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251933 t � ) ORIGINAL TO CITY CL6RK 251933 � CITY OF ST. PAUL �E N�� NO OFFICE OF THE CITY CLERK COUNCI� RESOLUTION—GENERAL FORM C MMISS�IONE William �5• CiaTiSOfl �� J ATF Januarv 11, 1971 WHEREAS, Additions which �ight prove to b� necessary in the I�provement described as Improvement of Streets, Alleys snd Sidewmlks in CENSUS TRACT 9 and 10, Contract A, Comptroller's Contract L-9002, City E'roject No. 69-G-1889, Barton Contraeting Company, Contractor, hav� been provided for in the Specifications, and WHERRAS, It has been found necessary to nake the following Additions: ADDITIONS As per attached Contract Change Agreement No. 1 $21,636.00 and tiHSRBAS, The total addition is $21,636.00, and the Co�issioner of g*ublic i�lork� has agreed with the Contractor that the amount of $21,636.00 is the correct sum to be C��, added to said contract, therefore be it ► �� RESOLVBD, That the City of St. Faul through its City Council spproves the fore- going additions made in sccordance with the SpecificAtions in the sum of $21,636.00, said amount to ba added to the lump sum consideration named in the contra�ct, known as Comptroller's Contract L-9002, and which amount is to be financed as follows: Census Tract 9 & 10 Fund 3016 $14,424.00 1968 Cspitol Improvement Bond Fund 9068-001 $ 7,212.00 ,EOR PP V A or i un el ��r� � � tal� COUNCILMEN Adopted by the Q�it� L ��ri i 19— .. . . 4 .�!�� . Yeas Nays JAN 12 1971 Butler ✓ pro —19— . � Levine � Tn Favor �� ayo Sprafka A gainat Tedesco JAN 16 �gl� Mr. vice President Meredith PUBLISHED �� CITY OF S�INT PAliL - DEPaRTN,ENT OF PUBLIC WORKS ,�5�� t � 33 CONTRACT CHaNGE AGREEMENT N0. ,�L PROJECT N0, 69-G-1$.gg CONTRACT N0. �,9002 CONTRACTOR„Y��,on Contrectin� Cp�� FRO,TECT DESCRIPTION Imflrovement of�-G,*��ets� pj,1QVS a � dQV j;� tn1'.F'irtstts Tttt�t�r 9 nnd 10_ Contrt�ct t1 • 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 pricea 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 �►ttached agreement betwe�n the Contractor and the City of St. Paul � Construction Engincer, said agree�ent having bo�n approved by ths Houaing & Urban Devalopm�nt region office. . nttached Total Addition as per/Cortract Ciu�ng� Agraeaert No. 1 � $21�636.00 � The above additions are to be financed as follo�►ss Census Tract 9 & 10 Fund 3016 $14,424.00 • � �G � 1968 Capitol I�provanent Bond Fund 9068-� $ 7,Z12.00 , ` � ` '" �� f� �-'G"� -!�� 9� Barto�Con�rac,�ieg Cemnanv �19� on ruct�,om gineer Contractor � � 1� ' � � � � �� ----`"i''f�,�` �� ;~`ti'` � � �'� 1�� $y �� /. �� zr �, /. ;j� /�9;' / Ch3ef Engineer �-�-��- I ��:, ��,� ." < � ��i. �"�, ) �_ _ `" f j, l � ,' / '-t.'l t C-«"�X-L/'-,� � _L��19.� � , tiL �..�. •-_��su-i. i "______--` , 19.�_ Com.missioner ;O�omptroller Original (White) Duplicate (Canary) Triplica�e (Pink) Quadruplicate (Blue) To Contractor To Accounting Div. To Comptroller To Construction Engineer � _ 1. CHANGE ORDER - NO PROCEED ORDER NECESSARY, TIME NOT CHANGED BARTON CONTRACTIr'G COt�'ANY, CONTRACTOR AUGUST 18, 1970 10300 89th AVENUE NORTH CENSUS TRACT 9 & 10 OSSEO, MINNESOTA 55369 69-G-1889 CHANGE ORDER N0. 1 � � GENTLEMEN: IN CONNECTION WITH CONTRACT N0. 9002, DATED OCTOBER 21, 1969 FOR IMPROVEMENT OF . STREETS, ALLEYS, SIDEWALKS AND STORM SEWERS AT SITE OF, PROJECT N0. 69-G- 1889, , CITY OF ST. PAUL, MINNESOTA, THE FOLLOWING CHANGE IS ORDERED IN ACCORDNACE WITH SECTION 109 OF THE GENERAL CONDITIONS ITEM N0. ITEM APPROX. UNIT UNIT AMOUNT QUANT ITY P R ICE 2130.501 WATER FOR DUST CONTROL *364 M-GAL $ 5.50 $2002.00 2105.507 EXCAVATE SIDEWALKS LUMP LUI� LUMP 350.00 BERM AND BACKSLOPE SUM SUM SUM 2105.507 SUB-CUT SUB-GRADE 1000 CU. YD. 1.35 1350.00 105.507 BACK-FILL SUB-GRADE, 1000 CU. YD. 1.35 ' 1350.00 SUB-CUT 501.503 SAW CUT CONCRF.TE 1200 LIN. FT. � 4.04 , 4848.00 SIDEWALK 501.503 SAW CUT CONCRETE 800 LIN. FT. 4.96 3968.00 DRIVEWAY APRONS . ' ; 2104.502 CONCRETE DRIVEWAY 1000 SQ. YD. L.bO 1600.00 REMOVAL • 2341.518 PATCHING BITUMINOUS 100 TON 21.68 2168.00 DRIVEWAYS AND PARKING LOT ENTRANCES , 2531.507 6" CONCRETE DRIVEWAY 500 SQ. YD. 8.00 4000.00 APRON INCLUDING INTEGRAL CURB *fOTAL 21,636.00 � PROVISIONS OF SECTION 109 SHALL NOT APPLY TO ABOVE ITEMS. *Note: Revision of Item No. 2130.501, December 31, 1970. ° � , �• -� OR16i ►JAt- fi . ,. . . c� ,.�,.._.,_�,, � . �� <�`�/�, �� 1 , CHAhGE ORDER - NO PROCEED ORDER NECESSARY, TIME NOT CHANGE� AucusT 18, 1974 BAR;GN COUTRACTING COMPANY, CONTRACTOR CENSUS TRACT 9 � �� t o300 8��y t�vEhuE NOR7H 69_G_ i889 ossEO, r-t� rv;vESOTa 55369 CHANGE OROER N0. 1 GENTLEMEN � IN CONNECTION WITH CONTRACT N0. 9002, DATED OCTOBER 21 , 1969 FOR iMPROVEMENT OF STREETS, ALLEYS, SIDEWALKS AND M�NNES07AERTHETFOLLOWING OF, PROJECT N0. 69—G- 1HHj, CITY OF ST. PAUL, CHANGE IS ORDEREO IN ACCORDANCE WITH SECTION 109 OF THE GENERAL CONDITIONS : � I TE1� N0, i TE:M APPROX. UNI T UNI T AMOUNT QUANITITY PRICE 2130. 501 WATER FOR DUST CONTROL �OOO M—GAL S S• SD SSSOO. 00 Z1OS. SO� EXCAVATE SIDEWALKD LUMP LUMP �uMP 35o• OO BERM AND BACKSLOPE SUM , SUM SUM 2105. 507 sue-Cu-r SUB—GRADE 1000 Cu. Y�. 1 . 35 1350, o0 105. 50] BACK-FI �L SUB-GRADE, 1000 CU. YD. 1 • 35 135�• 00 , SUB—CUT 501 . 503 SAW CUT CONCRETE �200 LIN. FT. 4. 04 4848. 00 SIDEWALK . 5pt , 5o3 saw CUT CONCRETE � $OO �iN. Fr. 4. 96 3968. 00 DRIVEWAY APRONS � 21 O4. 502 CONCRETE DR I VEWAY 1000 SQ• YD. 1 . 60 1600. OO REMOVAL � � �31}� • S�$ PATCH I NG B 1 TUM I NOUS �OO TON 2� . 68 2168. OO . DRIVEWAYS AND PARKING �OT� ENTRANCES 2531 • 507 6" CONCRETE DR � V�waY 500 SQ. Yoo . a. 00 4000. 00 � ANRON INCLUDING INTEGRAL M CURB TOtAL $21 , 636. 00 PROVISIONS OF SECTION 109 SHALL NOT APPLY TO A80VE ITEMSo � � � SHEET 1 oF 4 � l JUSTIFICATION FOR EXTRA WORK I TEM N0. 2 1 �O. SO1 WATER FOR DUST CONTROL STARTING WORK ON THIS PROJECT WAS DELAYED UNTIL MID JUNE �9�0, DUE TO A WORK STOPAGE AT THE BEGINNING OF THE CONSTRUCTION SEASON. DUE TO 7HE DEI..:Y THE CONTRACTOR ACCELERATED THE CONSTRUCTION SCHEDULE WHICH INCREASEO THE MOBILE EQUIPMENT ON THE JOB AND ALSO WORK ON A GREATER NUMBER OF STREETS THEREBY INTENSIFYING THE DUST PROBLEM. THERE HAS BEEN PROLONGED HOT AND DRY SPELI.S WHICH AGGRAVATED THE SITUATION. MEASUREMENT SHA�L BE MADE BY CITY OF SAINT PAUL WATER METER. PAYMENT SHALL BE MADE AT UNIT PRICE PER M—GALLON APPLIED ON THE STREETS. ITEM NO. 2105. 50� EXCAVATE SIDEWALK BERM AND BACKSLOPE SIDEWALK TO BE CONSTRUCTED WAS LOCATED ON NORTH SIDE OF .JENKS 5O FEET EAST OF MISSISSIPPI STREET. PREVIOUS TO THIS CONTRACT THERE HAS BEEN NO SIDEWALK AT THIS LOCA7tON AND PROPERTY AFFECTED WAS UNIMPROVED. SMALL KNOB PROJECTS INTO THE STREET RIGHT OF WAY MAKING IT NECESSARY TO EXCAVATE BERM TO SI �EWALK GRADE AND ALSO CONSTRUCT 1�: 1 BACKSLOPE. PAYMENT SHALL BE MADE OM A LUMP SUM BASIS. I TEM NO. 21 O5. 507 SUB—CUT SUB—GRADE �.FTER STREET EXCAVATION AND SUB—GRADE PREPARATION WAS COMPLETED TO FINAL GRADE THERE DEVELOPED SOFT SPOTS UNDER TRAFFIC. THE SOFT SUB—GRADE OCCURS IN AREAS OF A-6 SOILS. THE EXCAVATION WILL AVERAGE 61BOUT ONE FOOT IN DEPTH BELOW TOP OF SUB—GRADE. MEASUREMENTS SHALL BE MADE BY CROSS SECTION MEASURE. PAYMENT SHALL efi MADE ON THE CUBIC YARD BASIS CROSS SECTION MEASUREDa ITEM NO. 105. 50] BACK—FILL, SUB—GRADE, SUB—CUT THE WORK CONSIST OF BACKFILLING OF SUB—CUTS REFERRED TO ABOVE, WITH A-3 ' SOILS OR BETTER. ORDINARY COMPACTION SHALL APPLY. PAYMENT SHALL BE MADE ON THE BASIS OF INPLACE EMBANKMENT CROSS SECTION MEASURE . ITEM NO. 501 . 503 SAW CUT CONCRETE SIDEWALK� THE PLANS PROVIDED FOR THE REM OVAL AND RECONSTRUCTION OF MOST OLD SIDEWALKS. AT THE BEGINNING OF CONS7RUCTION IT WAS DETERMINED THAT AS MUCH OF THE OLD SIDEWALK AS POSSIBLE SHOULD BE SALVAGED. AS A RESULT 5HORT SEC TIONS OF SIDEWALK WERE MARKED FOR REMOVAL. �THE REMOVAL PROCESS INCREASED THE SAW CUTTING AND REDUCE� THE AREA OF NEW SIDEWAI.K TO BE CONSTRUCTED. DUE TO THE EXCESSIVE SAW CUTTING THE CONTRACTOR HAS REQUESTED EXTRA COMPENSATION FOR THiS WORKo METHOD OF MEASUREMENT SHALL BE THE LINEAR FOOT OF CONCRETE SIDEWALK SHEET 2 oF 4 � . • . ' 7zEM ho. 50t . 5o3 ( co� ' T) . CUT A�� SHA�L COVER ALL SIDEWALKS REGARDLESS OF DEPTN. PAYN�ENT SHALL BE MADE ON THE BASIS OF LINEAR FOOT OF CONCRETE SIDE— ' WAI.K CUT. � " ( TEM NO. 501 . 503 $AW CUT CONCRETE �DRIVEWAY APRONS DRIVEWAY APRONS THAT DO NOT CONFORM TO NEW STREET i� SAW CUT INPLACE + GRADES AND WIDTH. ` METHOD OF MEASUREMENT SHALL BE LINEAR FOOT OF DRIVEWAY APRON CUT. y s. METHOO OF PAYMENT SHALL BE MADE �ON THE BASIS OF LINEAR FEET OF DRIVE— ; WAY APRON CUT. : 17EM N0. 2104. 502 CONCRETE DRIVEWAY REMOVAL F k CONCRETE DRIVEWAY REMOVAL CONSISTS OF REMOVING INPLACE DRIVEWAYS THAT � DO NOT CONFORM TO NEW STREET GRADES AND WIDTHS. � METNOD OF MEASUREMENT SHALL BE BY THE SQUARE YARD OF SURFACE OF CONCRETE : DRIVEWAY REMOVED. . ' t . � PAYMENT SHA�L BE MADE ON THE BASIS OF SQUARE YARDS OF CONCRETE DR'IVEWAY 4 "s REMOVED. ' ; ITEN N0. 2341 . 518 PATCHING BITUMINOUS DRIVE- ; WAYS AND PARKING LOT i ENTRANCES THIS WORK CONSIST OF PATCHING INPLACE BITUMINOUS DRIVEWAYS AND PARKING � �OT ENTRANCES THAT DO NOT CONFORM TO NEW STREET GRADES AND ENTRANCES. , METHOD OD MEASUREMENT SHALL BE BY THE TON OF BITUMINOUS MIXTURE DEL.— IVERED AND USED ON THE PROJECT. M6THOD OF PAYMENT SHALL BE MADE ON THE BASIS OF TON OF BITUMINOUS MIXTURE DELIVERED TO THE PROJECT AND SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND �ABOR REQUIRED TO MAKE THE NECESSARY PATCHES. I TEM NO. 253 t . 50] 6�� CONCRETE DR I VEWAY QPRON INCLUDING INTEGRAL CURB THIS ITEM WAS NOT INCLUED IN THE PLANS AS A CONSTRUCTION ITEM. � METHOD OF MEASUREMENT SHAIL BE BY THE SQUARE YARD OF SURFACE OF CONCRETE DRIVEWAY APRON. METHOD OF PAYMENT ,SHALL BE MADE ON THE BASIS OF SQUARE YARD OF CONCRETE DRIVEWAY APRON. . • ALL WORK SHALL CONFORM 70 SPECIFICATIONS AND SPECIAL PROV{ SIONS FOR . THE PROJECT, WH I CH APPI.Y. • � SHEET 3 oF 4 � . .- • � • . ,, $UBJECT ONTRACDiPROCE ANDETHEFCONTRACTFORME� ISNES�ABLASHEDADASSFOLLOWS : OF THE C THE CONTRACT PRICE lS INCREASED TWENTY ONE THOUSAND SIX HUNDREO THIRTY SIX AND NO/100 DOLLARS ( $21 , 636. 00) AND THE CONTRACT ; T { ME I S NOT CHANGED. THE CONOITIONS LAST ABOVE REFERRED TO ARE AS FOLLOWS : A. THE AFOREMENTIONED CHANGE, AND WORK AFFECTED THEREBY, ARE SUBJECT TO ALL CONTRACT STIPULATIONS AND COVENANTS; B. THE RIGHTS OF THE CITY OF ST.' PAUL ARE NOT PREJUDICE�, AND C. ALL CLAIMS AGAINST THE CITY OF S7. PAUL WHICH ARE INCIDENTAL TO OR AS A CONSEQUENCE OF tHE AFOREMENTIONED CHANGE ARE SATISFIED. • r ��C:�� .;-�,�u-� � "` / S 1 GNATURE ; � -�2�%��2`��L,C-��"�.��ZJ� . C I TY OF T. " L . � BY� TITLE DATE � L� � . . BARTON CONTRACTING � ACCEPTED COMPANY, INC. . � ' $HEE7 4 OF '4 . o��,�,�,�.�,� 251933 CITY OF ST. PAUL �� NO OFFICE OF THE CITY CLERK COUNCIL RESOLUTION-GENERAL FORM ��,�, Vt111i1 s� Ctr�i011 n�,� J�ewas�/ 11� 1l71 �, I►dditiou� �r6iab aisht prs�� to b� a�ssas^�r ia th� Iyrs�nt d�acrib�d as Ly��ts o! Strs�t�. I►ll��s aa� Sid�Malka ie CI�S TRA�Y 9 aar 19, Coatraat A, Captrell��t'� CoAtract L-lOOZ, Ci�y lrs��at llo. 6!•C-1is9. iasten Coats�¢tin� Co�au�, Contnater, �w bNw tsoKd�d tor ir tbe Sp�atiicatiot�ss, aid WItEREAS, It l�as bNn �eand �c�ssarp to iah+� tY� i�llo�riws �ditie�st ADDI?IiONS As p�r attaei� Ceatrsat Ctiaag� Agr��nt Ne. 1 �Z1,i3i.00 sad i1�RiA8, ?lu tetal additioA i� �Z1.636.0�, sad tl� Co�iuiea�s et tmtilio iierb 6u aarNd vitl� tla Cortrutor tbat t1w �st �! �Z1.6��.00 is �6� oorsrat an� to b� add�d to said ea0atract. tiNr�tor� b� !t �fOLYSD. ?Lat tb� CiL� oi St. =wl ths+e�SSL its City Cou�il ap�r��u th� t�rw pia� addi�iosa s�d� in accos�danc� Mi.th tlu Sp�ci!`ic�►tioAS in th� ssa� of =21,636.00. aala aount to b� �dd�d to tLt ln�p aes� eansid�ration aa■�d in t1a aontsact. taw� sa Ce�pts+etl�r'a Coatract L-l002� and rhie� �rue� is !o b� ti�aaN � tollwsc Cansms ?ract 9 � 10 lhind 3016 �14,424.�D 196a Capitol 'Iwps�ovr�t Bond Tund 9068-1lO1 $ 7,21�.00 ;�,N 1 a 19�� COUNCILMEN Adopted;by the Co+�*�� 18— Y�„ xa� �Aa 121971 Butler r.,,..,... � Apprnv� 18_ ��e �n Favor ere � � M�syor ''�pr�8' A oninat Tedesco � Mr ViCe'president Meredith �� Ci;Y �F �AI;+T PAliL - DEPARTMENT OF PUBLIC WORKS 251933 CONTRACT CHANGE AGREEN,ENT N0. 1 � PROJECT NO.��y�^ CONTRACT N0, L-9002 CONTRACTOR,P,��-�j-� Gontractino Cp, FROJECT DESCRIFTION Improve er� nt of„�txe�s, rulr�v_c_ and ,g, d�valk� in CFN;ILS„ TRAf`C 9 nnd 10. �Gont;nct A _ _ __ In accordunce 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 az per ettached agreement bet�re�n tho Contractor and the City of St. paul Construction Engin�er, �eid agreement having be�n �pproved by tba Hou�ing & Urban � Dave�opment region office. attached • Total Addition as per/Contract Clung� Agr�awert No. 1 • $21,636.00 Ths above additiona are to be f inancad as follovss Census Tract 9 � 10 Fund 3016 $14,424.00 �Gf 1988 Capitol Lpro�anent Bond Fund 9068� $ 7,212.00 . � ` / � "� �G°-� -!�''" �'79� Barton Con�ractir►Q Comnano �19 �� on ruct oa i / � � gineer Contractor ``� __��t f{� ��,��„��=�� ._ E ��19 By �1 (". �% ��,� i %/19;, � - �. � i i Chief Engineer� i�'' / ��" '� �f; t,�1 <<r �-�``'�t.-C!� .�-t L�!19�� / /� ,�sr.�i. i < ��g �� Co�r.missioner ��om.ptroller L- Original (White) Duplicate (Canary) Triplica�e (Pink) Quadruplicate (Blue) To Contractor To Accounting Div. To Comptroller To Construction Engineer � 1. CNAA'GE ORDER - NO PROCEED ORDER NECESSARY, TIME NOT CHANGED � BARTON CONTRACTIA'G CO�lPANY, CONTRACTOR AUGUST 18, 1970 10300 89th AVENUE NORTH CENSUS TRACT 9 & 10 OSSEU, MINNESOTA 5�369 69-G-1889 CHANGE ORDER N0. 1 GENTLEMEN: IN CONNECTION WITH CONTRACT N0. 9002, DATED OCTOBER 21, 1969 FOR IMPROVEMENT OF STREETS, ALLEYS, SIDEWALKS AND STORM SEWERS AT SITE OF, PROJECT N0. 69-G-1889, CITY OF ST. PAUL, MINNESOTA, THE FOLLOWING CHANGE IS ORDERED IN ACCORDNACE WITH SECTION 109 OF THE GENERAL CONDITIONS ITEM N0. ITEM APPROX. UNIT UNIT AMOUNT QU ANT ITY P R ICE 2130.501 `WATER FOR DUST CONTROL *364 M-GAL $ 5.50 $2002.00 2105.507 EXCAVATE SIDEWALKS LUI� LUI� LUI� 350.00 BERM AND BACKSLOPE SUM SUM SUM 2105.507 SUB-CUT SUB-GRADE I000 CU. YD. 1.35 1350.00 105.507 BACK-FILL SUB-GRADE, 1000 CU. YD. 1.35 1350.00 SUB-CUT 501.503 SAW CUT CONCRF.TE 1200 LIN. FT. � 4.04 , 4848.00 SIDEWALK 501.503 SAW CUT CONCRETE 800 LIN. FT. 4.96 3968.00 , DRIVEWAY APRONS 2104.502 CONCRETE DRIVEWAY 1000 SQ. YD. 1.60 ' 1600.00 REMOVAL 2341.518 PATCHING BITUMINOUS 100 TON 21.b8 2168.00 DRIVEWAYS AND PARKING LAT ENTRANCES , 2531.507 6" CUNCRETE DRIVEWAY S00 SQ. YD. 8.00 4000.00 APRON INCLUDING INTEGRAL CU RB *TOTAL 21 ,636.00 PROVISIONS OF SECTION 109 SHALL NOT APPLY TO ABOVE ITEMS. *Note: Revision of Item No. 2130.501, December 31, 1970. ' ' "`� r.l /��. d� `" ` OR16i ,, , . . (� / . �; p.jv�,.�wuv � � ��i 1 �.�):� ! 1 . CHAhGE OROER - NO PROCEED ORDER NECESSARY, TIME NOT CHANGEO AUGUST 18, 19�� QAR;ON COyTRACTING COMPANY, CONTRACTOR CENSUS TRACT 9 � �0 � Q3O� SGTH AVENUE NORTH (9-G- �889 �SSEO� t�11NNESOTA 55369 CHANGE ORDER N0. 1 GENTLEMEN � IN COhNECTION WITH CONTRACT N0. S�pEWA�LKSEANDCS�TORM SEWERS6ATFSRTE IMPROVEMENT OF STREETS, ALLEYS, OF, PROJECT NO. 69-G- i889' NCEYWITHSSECTION' 109NOFS�THE' GENERAOLLOWING CHANGE IS ORDERED IN ACCORDA CONDITIONS : � APPROX. UNIT UNIT AMOUNT I TE�! N0. I TEM Q�qN I T I TY PR I CE 213Q. 5O1 WATER FOR DUST CONTROL IOOO M-GAL S S• SD SSSOO. 00 2105. 50� EXCAVATE SIDEWALKD LUMP LUMP �uMP 350• OO BERM AND BACKSLOPE SUM . SUM SUM 2105. 507 sus-CuT SUB-GRADE l000 Cu. Y�. 1 • 35 1350• 00 105. SO] BACK-FI Ll. SUB-GRADE, 1000 CU. YD. 1 . 35 �350. 00 SUB-CUT SQ1 , 503 SAW CUT CONCRETE 1200 LIN. FT. 4. 0�+ 4848. 00 SIDEWALK . 5p1 , 503 saw CUT CONCRETE � HOO l.irv. Fr. 4. 96 3968. 00 ORIVEWAY APRONS � 2104. 502 CONCRETE DR I VEWAY 1000 SQ• YD. 1 . 60 1600. 00 REMOVAL r � �31}j . 51$ PATCHING BITUMINOUS ��0 T01�0 2� . 68 2168. �� DRIVEWAYS AND PARKING LOT- ENTRANCES 2531 • 507 �� CONCRETE �3R 1 V�WAY 5�� $Q. Y�. . �. 00 4��• Do -� ANRUN INCLUDING INTEGRAL o CURB T01'AL $2 t , 636. 00 PROVISIONS OF SECTION 109 SHALL NOT A,PPLY 70 ABOVE OTEMS. � � " SHEET 1 oF 4 � . . � �- . ' JUSTIFICATION FOR EXTRA WORK I TEM h0. 2 1 �O. 501 WATER FOR DUST CONTROL STARTING WORK ON THIS PROJECT WAS DELAYED UNTIL MID JUNE 1970, DUE TO A WORK SiOPAGE AT THE BEGINNING OF THE CONSTRUCTION SEASON. DUE TO THE DELAY THE CONTRACTOR ACCELERATED THE CONSTRUCTION SCHEDULE WHICH INCREASE� THE MOBILE EQUIPMENT 'ON THE JOB AND A 'LSO WORK ON A GREATER NUMBER OF STREETS THEREBY INTENSIFYING THE DUST PROBLEM. THERE HAS / BEEN PROLONGED HOT AND DRY SPELLS WHICH AGGRAVATED THE SITUATION. MEASUREMENT SHA�L BE MADE BY CITY OF SAINT PAUL WATER METER. • PAYMENT SHALL BE MADE AT UNIT PRICE PER M—GALLON APPLIED ON THE STREETS. ITEM NO. 2105. 50� EXCAVATE SIDEWALK BERM • AND BACKSLOPE SI �EWALK TO BE CONSTRUCTED WAS LOCATED ON NORTH SIDE OF .IENKS SO FEET EAST OF MISSISSIPPI STREET. PREVIOUS TO THIS CONTRACT THERE HAS BEEN NO SIOEWALK AT THIS LOCATION AND PROPERTY AFFECTED WAS UNIMPROVED. SMALL KNOB PROJECTS INTO THE STREET RIGHT OF WAY MAKING IT NECESSARY TO EXCAVATE BERM TO SI �EWALK GRADE AND ALSO CONSTRUCT 1=¢: 1 BACKSLOPE. PAYMENT SHALL BE MADE ON A LUMP SUM BASIS. ' SUB—CUT SUB—GRADE I TEM NO. 21 O5. 507 AFTER STREET EXCAVATION AND SUB—GRADE PREPARATION WAS COMPLETE� TO FINAL GRAOE THERE DEVELOPED SOFT SPOTS UNDER TRAFFIC. THE SOFT SUB—GRADE OCCURS IN AREAS OF A-6 SOILS. THE EXCAVATION WII.L AVERAGE ABOUT ONE FOOT IN DEPTH BELOW TOP OF SUB—GRADE. MEASUREMENTS SHALL BE MADE BY CROSS SECTION MEASUREo PAYMENT SHALL BE MADE ON THE CUBIC YARD BASIS CROSS SECTION MEASURED. ITEM NO. 105. 507 BACK—FILL, SUB—GRADE, SUB—CUT THE WORK CONSIST OF BACKFILLING OF SUB—CUTS REFERRED TO ABOVE, WITH A-3 � SOILS OR BETTER. ORDINARY COMPACTION SHALL APPLY. PAYMENT SHALL BE MADE ON THE BASIS OF INPLACE EMBANKMENT CROSS SECTION MEASURE . � ( TEM N0. SO1 . SO3 SAW CUT CONCRETE SIDEWALK THE PLANS PROVIDED FOR THE REM OVAL AND RECONSTRUCTION OF MOST OLD SIDEWALKS. AT THE BEGINNING OF CONSTRUCTION IT WAS DETERMINED THAT AS MUCH OF THE OLD SIDEWALK AS POSSIBLE SHOULD BE SALVAGED. AS A RESULT SHORT SEC TIONS O� SIDEWALK WERE MARKED FOR REMOVAL. THE REMOVA� PROCESS INCREASE� THE SAW CUTTING AND REDUCE� THE AREA OF NEW SIDEWALK TO BE CONSTRUCTED. DUE TO THE EXCESSIVE SAW CUTTING THE CONTRACTOR HAS REQUESTED EXTRA COMPENSATION FOR THIS WORK. METH00 OF MEASUREMENT SHALL BE THE LINEAR FOOT OF CONCRETE SIDEWAIK SHEET 2 oF 4 � . .. :. 1TEM N0. SO1 . 5o3 � CON � T� , CUT AN� SHA�L COVER ALL SIDEWALKS REGARDLESS OF DEPTH. PAYN;ENT SHALL BE MADE ON THE BASIS OF LINEAR FOOT OF CONCRETE SI�E- ' WALK CUT. � ITEM y0. SO1 . SO3 SAW CUT CONCRETE ' �ORIVEWAY APRONS DRIVEWAY APRONS THAT DO NOT CONFORM TO NEW STREET /i SAW CUT INP�ACE i GRAOES ANO WI �TH. METHOD OF MEASUREMENT SHALL BE LINEAR FOOT OF DRIVEWAY APRON CUT. �i r• METHOO OF PAYMENT SHALL BE MADE ON THE BASIS OF LINEAR FEET OF �RIVE- ; WAY APRON CUT. : ITEM N0. 2104. 502 � CONCRETE DRIVEWAY REMOVAL F k CONCRETE DRIVEWAY REMOVAL CONSISTS OF REMOVING lNPLACE DRIVEWAYS THAT r DO NOT CONFORM TO NEW STREET GRADES AND WIDTHS. ; METNOD OF MEASUREMENT SHALL BE BY THE SQUARE YARD OF SURFACE OF CONCRETE �RIVEWAY REMOVED. . � � PAYMENT SHALL BE MADE ON THE BASIS OF SQUARE YARDS OF CONCRETE DR'IVEWAY i ; REMOVED. ' ; ITEN N0. Z341 . 5�$ PATCHING BITUMINOUS DRIVE- t WAYS AND PARKING L07 i ENTRANCES � THIS WORK CONSIST OF PATCHING INPLACE BITUMINOUS DRIVEWAYS AND PARKING � LOT ENTRANCES THAT DO NOT CONFORM TO NEW STREET GRA�ES AND ENTRANCES. , METHOD 00 MEASUREMENT SHALI. BE BY THE TON OF BITUMINOUS MIXTURE DEL- IVERED AND USED ON THE PROJECT. M6THOD OF PAYMENT SHALL BE MADE ON THE BASIS OF TON OF BITUMINOUS MIXTURE DELIVERED TO THE PROJECT AND SHALL INCLU�E ALL MATERIALS� EQUIPMENT AND LABOR REQUIRED ?O MAKE THE NECESSARY PATCHES. 1 TEM NO. 253 t . 507 6�� CONCRETE DR I VEWAY APRON 1NCLUDING INTEGRAL CURB THIS ITEM WAS NOT INCLUED IN THE PLANS AS A CONSTRUCTION ITEM. �� METHOD OF MEASUREMENT SHALL BE BY THE SQUARE YARD OF SURFACE OF CONCRETE DRIVEWAY APRON. METHOD OF PAYMENT �HALL BE MADE ON THE BASIS OF SQUARE YARD OF CONCRETE DRIVEWAY APRON. , � ' ALL WORK SHALL CONFORM TO SPECIFICAT{ONS AND SPECiAL PROVISIONS FOR . THE PROJECT, WHICH APPLY. • � SHEET 3 oF 4 - . . + • SUBJECT TO CON� � PR�CE ANDETHE�CONTRACTFORME� ISNES�TABLASHEDADASSFOLLOWS : OF THE CONTRACT THE CONTRACT PRICE IS INCREASED TWENTY ONE THOUSAND SIX HUNORED THIRTY SIX AND NO/100 DOLLARS ( $21 , 636. 00) AND THE CONTRACT T I ME I S NOT CHANGED. 7HE CONDITIONS LAST ABOVE REFERRED 70 ARE AS FOLLOWS : A. THE AFOREMENTIONED CHANGE, AND WORK AFFECTED THEREBY, ARE SUBJECT TO ALL CONTRACT ST ( PULATIONS AND COVENANTS; B. 7HE RIGH75 OF THE CITY OF ST. PAUL ARE NOT PREJUDICED, AND C. ALL CLAIMS AGAINST THE CITY OF ST. PAUL WHICH ARE INCIDENTAL TO OR AS A CONSEQUENCE OF THE AFOREMENTIONED CHANGE ARE SATISFIE�. . , r , i '�C:�� ;/.-��c--� i S I GNATURE ._��.__ ' /l �2�%'��2'�:��`'"�.0 7��':- ��k�, . ' CITY OF T. /Y L BY ` � TITLE DATE � G� v . . BQRTON CONTRACTING .�. ACCEPTED COMPANY, INC. ' . • SHEET 4 OF ' 4