs tddrrd to t1�r �a�p sar �e'�ntlan n� i� � aoatsaat, lanova a�t Coapt�crll�t�� Cfmtract Ir900'1, a�c! t�idh aMa�uAt is �o M ti�e� � to13Aw t Croa�s Tsact 9 s�nd 10 lh�d 3016 �,090.OD 1l6d Capi�o� T+�ps+�Y�nt Ho�et �'Mhnd 906�•O�l ��D.S43.011 COUNCILMEN Adopted by the Conn�U� 3 �4�� 19— Yeas Nays Butler � Fkeris'ag. Approve��lo,� 4197� 19—. �°�e Favor �' � �Y� Sprafka Ag��t . Tedeaco Mr. President, McCarty �� CITY CF SAINT PAUL - DEPARTMENT OF PUBLIC WORKS 255143 CONTRACT CHANGE AGREEMENT Np, 4 PROJECT NO.G-�.890 & S-14018 CONTRACT N0. L-9007 CONTRACTOR Arc�n anc r�� en � ^�, Inc. PROJECT DESCRIPTION �rovement of 5treets. Allevs & Sidewalks in CENSUS TP.ACT 9 & 10 � F also Construct Storm Sewpr $yaYnm x��..., �S ��t,�H NY EXTENSIONS In accordance wfth 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 tnose items for additions to, or deductions from, the contract. s � ADDITIONS r i Additions as per attached agreement between the Contractor and the City of St. Paul � Construction Engineer, said agreement having been approved by the Housing � Urban Development region office. Total Addition as per Contract Change Agreement No. 4 - $61,635.00 4 � i � � t 4 The above additions are to be f inanced as follows: �� '/�. �n� Census Tract 9 & 10 Fund 3016 �g.9p�po- � Capital Improvement Bond Fund 9068-001 $20,545.00�� ' � i � ' .�' ,�_ ,,�' �;,. 1 � , .� 7/7 � ` ..� � � ,"�° .�...,.R�-- � ►.� f,,< •'�, � ' i9 ]Eg�:�:`�Jefr�ld & Associates, Ine. � � % :; ` ,�., / - J � ( `'�\`�;/' �. ,-'-'`f�� L-�� -�'�l�' �9� Arcon Construction Companv, Inc. ,,`� � C struCtiot� Engine� � � on ractor � �� #� �t��b„��"'} � . � ;� B��k �� 'r'-" � + - � � � .�i'�" .t:C� j v� � 19 Cttie� n�ineer��"'��f;� � / � � � � L �/�`� /, -;''-�t,• /��?�rii.;"�=�� ,� f �14� ��-�Z? L r '� ' 1- 19 ommissioner ` , Comptro�: er � �� _ 0 riginal (White) Duplicate (Canary) Triplicate (Pink) Quadruplicate (Blue) To Contractor To Accounting viv. To Comptroller To Engineer ♦�. . T-cJ-/ 1 - r.�.. ' . .i , � � • � � 1. CNANGE ORDER - NO PROCEEO OR�ER NECESSARY ARCO�t CONSTRUCTI�N CO. , INC. , CONTRACTOR CENSUS2TRac9s�9 � 10 , GENERAL CONTRACTORS _ _ 7o�Gl�g90 A�p - MORA� M i tJN ESOTA _ . - - 70•S-14ot8 CHANGE ORDER N0. 4 � GENTLE("tEN : � {N CONtJECTtON WlTH CONTR�CT NO. 9007� DA7CD MA7 25, 197'O� FOR IMPROYE- MENT OF STR�ETS, ALLEYS� S I OEWALKS AND STOR,"�1 SEWERS AT S I TE OFi Pi�OJECT N0. �0•G- 1890 � 7o�S-1401 G, C i TY OF ST. PAUL, MtNNES4TA THE FOI.LOW! NG CNANGE �S ORDERED tN ACCORGANCE WITH SECTION 10Q OF THE GENERAL, CON- DITfOhtS : A. GRADING OF BERMS AND SOULEVARDS WAS NOT INCLUD�D AS CONTRACT 1 TEN'�. DUR i NG COS�STRUCT ION t T BECAME APPARENT THAT A CONS I QCRASI.E PORTiOi� OF THE BERF1, AiVD BOULEVAR�S SHOULD B� REG�A�EQ 70 MAKE A PLEASING APREARAPJCE �1ND Bt�END {NTd TNE EI.EVATION OF NE4! 516EWALFCS Al�D ClSi2E35. Nt� CONYt�AGT f i EM 1+'�S i1VCLl;DED �`.id0 TF{ERcFQRE, Tf�c I�ORK CQN! OFJLY BC �CCON+PL 1 SNED BY FORCE ACCOUPIT METHOD (Z�i M� FOR �t�U i P- MENT A(�!D LAEOR. � THE GRAD 1 NG i S VERY LI GNT ANO trieA5Ui2EMEP�T 0�= ' QUANTlTIES 1S N07 PRACTICAL. ESTiMATED QUANTITIES . APPROX. UN I T � 1 TEM EQU i PMEN r ' UAg NT• � PR 1 C� AMOUNT Q• j BOB CA7 FRON7 END LOADER 370 HR. 7. 00 2, 590 �-2 �owN oEEas S5o �o��R 5 HR. 7.25 36 A_3 S i r�cc.� �tx�� Dur�P TRUCK 330 Ha. 4.65 1, 535 •Q-4 TANDEt1 Dt1t•1P TRUGY 0 HR. 9. 00 U A-5 CAT 93o F�or�-r END LOADER t� HR• �5• �Q �5� A-6 CAT �66 FRahIT END Loao�� 10 �I-1R. 20• �d 20� A•7 CAT TRt►XCA JkTQl� � S H�. 19. ;0 98 A•8 Moo�'l. 12 MOTERGRADER S H�• 6• 75 34 Q•9 SELF-PROPELLED SCRAPER O HR. ZEi•00 � A-10 DYho HoE IIacKHOE 5 HR. 9. 0� , 4� Q-1 1 P i CK-UP TRUCK 15 NR. 2• S� _,,,3 � EQU{ PMENT TOTA� 4, 72G APPROX. U!J I T ITEM N0. I�TE_M UAg NT• UNtT PRICE AMOUNT Z�j06. 509 CONSTRUCT CATCH SASlN� OES 1 GN 3A �2 STRUCT. 300. ��600 . sua i oTa� _ 9,B2o �EOUC T THE FOLLOti,l1 NG CATCH BAS f�NS Z5�• 509 CONSTRUCT CA7CN $ASIN, • D£S t GN lA 6 STRUCT. 275. 1, 650 ZS06. 509 CONS7RUCT CATCH BASiN� DESfGN 2A � $TRUCT. 325. 325 25�6. 5og CONSTRUCT CA7CH BASIN� _ DES 1 G� 1 B 20 $TRUCT. 300. 6,�000_ . 7,975 NET INCREASE S 1,8�+5 C. 4" MO;VOL! TH!C CON CRETE CARR I AGE tidALKS THE CONTRACT DID N07 PROVIDE FOR REMOVAL ANO REPLAC�MENT OF tN- PL.ACE CARR 1 AGE waLKS. QUE TO CONSTRUCT 1 ON OF MONOL t TH i C S 1 DEaJAIKS ANb GONCRETE CURE3 RND GUT7CR, IT BECAt4� NECESSARY TO REMdVE A P�RYtON OR 7HE ESVT i RE CARR I AG� WALK, Dl1E TO THE DES 1 GN 411 pTH OF �TREET ANa CHANGES IN ELEVATION OF StDEWALK ANO CURB, THE UVIT PRiCE FdR CON� STRUCTING CARRlRGE WALK SHALL IAICL.UDE EXCAYATION� PLACING A1VD RE- , MOYAL O� FORt�1� POR7LAND CEMENT MIXTURE� CURING OF CONCRETE A�dD FINiSH GRADING OF AREA DISTURBED BY CGN�7f2UCTI0tV. THE CARRiAGE • WA�KS SNAC,L 8E 7HREE FEET WIbE ANO FOUR ih!CHES 7HiCK AND SHALL EX7ENQ �ROM BACK OF CURB TO EOGE OF SIDE1rlALK. ' .' ' APPROX. UN 1 T i TEM N 0. i i'EM . UAs N r. UN I T PR�____�1 C,E AMOUN T 25Z�. 501 1}'� MONOL I TH I C CONCRE TE CARR f AGE WALK �7� OOO SQ. FT. �. ZZ Z�� 7�+0 � • APPROX. UNiT i TEM LAwBO_R � UAQ NT• UN i T PR_ i CE AMOUN T � � A-10 FOREMAN 20 HR. 1 O. Z 1 204 A•� � BOB CAT OPERATOR 3'7� HR. 9. 04 3, 345 A•j2 $iNGLE AXEL TRK, oR. 33o HR. 8. 63 2�8�F8 A-� 3 TANDEM TRtlCK DR. O }�R. � A-��F 9�0 FRONT ENO LOADER OPERATOR �O HR. 4. 75 Y 9H A•1� aEE FRONT END LQADER OpERATOR 10 HR. 9.75 98 Q��6 TRAXCAVATOR 5 HR. 9. 04 . ' �FS A•�] BLADE OPERATOR 5 HR.-� �0.2 � Sj A-18 SCZAPER OPERATOR O Ha. A• �9 UYNO HOE OPERATOR 5 HR. 9• � �S A•20 PtCK-UP TRUCK 15 HR. 8. 63 129 A•2� � UNSK 1 LLED LASOR 530 HR. 5.44 �F��i73 _...._.�_ LABOR - REGULAR TIME 11, 336 OVERTIME - 10/ 1, 134 � LABOR - SUBTOTAL 12,470 ESTIMATED COST F�R GRADING BER�� AND BOULEVARDS 17, ig6 THE ABOVE RATES FOR EQUIPM�NT ANO LAS�R SHALL APPLY; AND, CONTRACTOR SHALL FURNISIT YERIFtED iTEMIZEb INVOlCES FOR PAYMENT OF FORCE ACCOUW7. OYERTIME FOR I.QBOR SHALL BE PAIO AT � . � TIMES THE RATE ESTABLlSHED HEREiM. � B. SUBSTITUTtGN OF CATCH BASINS • QUE TO LIMITED SPACE BETWE�N CURB ANO SIOEWALK AND CHANGE IN . PLANNED STREET WtDTHS, THE FOLLOWINC CATCH BASINS ARE SUBSTITUTED. ESTIMATED QUAtJTI T! ES � •� APPROX. UN! T � 1 TEM ��0. I TEM � UANT. UN I T PR t C E Ah1� OUNT z5O6. SOg CONSTRUCT CATCH 8AS IN� DESIGN 1'YPE 3$ MODIFIED (1S I NG 2 � SUMP 3 $TRUCT. 490. ��47� z506. �09 CONSTRUGI CATCH SASiN� DES 1 GN 3A Mo�� F I E� 5 STRUC7. 390. �f 950 2��6. �Oj CONSTRUCT CATCH BnstN, � DES i GN SB 7 $TRUC7. 400. z�B00 O. 61TUMINOUS PA7CHING OF EXISTING STREET ANO ALLEY DRIVEWAYS WAS NOT INCLUdED fN THE CONTRACT. THIS WORK IS NECESSARY SINCE . NO PROVISlON k'AS MADE FOR RECONS7RUCTING ORIVEWAY. ESTIFIATEO QUANTI T1 ES � EQU 1 PM£�!T APPROX. UN 1 T fTEM DESCRI PTION UQ ANT• UNI T PRICE AM�OUN_T O-1 KELLEY TQMPER �O HR. Z. 00 2 O D•Z 80B CAT FRONT END LOADER SO HR. 6.75 S4O 0•3 P�cK•uP TRUCK 120 H�t. 2. 50 300 D-3 COMPRESSOR W�BREAKER �O HR. 6.8 O 6H 0-4 S INGLE AxE� TRUCx 340 HR. 4.65 t, 561 D-5 TANDEM TRUCK �ZO NR. 9. OO �� OSO D-E BACKHOE 4H HR. 8.65 4i5 �-� STEEL ao��R 1b5 HR. 4. 05 668 , .0-8 HuBER g�aoE 10 Ha. 6. 75 68 �D-HA S7R6ET SWEEPER ( INCl..UDING ' BRUSH R�PL�CEM�NT) 10 HR. 10. 00 100 � � •� ESTIMATEO EQUIPNENT RENTAL 4, 840 MA7ER ( AL D-� 81TUMiNOUS MIXTURE 2341 M.H. D. sPFC. 810 ToN 6. 50 5, 265 10�/ ON MA7CR i AL.S Sz]' ES.TIMATED MATERiAL COST 5, 792 �a6oR � APPROX. UNIT I TEt�1 D£SCR 1 PT10�1 UA�NT. _ UWI T PR__1 CE AMOUNT - D•�O 'KELLEY TAMPER OP. �� O HR. 9. 0� 90 Q-� � B00 CAT FRON7 ENO �.OAOE R OP. 80 HR. 9. O4 7�3 �•t2 P1CK-UP TRUCK DRIVER ;2� HR. 8.44 1i ��3 D• �3 COMPRESSOR ANO BREAK OP. �O HR. 9.�4 9� D-1� � StNGLE AXEI. TRUCK OR. 3�+0 HR. 9. 04 3i 0]�} O•15 TAI�OEM TP.UCK DR. � �2O HR. 8.90 1, 068 0-16 Bac�c�o� op. 48 Ha. 9. 04 434 D•j 7 $T£EL ROLIER OP. �E>� HR. 9. O4 ��tFg2 D-18 HUBER B�ADE OP. tO HR. 1O.2i 1O2 0•�9 STREET SW�EPER OP. �O HR. 9. 0�} }0 D•2O UNSKI LLED LAF30RER ZjiO HR. 8. � �?6 �ae o� t o,z oz OYERTIME LABOR �{Y/ _, ��_,�?fl . ESTiMaTE� LasoR 11, 222 � ESTtMATEO COST OF 61 TUMiNOUS PATCH{tJG � Zi,8S�+ THE ABOVE F2ATE�S FOR EQU 1 PMEN7 A�JD Laeoa SHALL APPLY; AND, CONTRAC70R 5HdLL FURNlSN YERIF{ ED tTEMIZED lNYOICES FOR PAYMENT OF FORCE QCCOUNT. OYEF2T 1 ME FC3R I.ABOR SHAl.L BE PA 1 D AT � . 5 T IMES THE RATE ESTABL i SHEO HEREIN. SUM�tARY OF ESTIMATED COST - AGD! T! ONAL I�lORK A. GRAJING BERM ANQ DOULEVARDS S17, 196 B. SUBSTITUTION OF CATCH BASINS � 1,845 C. 4" MONOLtTHIC CONCRETE CARRIAGE WALKS 20,740 0. 9i TUMINOUS PATCHING OF EXI STING StREET AND ALLEY O�IVEWAYS ' " 2j� TOTAL ESTf MATED COS7 OF ADDI T! ONAI WORK S61,�35 AI.L WORK SHALL C�NFORM TO SPECiFiCAT10NS AND SPECIAl. PROVISIONS FOR THE PROJECT WHICH ARPLY. SU9JECT T0 CONDITIONS HEREINAFTER SET FO RTH, AN EQUITABLE AOJUSTMENT CF THE CONTRACT PRiCE ANt? ?HE CONTRACT TIME 1S ESTABL.iSHEO� AS FOLLOWSS THE CONTRACT PR10E iS 1NCREASEO SIXTY-ONE THOUSAND SIX HUtJOREO TH I RTY-�'t VE AND NO/100 DOLtARS ($b1, 63�. 00) AND THE CONTRACT TiME iS NOT CHANGED. • THE CONOITIONS LAST ABOVE R�F£RRED TO ARE AS FOLLOWS. �A. THE AFOREMEN TIONED CHANGE, ANO WORK AFFECTED YHEREBY ARE SUB- JEC7 TO ALL CONTRACT 5TIPULAYtONS AND CeVENANTS; B. 'THE R 1 GHVS OF THE C 1 TY OF ST. PAU1. ARE NO'i' PREJUD t CED, AND , C. ALL CLAiMS AGAfNST THE C { TY OF ST. PAUL WHICH ARE INCIOEN7AL TO OR AS A CONS£QUENCE OF 7H� AFOREMENTIONED CHANGE ARE SATISFlED. . � .�ti� � 1 GNA7llRE . . /�` �� • �- � 1 TY OF T. AUL CONSTRUCTI ON ENG iNEER . B % Gtl ' TI TLE . DATE �C[z �� ' ARCOi�! CCN S TRUCT I ON QCCEPTED CO. , (NC„ ADDEi�DUM I AT7ACN�D ARE S7'At�iDAR� PtATES NO. 200�� CATCH BAS IN� OESi GN TYPE �A nn�o No. 2aas, CATCH SAS 1 N� D�s i cs� TYPE 3B FOR CATCH BAS t N DES !GN� l+rlilCN ARE A PART OF THIS CHANGE ORDER. AODEt�DUM i I __.____, .PROV I 5 f Ot�S OF SECT t ON j 09 SHALL NOT APPLY TO AB�YE 1 TEMS. QDD�+�U�H i l ( ....,. .._.__ MQtSRL.Y WAGE Rl�T�S F�R LABOR INC�UDEO HERE IN �4AY NOT APPLY IN EACH CASE �UC CHA(vGES I�d 8AS1C WAGE 5CQLE OR IhCLUDtNG A CLASSiFtCAT10N (�tOY SKOk'i�. I F NOT, THE CON7RQ�YOR SHALL FL1Ry 1 SH A DETA I LfD BREAK— �OW�! FOR Ai�Y CHANGES iN HOURLY WAGE RkTES. NOURLY IdAGE RATES lNCLUOE 8A51C WAGE SCALE, INSUF2ANCE ON LQ60R, BEN�Ft 75 EST:,8L1 SHED BY UN ION CONTRACTS AND 15/ FOR OVER—FdEAQ A(�!D PROFiT. A 6REAY.DOk1'�i OF HOU�^,LY YlAGE RATcS IS ATTACHEO ANU SHOWS THE D£TERMIN�'+— Tf ON FOR �QCM CLASS i F! CAT!0?J OF LA80K. ,