Loading...
250638 s + � � ORIGINAL TO CITY CL6RK � CITY OF ST. PAUL couNCa �o+� �� OFFICE OF THE CITY CLERK �+�E NO. � CO RESOLUT ON—GENERAL FORM C MM19S�IONE O C t • ISf � \ pTF \ WHHRSAS, Additians vhich sight prove to be cessarq in the i�prove�ent described as the ALBAAiY-AR�NA RBI,ISF STWBR, Co�ptroller's Contract L-��- 727� City Froject No, 70-5-1239, Beatson & Kelly Contractors, Inc., Contractor, l�ave been provided for in the Specifications, a�nd WHBRB�S, It k�as been found necess8ry to make the following Additions; ADDITION Total cost as per attached schedule $3,823.56 �) and t 1,, t�1HSRBAS, The total addition is $3,823.56, aad the Cossissioner of Fublic i+Iorks has agreed with the Contractor that the amount of $3,823.56 is tha correct sum tu be added to said contract, therefore be it RBSOLVED, That the City of St. Paul through its Citq CounMl approves the for�gc►ing additioas �asde in accordaace with the Specifieations in the sum of $3,823.56, said a�mc>uat to be added to the lu�p sum con�ideration naaied in the contract, known ac Cc��ptroller's Contract L- , and Which �munt is to be financed from 1970 Capital I�prove�ent Bond und�s 9270-4fJ4. � � n D � � o' m � v 0 � � N fD COUNCILMEN Adopted by the Counci� SEP 2 9 �97Q19_ Yeas Nays Butler SEP 2 ' 1']� Carlson Ap 19— Levine ' � Tn Favor Meredith Sprafka U yor Tedesco Against Mr. President, McCarty PUBUSHED QCT 3 �970 � _ . . . . . . ., � . �5��b�8 ,,,,, ,,;,,,,.�,. Change Order No. 2 AlbanyArona Relief Sewer 70-5-1239 Cost of Work not included in plans and snecifications 1. Construct two concrete saddles over existing sa�itary sewer pipe to suppo�t new stonn sewer pipe at corner of Albany and Aro�a where clearnce between pipes was less than ! anticipated with cost of work calculated on force account basis: � i �' 308 Oragline/Crane incl . operator ; 645 AC Loader incl, operator ; Labor: Foreman $6.30 per hour 9 hours Ca 34.00 $306.00 Pipelayer 5.55 per hour 4� hours (� 26.00 117.00 � Helper 5.5o per hour - � $17.35 per hou.r ` 1 .40 per hour , ' Total $2Ti.T9 per hour 9 hours @ 24.29 218.61 � Trench box rental and forming materials 168.75 � Concrete 6 cy C� 16.70 10�.2� ' Total S 910•56 � 2. Provide soil compaction tests on Albany at direct cost 55.00 � j. Construct one Type 2B Catch Basin at Asbury and Frankson not included in ' plans and specificattons but required because of new elley construction . since pians were prepared with cost of work calculated on Contractor's , breakdown of unit prices: 1 Type 28 Catch Basin C� 320.00 320.00 24 l .f, of 12" Class IV RCP @ 9•00 216.00 12 s.y. of bttuminous street restoration C� 3.5� 42•..�� � Total 578.00 4. Extend storm sewer line in alley off of Frankson to provide better drainage of low area: 25 1 .f. of 15" Class IV` RCP C� 10.00 � 250.00 � 5. Remove abandoned center well at Pascal and Almond not on plans 50.00 6. Construct 3 blocks of bituminous lip curbing on Arona to prevent boulevard erosion on steep grade C�$100 per block negotiated price 300.00 • 7. Construct 2 Type 2B Catch Basins in lieu of Type lA: 2 C� 70.00 ' 140.00 8. Install extra bituminous material at various locations to fill low spots in gutters and correct deficient grades in order to provide proper drainage and eliminate ponding: 36 tons C� 15.00 540.00 9. Reconstruct sanitary sewer service lines on Almond where lines were extremely shallow which work was �ot anticipated in bidding since it normslly couid be expected that the lines wouid have been deep enough � to not conflict Ntth the new construction: 5 each C� 200.00 1 ,000.00 TOTAL COST FOR WORK UNDER THIS CHANGE OROER � 53,823.56 , � _ ; • � .. . � � � 250�38 DYM.IGT�TO rRIN7tR - CITY OF ST. PAUL F�UNqL NO . OFFICE OF THE CITY CLERK • COUNCIL RESOLUTION--GENERAL FORM C•�OMM�ISS ONEo Rn1flrt �. S�r�� nA� �EAS, Additie�u Mbiah ■isbt prcr� to b� e�sc�asar� i� th� i�s+c�v�t describ�d as tL� AI�ANY-ARONA AELIE1t Su1E�, Corptroll�s's Contract L•71'��. City Bro�act llo. 70-5-1239. E�ataor� 6 1C�lly Contnctoss. I�ac., Contractor. hav� be�a proridsd tor in tl►� Sp�cilications, aaEi �►S, It bta bsw fauud A�c�ssary to �alc� thr tollw�►ing Additiomss ADDITI01t Total ooet u �r attach�d acta�3u1� �3,8�3.56 aad i�A�. T� total addition i� $3.8Y3.56. aad th� CortssioeNr of public tiorks W►s atrNd Mith tLr Coatr+�ctor tbat t6� rouAt o! _��d13.S6 is t1a �orr�ct au� t�o b� add�d to aald contr�►ct, th�rator� b� it RESOLVED, Tl�at tb� Gity of St. I'�ul thr�u�L it� City Conaeil a�sovu t1N tos��oin� a�ditioe�a �ad� i� �ccss�dsec� Mitl� the �p�ciiieaatioas in tlM awi o! S3�aZ3.S6, sald +uwunt to b� adde� to t�e lu�p suw contid�s�tioo aa��d in tbi asmtrsct, kew�m aa Go�ptsoll�r'a CoAtraat L-7Z'��. aed Mhiait aaount i� to b� tiaanc�d lso� 1970 Capital i�psn��nt Do� FnAda l370-�it�4. � EP 2'11�70 COUNCILMEN ' Adopted by the Counci 19— Yeas Nays Butler A��v�SEP 2 � 1�J70 19- Carlson Levine T� Favor Meredith �ayor Sprafka , t Tedeaco Mr. President, McCarLy �� v . � � , � . . ..► . .. , , � � . • ` . ��� _L�� . �j �,,.,,�,,,,. Change Order No. 2 AlbsnyArona Relief Sewer 70-S-1239 Cost of Work not included in plans and saecifications _ . . 1. Construct two concrete saddles over existing sanitary sewer pipe to suppo�t neM► storm sewer pipe at corner of Albany and Arona where clearnce between pipes Nas less than . . anttcipated with cost of work caiculated on force account basis: � . �� �, 30B Dragline/Crane incl , operator � I� 645 AC Loader incl, operator '� � Labo�: Foreman $6.30 per hour 9 hours C� 34.00 $306.00 � • Pipelayer 5.55 per hour 4� hours @ 26.00 117.00 „ � Helper 5.50 per hour • � $17.35 per hour � 1 .40 per hour , Total $2�E.Ti9 per hour 9 hours C� 24.29 218.61 - Trench box rental and forming materials 168•75 � Concrete 6 cy (a 16.70 100;2� Tota1 $ 910.56 2. Provide soil compaction tests on Albany at direct cost ' SS•� �- _ � 3. Construct one Type 2B Catch Basin at Asbury and Frankson not inciuded in pians and specifications but required because of new altey construction • since plans were prepared with cost of work calculated on Contractor's , � breakdown of unit prices: ' . 1 Type 2B Catch Bastn C� 320.00 320.00 24 l .f. of 12" Class IV RCP C� 9•00 216.00 12 s.y. of bituminous street restoration C� 3.50 42•._ � Total 57$.00 4. Extend storm sewer line in alley off of Frankson to provide better drainage of low area: 25 1 .f. of 15" Class IV' RCP C� 10.00 250.00 • 5. Remove abandoned center well at Pascal and Aimond not on plans 50.00 6. Construct 3 blocks of bituminous lip curbing on Arona to prevent � boulevard erosion on steep grade (�$100 per block negotiated price 300.00 • 7. Construct 2 Type 2B Catch Basins in lieu of Type lA: 2 C� 70.00 140.00 S. Install extra bituminous material at various locations to fill low spots in gutters and correct deficient grades in order to provide proper drainage and eliminate ponding: 36 tons C� 15.00 5�+0.00 9. Reconstruct sanitary sewer service lines on Almond where lines were ext�emely shallow which work was not anticipated in bidding since it normally couid be expected that the lines would have been deep enough � to �ot conflict with the new construction: 5 each Ca 200.00 1 .0_ TOTAI C05T �OR WORK UNDER TNIS CHANGE ORDER � S3,8T3•Sb � _ , .