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252126 . �. . � � �52�.26 ORI6INAl.TO CITY CLlRK CITY OF ST. PAUL �uNCi� NO. OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM PRESENTED 6Y COMMISSIONE � ATF i WHEREAS, Additions which might prove to be necessary in the Improvement described as I�provement of Streets, Alleys and Sidewalks in CENSUS TRACT 9 and 10 and Construction of a Storm Sewer Syste� known as 'WALSH-IVY ffiCTENSIONS, Comptroller's Contract L-9007, City Project Nos. 70-G-1890 and S-1401B, Arcon Construction Co�psny, Inc., Contractor, have been provided for in the Specifica- tions, and WHgREAS, It has been found necessary to make the following Additions: Change Agreement No. 1, as per attached schedule. There is no change in contract price or contract time. Change Agreerent No. 2, as per attached schedule and attached Contract Change Agreement No. 2: $42,609.03 and WHEREAS, The total addition is $42,609.03, �nd the Commission�r of Fublic Works has agreed with the Contractor that the a�ount of $42,609.03 is the correct sum to be added to said contract, therefore be it Uj/"�1� RfiSOLVED, That the City of St. Faul through its City Council approves the � foregofng additions made in accordance with the Specifications in the suei of $42,609.U3, said amount to be added to the luep sum consideration named in the � contract, known as Comptroller�s Contract L-9007, and which amount is to be ~� f it�ar�ed as f o l lows: �` Census Tract 9 and 10 Fund 3016 $24,226.02 1968 Capitol Improvement Bond Fund 9068-001 $18,383.01 �=aRM _Pr��:,�� sst, orporaii ; 1 . �9��1 COUNCILMEN Adopted by the Counci A N Z 6 19— Yeaa Nays Butler �AH 2 61971 Carlson A � 19— Levine �jn Favor Meredith � Sprafka � � A gainst Tedesco JAN ;� V 1�j1 Mr. President, McCarty PUBLiani.11 --- �� C�TY� OF ��I�;T r<��L - �EPi�FT,'��'fi OF PUBLIC WO°KS �� NO, Z �� CONTRACT �CN.��NGE AGRE�✓�T 1 _ PR�JECT P;O. {;- 1��+� �ti 5-1l�n� CON�'Rt�CT N0. I..-�''��7 �_ CONTP.�CTOR��n,��.�;�,.t��-�nn Co. rRO,TFCT DESCP.IFTION_j_� .r�v�--�,t o` ;t-��^ ',. 1^��;;:::y�'��'S`iS �tE;(�",�c: lQ - Also ��n�tn�ct ��".L"'�_.`^:'^L�'°�.^�.'L::^_��^_:I'�;j-IV��;�Tr''T„�.L�T' _ � L7 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 iteTMs 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. A� per attached schedule. There is no change in contract price or contract tisne. t. /l / �-i� , c� / � /� �, , ; %-.<- , �.c,� ��9 / � Arcon Constnzc�ion Ccrs�Zy 19 Construc'tion Engineer r �..--Gontrac�or �,J � / ,� � _/'..!' '' � �' - ��' �� t _ ! ��> 19�! By; /,iw��i L,. _,�---, �j../�I'' 19 �/ `✓" . +� ,.�� , Chief Engineer / - �-,- . . / / ' � a�'.. �, � ( ; � ;� / /`i 19 �� .,` � ��'/'�,.�_._ 19 _..f -, w Commissioner � , -��'�� Com�tr.ol�.er �~' - , Original (White) Duplicate (Canary) Triplicate (Pink) Quadruplicate (Blue) To Contractor To Accounting Div. To Comptroller To Construction Engineer . w J � ',`� , , , ' , . • � � ` CHANGE ORDERS AND CON7RACTOR' S CER7IFICATE AND RELEASE (FORMS) � 1 . CHA?�GE ORDER - NO Pr�OCEEO ORDER NECESSARY, TIME NOT CHAtJGED �rcon Conctruction Company, Contractor Jim e 18, 1970 1�ora, Minnesota Census Tract 9 � 10 70-�-1890 70•S-1401 B CHANGE OROER N0. 1 / Gentlemen: In connection with Contract No. 9007 ,dated MAY 25. 1970 for' imorovement �f streets, al leys, si dewatks and storm •sewers at si te of, Proj�ct No. 70-G-18�0 and 70-S-1j+O1B, City of Saint Paul , Minnesota, the following change ; s ordered in accordance with Section 109 of the General Conditions: Revi se Speci al Provi si on D-5, BASE COURSE PLNCED 333.614 as fol lowss Detete naragraph A, B-5•2 2331 .2 Materials: "A. Ac��regate shatt conform to Mineral Aggregate, 3138 Aggre- �ates for Surface and Base Courses, Table 3138-i Class 4. Mineral Filler will not be requ9red. The Contractor sha11 not be limited to the ' Single Aggregate Type' and may sub- stit�.�te Divided Graded Aggregate, Type 3139, BA-1 . No compensation in addition to contract unit price will be paid : if Contractor chooses to use 3139, BA-1 ." l�tnd substi t��te the fol 1 owi ng: "g-5•2 2331 .2 Materiats: 1 A. Aggregate shall conform to Mineral Aggregate, �' Single Aggregate Type' , Type 3139, BA-2, or Divided GradedAggregate, Tyoe 3139, BA-1 ." . � Attached is the comnlete Special Provision "B-5 BASE COURSE PLACED 331 .614: Revi sed ��tay 12, ,197�•" This changed order provides the use of a higher quality Mineral Agnre- gate tlian that which was arginalty specified and there is no change in•�the Unit Price for Base Course placed. Subject to conditions hereinafter set forth, an equitable adjustment of the contract pricc and the contract time is established, as followss THE CO�dTRACT PRICE I S NOT INCREASED AN�D THE CONTRACT TIME ° IS PJOT CHAWGED. The condition last above referred to are as followsa A. The aforementioned change, ��d work affected thereby, are subject to all contract stipulation s and convenants; � 1 � - . ,• • . � • �Y' � � � , �.'�t.y O� St.• �Fi11�. • cenaus Tracts 9 end 10 B-5 s�sE ccx.rR:� �cm 33i.6i4): (Revisea_r��.2� 19�0,� B�se Course Placed 8hc311 be constructed in accordence xith provisions oP 2331, Plant Mixed Bituminoua Slxrface (singl.e �regate �ype), except as r�odiYied herein: B-5•1 2331•1, Deacription: This rrork ahell conaiat of constricting � Base Caurse on subgrade ahaped to conPorm to typical roadxey . sections. • 8-5•2 2331.2, rtateria7.e: ' p. A�,rre�ate ahall conform to Minerel Aggre�ate, "Single A�,reaate Typ�", Type 3139, BA-2, or Divided tfraded , . �egate, Type 3139, BA-1. ' B. Bitur�lnvus Mater3al 57iecifieation 3151 shall be AC-1 (85-100) penetration. B-5•3 2331•3, Conetructlon Requirea►ents: C. Equipm�nt: Cl, Bi�uza�noua Mixing Plent, ahaZl be batch type and shall confor� t.o require�menta es specified in Speeifications. C2a., Bituzzinous Pavera. If Contractor electe, bituminous base courae mgy be constructed with �ator greders or other equipment having auPPicient horaepower capable oP efficiently constructing Bitvainoua Treated Bese to proper contvur end elevation. C2c, Roller, $hall be capable oP ca�pe�cting total depth oP � construc�tion. D. Mixture Proportions: � � The range for bitLminous cont�nt for Bar�e Course ahall be inereased to a maucimum 5•0� end shall b� c�eteraiined by the � source and gradation of aggregate. E. ThicM�eas and S�rPe�ce Require�znents: The Base Course shall be conatructed to the planned thiclrneae ; in one lqyer. � The Concrete Curb and (iutter ahsll be constructed prior to placing the Baee Course. 8-5•4 Method of Payment: ' pqyment for Base Caurse placed ahall be by the aquare yard �. . per apecified thicknese and shall fnclude all labor, equip- � ment cuid materiela neceasery to conatruct the Bese Co�ures. . . , . , •�, , . . � , � � i , � CHANGE ORDER N0. 1 6/1,8/70 . � B. The rights of the City of SL. Paul are not prejudiced, and C. All claims against the City of St. Paut which are incidentat to or as - a consequence of the aforementioned chanqe are satisfied. . j . , � 7-r�'�� . i nature r -G-L��.��/� �-(�7Z2��1%�'L� . ��Q'i�� / . ��Ci ty of St. Paul By � Q . i ' Ti t 1 e �_-� :`�-� Date � - 9—?� Accepted ARCON �ONSTRUCTION CO.� �NC. Contractor � � , . � , Cili�� . .. ... . . �. ._ — . .., .,.,.... _ . � . ._.. � ,. ...i � v�...�.,�n'.�. �'.�i'....r.t:� nl�:..- '-...,.,i�l C�.J. � .�11rai�!�a .� - — �- ----- ---- �. ,.._� :�v. .��J.----- / ---- C�Ji��:�:tiC1�G�_ '!'� — ; `.i(��1 �iU. . ;�n - ._ .. . _ i , -�� •.1. . 7., r l•- .1 i � l � �.V � . 1 i�1;a�._�. .... � �. . . �__�.-._"_--._____ _t�____ �'�� _ __ ? —L�1-��'�. — r.----` \------�-------- -------' e� ----.T-- ----___'_ I:: ncco: . ... . _ _;:-, �c.�,.�or. ;� o� �:e �;..rter o� t'r.c City oi Sair.� P�ul, t'r.e Cc:::r.:�.:sicner , o: P;:;�,�ic ,._rr:� ,._� a�:ec� ��it'r. t:e Ccr.t�acto� tnat the �asis of pay;nent ar.� prices � :OZ' i�C:',3 �i�+!:: ,... �Gt� C.".'�.�Vi'S ueSCT'l�C� �v10W� :Ot Ot�E�W1S� ir.C1UQ8�7' L"1 ;i.v1e cor.tract, ? are t'r,e reaso�,a cie costs o: those ite:�.s for additions to, or deductions fror�., the contract. ; i � Fu�DITIOii� i � /+dditions Es per attnchcd a�rce^ent beterccn tha Contractor und the City of St. Paul ! Construction Enr;inccr, suid a�rce��nt hEVin� becn u�proved by the F:oucing & Urban Davalo;,-w,ent rc�ion o�ficc. � i i Totul tidu:tion as pe� Contract Ch^.ngc A�rcc�eat ;;o. 2 • $42,609.03 � � � � � � The aoove ndditions sra to bQ �ir�cncod cs follow�: � Cansus Tract 9 & 10 Fur,d 3016 $24,22b.02 � 1968 Ca itol Im rovemen� IIond Fund 9063-101 � ; p p $15,383.01 � � � � i � � I , ,l- - • /, ��:I �� / , . , • ..._ �� . �i: ; .. /.—�:.� r:GG' hTCni7 �;C)n^•Z'..�tl�"1?�('•0�.::W++wX � /, �1,9 . . -------- � . . . ✓:;ons'truct��on Engineer or.trac�or f� / � ,� ;c� �j:. � �i�� -/-�% /,�-�.,��; �J � / �;� ,, i'i, i" 19, � �Y.�.i•;. ,� 'i�"�' �'�=19 � i �Chief En�ineer � � / � � �-'�` -�'t;� l.� �_ /� � � . \ � �� .�r ? � " '�� ..._� ��19 � � - ___ �"� �-''' 1� Corr.n:is�ioncr '-"��' Corrptroller < , , ,. . 3 Ori�inal (White) Duplicate (Canary) Triplicate (Pink) Quadruplicate (Blue) � Tt? ri�:','� . ''i,n. 7'O i�G'CDUT1u1;�y 7:.V. TO C.�",.',�li,:G�..:.C�: �:� l�.CiY.ti4i::Ca'i.i0:. .7ineer U � ' � --� fM � �'• '�_ + . �• i . �H.".!!GE OROER - Iv0 PROCEEO ORDER NECESSARY . ,�RCON CONSTRUCTION COMPANY� CONTRACTOR CENSUS TRacT99�� O rfoAa, MtNNESOTA 7o-G- t890 _ 70-S- 1401 B � i% CHANGE ORDER N0. 2 GEtJTLE��IEN : _ IN CONNECTION WITH CONTRACT N0. jOO�, DATED MAY 25, 1970 FOR IM- PROVEMENT OF STREETS , ALLEYS, SIDEWALKS AND STORM SEWERS AT SITE OF� PROJECT N0. ]O-G- 1H9O AND �O-S- 14O1B, CITY OF SAINT PAUZ, MINNESOTA THE FOLLOWING CHANGE IS ORDERED IN ACCORDANCE WITH . SECTION � O9 OF '%� - TNE GEPIERAL COND I T I ONS : . THE FOLLOWING CONSTRUCTION ITEMS WERE NOT INCLUDE� AS PAY ITEMS AND ARE �EEME� NECESSARY TO CONSTRUCT THE PROJECT. 1 -=" `:G. ITEM �, APPROX. UNIT UNIT AMOUNT QUANTITY PhICF 2130. 501 WATER FOR DUST �ONTROL � ��0 M-GAL $6. 30 $6300. 0� • 2 t o5. 507 sua-CuT sua-GRADE t o00 :�Cu. Y�. 1 .�55 1550. 00 � �5• 535 L�ACK-F I LL sue-GRAqE 100o Cu. Y�. �1 :•55 � 550. 00 SUB-CUT . 521 . 503 saw cuT CoNCRErE 1200 . Li►v. FT. 4. 65 5580. 00 SIDEWALKS 53� • 509 SAW CUT CONCRETE HOO �IN. FT. 5. �� 4560. �� DR I VEWAY APRONS 2104. 502 COr1CRETE DR 1 VEWAY 1000 SQ. YD. 1 .84 1840. 00 PAVEMENT REMOVAL �`. 253 � • 5�� 6�� CONCRETE OR I VEWAY 50� $Q. YD. 8. �0� 4 ��• 0� .. APRON INCLUD,ING iNTEGRAL CURB 2105. 507 ALLEY EXCAVATION , 3H(1 CU. YD. 1 .75 p756•75 . sua-TOTAL $32, t36. 75� . � . SHEET 1 oF 8 � .•�. �'1 ,•. ,`. ' ' .� � . / fHANGES A1�� D01 TIOt•1S TO STORM SEWER �NSEWERRENGINEERTH LETTER DATEO �U�JE l� , 1 y�G, FF�Of� DAf•J I E� .1• DUNFORD, r�MOUNT /10�1 TI �N�I. COST DUF CHANGES S 54��!�S A�DI TIUr�AL I TE��S NOT INCLUDED IN SEWER PLANS �I'F'ROX. UN I.T' UN I T QUAPIT 1 TY F'I;!CE I SEN N0. I TEM • � �iN. F-r. $70. 75 2122 . 50 , �J�S, �02 42" R. C. N. c�o,ss � v 3� , �URNISH � INSTALL . Eac H 41 . 00 697• o0 'Ol CAST IRON BANOS � RE- �7 252 . � pUCERS FOR COvNECTI�ON To ?o�� r�a � N • 956. 25 � CZ ��P,tJ I SH A�lD I NSTALL 6�� 8S LI N. FT. � � • 2S ��2 • 5 , ,, ;�:7 IRG(1 �OIL PIPE � L,�G I T I OIJAL COST .� SQ. Y�. o. 50 200. o0 � r �i� . BasE Norv- 400 2201 • ;O1 � 7 O -j' �EII;��O�r_CG ) UiIN(.; I�IIGH, �A%LY �TRENGTH CEMENT • 23�1 � �C'1 CDETE I PAV�:►��ENTTNON_�ON- bt5 SQ. yo. 0. 50 30/. ��0 ' ' �: I �:FORCED-USING HIGM , EARLY STRENGTH CEMENT SuB-TOTAL $4829•83 . � : � . SHEET 2 OF S ' . • � ••' , • , • •� l L � � � . � �� u�N I NS FROMCALLEYS ADDITIO � lU-� y-45, 9-57 ' UNIT COST I �.�M QUl1N T I TY PR I C E 1 i;.'•; �G. qOpl TI ONS �LLEY '��• ��'�'� 164. 00 c ^ CLEARING � �-F EACH $41 , 00 $ 1G�-1 . 00 �. � tct . � � . 02 t �8. 31 L � v� . �C� �RU38 i �JG � 1 1�SQHY�• � 12. �;,} SUB-GRADE PREP. 16 1 . 0� � 2�F. 12 � i6sQ•Yo• 0. 87 100. 92 „ ; , : 1� 2'�" 3. C. p• 116SQ• Y�. ?�•t . �:� 2�� r. C. Po ALLEY 9-��5 671 • 36 SUB-TOTAL � , �. '� L�LLcY t�C. r9-�7 � 31 . 07 / ` 11L . �: t �JUB-GFcADE PREP. �6 � . 128. 5SQ•Y�• 1 . 02 137• �� 128. SSQ.Y�. 1 . 07. � 1 1 . 0 � � 1 . � 1= 2'�" 8. C. P• 128. SSQ. Y�. 0. 87 . ?:, t . �GC 2�� la C. P. 800 37 Sue-TOTAL ALI.EY 9-57 3 ' ALLEY ^:G. 10-5 185. 64 � 182 SQ• Yo. 1 . 02 112 . c01 $UB-GRADE PREP. 16 l . p� 1�4 . ]4 182 sQ. Yo• 0. 87 t58. 34 3? 1 . c 1� 2,�� p. C. P. 182 SQ. Yo. 20E�5. 00 �� t . 5c�8 �� ;,�. C . P. � 236L� N. F-r. 8• 75 � ��3 jC2 12 �� R. C. P. IV � EACH 1240. 00 1240. 00 r�. H. OES . I � 00 2�G5. �G� 1 EaCH �32. 00' 232 . 00 2;v6. 508 M. H. .TYPE I V � EA 25G6. 5�9 c. B. TYPE 3c 4590. 72 . Sue-TOTAL ALLEY 10-5 . � SUBTOTAL 55642 . 45 . � TOTAL ESTIMATED COSTS42. 6o9. 03 � (109) PROV I 5 I ON �OF PARAGRAPH SHALL. NOT APPLY TO i TEMS L 1 STED HE RE � ��• ALLWORK SHA LL CONFORM 70 SPECIFICATIONS AND 5P�CIAL PROVISION FOF2 7HE PROJECT WHICH APPLY. � • � � SHEET 3 OF H � . - . . � � � � 1 • • • ' • • � ' JUSTIFICATION FOR EXTRA WORK i I WATER FOR DUST CONTROL � � TEr� `!0. L 13G. ;O1 STaRTihG wO�K ON THIS PRGINNINGAOFDTHEYCONSTRUCTMON SEASON97oDUEUTOTOTHE A WORK STOPAGE AT THE BE / DELAY THE CONTRACTOR ACCELERATED THE CONSTRUCTION SCHEDULE WHICH / Ih�REASEO TH= MOBILE EQUIPMENT ON THE JOB ANO ALSO WORK ON A GREATER NUMBER OF STREETS THEREBY � SPELLSFWHNCHTAGGRAVATEDOBHEMSITUATRONHAS BEEN PROLONGED HOT AND DRY ��1EASUREMENr SHALL BE MADE BY THE CITY OF ST. PAUL WATER METER. . � � PAYMENT SHALL BE MADE AT UNIT PRICE PER M-GALLON APPLIED ON THE STREETS. � TE�1iJ0. 2105. 50] SUB-GRADE EXCAVATION AFTE� STREET =XCAVATION AND SUOFTRSPOTSRUNDERTTRAFFAC.COTHEESOFTTO FINAL GRADE THERE �EVELOPEO S SUB-GRAOE OCCURS IN AREAS OF A-6 SOILS. THE EXCAVATION WILL AVERAGE ADOUT GNE FOOT IN DEPTH BELOW TOP OF SUB-GRADE. MEASUREMENTS SHA�L BE MADE BY CROSS SECTION MEASURE. PAYMENT SHALL BE MADE ON THE CUBIC YARD BASIS CROSS SECTION MEASURED. ITEM NO. 105 . 535 ' BACKFILL, SUB-GRADE SUB-CUT THE WORK CONSISTS RF gORDINARYNCOMPACTI�ONCSHALLEANPLYD TO AB.OVE, WITH ', Q-3 SOILS OR BETTE PAYMENT SHALL BE MADE ON THE BASIS OF INPLACE EMBANKMENT CROSS SECTION MEASURE . ' ITEM NO. 521 . SO3 SAW CUT CONCRETE SI �EWALK. THE PLANS PROVIDED FOR THE REMOVAL AND RECONSTRUCTION OF MOST OLD SIDEWALKS . AT THE BEGINNING OF CONSTRUCTION IT WAS DETERMINED THAT AS MUCH OF THE OLD SIDEWA�K AS POSSIBLE SHOULD BE SALVAGED. AS A . RES�JLT SHORT SECTIONS OF SIDEWALK WERE MARK�D FOR REMOVA�. THE RE- MOVAL PROCESS INCREASED THE SAW CUTTING AND REDUCED ThIE AREA OF NEW SIDEWALK TO BE CONSTRUCTED. DUE TO THE EXCESSIVE SAW CUTTING THE CONTRACTOR HAS REQUESTED EXTRA COMPENSATION FOR THIS WORK. _ METHOD OF MEASUREMENT SHALL BE BY THE LINEAR FOOT OF CONCRETE SIDE- • WALK CUT AND 'SHALL COVER ALL SIDEWALKS REGAROLESS OF DEPTH. PAYMENT SHAL� BE MADE ON THE BASIS OF LINEAR FOOT OF CONCRETE SIDE� WALY. CU �. . SHEET 4 OF S ... • . . • ' •'" , , .. 1 7EM h0. 53t • 5�9 SAW CUT �ONCRETE DRIVEWAY APRONS Saw CUr ir1P�aCE DRivEWAY APRONS THAT DO NOT CONFORM TO NEW STREET GRL�OES AN� 4!I DTH. . METHOD OF 1'IEASUREMENT SHALL BE LINEAR FOOT OF DRIVEWAY APRON CU7. ,/ t'1ETHGD OF PAYMENT SHALL BE MADE ON THE BASIS OF LINEAR FEET OF ORIVE- WAY APRON CUT. ( TEM NO. 2104. 502 CONCRETE DRIVEWAY REMOVAI. CONCRETE DRiVEWAY REMOVAL CONSISTS OF REMOVING INPLACE DRIVEWAYS THAT p0 NO CONFORM TO NEW STREET GRADES AND WIDTHS. � M�.TI�UD 4F MEASURC�'1ENT SHALL BE BY THE SQUARE YARD OF SURFACE OF CON- _ =:E7E �� VEWAY REMOVED. PAYMENT SHAI.L BE MADE ON THE BASIS OF SQUARE YARDS OF CONCRETE DRIVE- WAY REMOVED. . I TEM �:0. 2>31 • S�� 6�� CONCRETE DR 1 VEWAY APRON INC�UDING INTEGRAL CURB THIS ITEM WAS NOT INCLUOED IN THE PLANS AS A CONSTRUCTION ITEM. METHOD OF MEASUREMENT SHALL BE BY THE SQUARE YARD OF SURFACE OF CONCRETE JRIVEWAY APRON. METHOD OF PAYMENT SHALL BE MADE ON THE BASIS OF SQUARE' YARD OF CONCRETE • DR I VE WAY APRON '"� � � . . • SHEET 5 OF 8 r ti . ; , . • • , . . ITEM NO. Z1O5. 5o7 ALLEY EXCAVATION THE ST. PAUL DES � GNED A�LEYS DID NOT iNCLUDE EARTH EXCAVATIOfd �YING • OUTSIDE THE� �6DFRABLE ' ANDSTHEGCONTRACTORRREQUESTSEPAYMENT FORUEAR�TH EARTH IS CO 5 E �XCAVATION I.YING OUTSIDE THE SUB—GRADE. IHE VO�UME OF EARTH LYING OUTSIDE OF SUB—GRADE AREA IS DETERMINED AS � FOLl.OWS : ��ESTIMATEO EARTH EXCAVATION 7398 cu. Y�s. � f �'�LESS EARTH EXCAVA710N INCLUED IN SUB—GRADE 353� CU. YDS. � PREPARATION , EARTH LYING OUTSIDE SUB—GRADE PREPARATION �� Mirs 3861 Cu. YDS. THE ESTIMATED CUBIC YARDS OF EARTH EXCAVATION IS FOR THE PURPOSE OF �ETERMINING THE COST OF ADDITIONAL GRADING LYING OUTSIDE OF SUB— �• GRADE PREPARATION AREA. BASIS OF PAYMENT SHALL BE LUMP SUM, BASED UPON AN ESTIMATED QUANITY OF 3861 CUBIC YARDS OF EARTH EXCAVATIOM AND UNIT PRICE OF $1 . 75 • PER CUBIC YARD. THE VOLUME OF EARTH EXCAVATION HAS BEEN DETERMINED BY A`/ERAGE AND AREA METHOD. ADDtTIONAL LUMP SUM COMPENSATION APPLIES ONLY TO ALLEY INCLUDED tN ' EARTHWOOR TABULATION INCLU�D' HEREIN AND 'SHALL"BE COMPENSATION FN FULL FOR ADDITIONAL ALLEY GRADING. . x SEE EARTHWORK TABULATION . , ' • $HEET Fi OF H ., . . ., � ^ /,''� � , � , . •� ' '_ ; � . � , . • , • . � EARTN 4!Of?K TABULAI� ION CITY OF S1'. PAUL DESIGNED ALLEYS � �_ SU$GR�U� f MB. `.;UE3GRl1�f: FhE:f�,�E?A'I I�)��J EXC. �- � �U. Ya. . tiLLEY N0. CU. Y0. CU. YG. •'�• Y�• . ; ?�1 . 0 12 . 0 488 9� a- . . � � �� 1 lp �. �_ ,i ��, . ---- 92 , _ �� 4i, , �� 3. 0 437 80 � � Jr,, �, �;. 0 3 ,-2t 226 4 � 3_� 3 4'�. U 40. 0 46b 87 � y_„ __ So. o �a2 , ,_S� 46�. 0 56. 0 1047 1 14 9_36 �8. 0 ---_ 62t $$ 9-�+4 t 30. 0 6. 0 482 116 21 ��-4� 14�. � �: p 484 8� :__� , 44 � �---7 39. 0 ---- 79 � 145 ;._> > 1679. o ---- 481 88 9-53 • 449. 0 4$2 � 88 �� 1t5. 0 3• �. `�'�° � 484 87 9-57 � t2 . 0 78. 0 4�� 9-61 � 35 • 0 ---- 830 � 52 ` 9-64 1337• � 251 . 0 480 87 g-67 t34. o ---- $5 ?-7� gU. 0 � 5' � 690 128 . . , �_c 144. 0 1 . 0 644 1 18 � C- � t 168. 0 ---- 145 � ��-22 t � 5. o 2. 0 783 215 . 1 �- ;4 74. 0 19• � . 1 158 . tg. 0 1541 283 . � 0- 3� �79• � �28 tG-�a 225. 0 ---- � > > � t32 � o-�� 252 . 0 � . 0 763 t4o . . . . i �-.:,� 210. 0 ---- 12$ � n_ c- 151 . 0 2. 0 699 � �74. o So. 0 864 �60 C�,:,�� T. .. �E RA�; I Uh1-ROSE � 1 O " �LaFK s-. � o. 0 760. 0 586 :ESSAt�I l "lE-GERAN I UM 'OTA� T3�� t�b:� ��3� �� _ , . �H��T ] OF $ . . . � ,.� , � � , . — • �UBJE� T 70 CON� ITIONS ANDETHE�CONTRACTFORME� ISNES�TABLASHEDAOASSFOLI.OWS % OF �HE CONTRACT PRICE -�,� ��;,, T��C� o� � r F I S i hCR EAS�D r"OR TY T1�i0 T!-IOUSAh D S i X �� n; � '� AND �� I NE DULLARS A�•�D U3/100 DOLLARS ( S42 � h0�. 03 ) • '� , � c THE COrvDITi �NS LA�r ABOVE REFERRED TO ARE AS FOLLOwS : q. THE AFOREMErdTIONED CHANGE, AND WORK AFFECTED THEREBY, ARE SUBJECT 70 ALI. CONTRACT STIPULATIONS AND COVENANTS; B, THE RIGHTS OF THE CITY OF ST. PAUL ARE NOT PREJUOICED, AND C� Q�l. CLAIMS AGAINST THE CITY OF ST. PAUL WHICH ARE INCiDENTAL TO �. OR AS A CONSEQUENCE OF THE AFOREMENTIONED CHANGE ARE SATISFIED. � � _ � �/ �� Y7 �-�.-�c� <,�. � ' _ IGNATURE^ t • � � 2 h/-�� -�J''l, .�2.�� yr�;¢� I TY OF ST. Pau� y � 2� � �' T I T L E �,�-��, ' ' DATE � �� 0 � � ACCEPTED � ��%' � � � TR ' . - � . • $NEET H OF $ • . � . � � 252�� nu�ucwts To nnt�t CITY OF ST. PAUL �u�� OFFICE OF THE CITY CLERK COUNCIL RESOLtJTION—GENERAL FORM C�O�MI�SSIOtiE� yi11il� E� Ct1r1�f1 eAre Y�i1tE�. Additiees r6i�h �isbt ps+on t�o b� �s�asp i� t.1N L�s�o��t �ueri►w �ut Lpre��t et �trNts� �llays at�1 �id�alks ir� CpftOf ?R�CT ! aad i0 sAd Cowst�rnetion o! a S�os� =awr Systr IcnoMn as i1�2.�1•I`R QT�IOMf, Co�ptroll�i's Contsaat L•l007� Cit� Zro j�t ltoa. 70-Q-1al0 �s1 f•1401d, ��a Qowat�a�i�a G�a��. Inc.. Contractor, lia�� n ps+s�idN to: iu t1N �p�cifiea- tieas, and ii/�RL=, It iias �n ton�d n�wsaar�r oo Mk� t1N t�11sMl.� A�+iitLoes: Ctias�a A�s�t llo. 1. as p�s attacl� a�l�. TL�s� is � �� ia e�outs�at rtia� or ,e�traat tiN. Cdanp A�s+��nt No. �, aa par attaelyd salMt�t1� awd attaal�i Contract Qs� �sa�t No. 2s :4�,i0l.6� and tiN�REA�. ?1M total additLra ia �4l.i0f.03. and tlr �lasl�nNr �i l�blic ito:ks iiaa asrNd �ritl� tlwr Cvatsactos tbat t1w �ree+t ot �42.i0l.0� i� tlw ��at su� to b� a�d to •sid contnat, tiusytes� b� it RLOLIRB, lbat .th� Cit� of St. B�ul throa�b ita Eity Ce�enail `apr�s th� les��oies �dditiena rih ir aaoordanc� vit1� tla Sp�aif i�tioe� iw tiN i�r of �►!•�0!.03, u id a�ouwt to b� �i�d to t!r lnrp a�r cons i��ratf�oa A�rd ia tM ooatract. laio�+n a� Eir�ptroll�s�s Contraat L-lt�07. I�ud vY�.e1� �uwat'i� to b� iinat+�d u tello�a s C�rsns Tr�at ! aad 10 F'un� 3016 �4,226.02 lf6i Capito� Iapsova��e+t sond �'aud 906i-001 =1S,3a3.01 �A�, a � �s� COUNCII.MEN Adopted by the Co�mcil �9 Yeae Naya , Bu�a� ,I�►�1 � 619T) Carlson APpro°'� 19— Levine �n Favar Meredith May+or SprSfkB � Ag�in�at Tedesco Mr. President, McCarty �e �,,"-a-�,� r� , . �4�F�� C�':: .: ";�.::.i . .. ;:, - �:,:.... _..�:_' C_ :o�.�� ,::,:::;� ll�...�1.,.:Cl '.r.I�.:i.��\:.� tal1�.....u....il a 1�V•� -� r�i,��J:l�♦ � J. r'- __�...�_+. `_i�.nTw'� lil.':.�:��.l�l .�U• T _C..�.�� .�.►.� VCL`Ia�t:Vili!'�i.i.i��.: - ...-.^��.�l:�.a� Vr0• ' ,--,.. _ ,•� , � ��1�� J�`r; ' ...,; . ,„ ..�..--.iS '�n r,(;T _�• 7_� , 1::.�J.".�.1 :.��v��. . �^'.��L^'1 _.__ - _.--=_-v'�-- -�-` .,J�.:.�.:._a..�,:.:_��.��' -- ' _tili�S � �`� ._.. , _�^`. r�^�.�.' ��...__ � r__...�..'T :...'ll1�j �'ux.:.:.�.,.Tn*r� _ ___.�. ; �:,��.i.l_�`-_- ,i.;- -- -''-- — --`- �.�:�. ,.� ::: neco:.in::ce k:;.'t� Sect,'_on �;� of t,i:e Cn�:•ter oi the City o£ Saint PUUl, the Co�iV171JJioner � '1 11' 1. 1.��., .F c� l ; o: ru;l�c .o:�,.� ;:�s ��;:ee.7 witn �..�: Cont,ractor �hat thc ba�is of pa,/ment and price� ; �or �tc�::, li:�t:::i �;� ti;4: c��`�r��,e� a4�cr�.be� 'a�].ow� nQt otherwise �,ncluded in the contract, + �re the reasor.<�b�e costs of tl~,ose ite:�s for adc�it�dY�� t�, �r �7�aiie°�ion� �r6t�,, �h� Gor��tr�at. i i � � Aa per attached sche�ale. Ti:ere is no chsn�e in contract price or contract tirae. i i i I i � I ! , � 1 i I I i I 1 � / .,�. �� f C / i � .,"� . .� c_i'• , �! `1��COi. ".-.,C�':j C;r, t �� l. /, , , � ',� • • /� ��% 19 Co-�;�., �n C ..nn� 19 � � Const:uction EnnineerJ , ��-£ar.trac�or� ; I ' � � �' �t �� //', % � '��///�j�� /`- `/` !��1� � 19 �� v ' — ---lg By= ---�-- � Chief Engineer % �� -�- // ' � �^.`s'. '°� �; _ � �-� �� •�-, � � � �..i 19 �_:.:�:,—__:_::'%% '�= ��.._---- 19 Con.m is3ion cr �J-"'_Co:r:�;�-r�bll.er ' Ori��inal (White) Duplicat� �::�nary) Triplicate (Pink) Quadruplicate (Blue) TO GO��f�T';►CtOI' TO r:,^.f' _ %":V. ':O +~O:"��t�0�.1.2T' `r0 Cor�struction Enoineer � w ,� �. .. � • �r , , . • k � . CHA�JGE ORDERS AND CONTRACTOR' S CERTIFICATE ANO RELEASE (FORt1S) � � 1 . CHANGE ORDER - fJ0 PROCEED ORDER NECESSARY, TIME NOT CHANGEO F,rcon Conctruction Company, Contractor June 18, 197� t�ora, Minnesota Census Tract 9 � 10 70-G-1890 70-5-1401 B CHANGE OROER N0. 1 ;" Gentic�nen: In connection with Contract No. 9007 ,dated MaY 25. 1970 for improvement �f streets, alleys, sidewalks and storm �sewers at site of, proj�ct No. 70-G-18�0 and 70-S-i4018, City of Saint Paul , Minnesota, the following change is ordered in accordance with Section 109 of the General Conditions: Revise Special Provision D-S, BASE COURSE PLHCEO 333.614 as follows: Delete naragraph A, 8-5.2 2331 .2 Mat'erials: "A. AcJ9regate shall conform to Mineral Aggregate, 313� Aggre- �ates for Surface and Base Courses, Table 313�-� Class 4. Mineral Filler will not be required. The Contractor shall not be lirnited to the ' Single Aggregate Type' and may sub- stit�.�te Oivided Graded Aggregate, Type 3139, BA-1. No compensation in addition to contract unit price will be paid if Contractor chooses to use 3139, BA-1 ." /and substitute the following: "g-5.2 2331 .2 Materi at s: A. P,ggregate shatl conform to Mineral Aggregate, �' Single ' Aggregate Type' , Type 3139, BA-2, or Divided GradedAggregate, Tyoe 3139, BA-1 ." � ' Attached is the comnlete Special Provision "B-5 BASE COURSE PLACED 331 .614: Revi sed i•1ay t2, d97�," This changed order provides the use of a higher quality Mineral Agnre- gate than that which was orginally specified and there is no change in•�the Unit Price for Base Course placed. Subject to conditions hereinafter set forth, an eqi�itable adjustment of the contract price and the contract time is established, as follows: THE COWTRACT PRICE IS NOT INCREASED AMD THE CONTRACT TIME " IS NOT CHANGEq. The condition last above referred to are as follows: ` � A. The aforementioned change, and work affected thereby, are subject to al l contract stipul ations and convenants; ' � . , �. . , . � " � C3ty Of St. Paul • censu� Tracts 9 end 10 � B-5 �sy ccxrR� r�c�:n 331.614): (xevisea_t��z?�_19�0,� B�.se Course Placed ahall be constructed in accordance xith provisions oP 2331, Plant Mixed Bituminoua S�irface (aingl.e aggregate type), except a.s r�odified herein: g-5.1 2331.1, Deacription: This �rk ahdll consiat of conatricting Haae Course on subgrade ahe.ped 'to conPorm to typieal roadxay . sections. • 8-5•2 2331.2, rtaterial8: � p. q�;re�ate shall conforcn to Mtneral Aggreaate� "3ingle �reQate Type", Type 3139, BA-2, or Divided ara�cied . . �Bregat�, Tjrpe 3139, BA-1. � B. Bitura�noua Aiateriel S�ecification 3151 shell be AC-1 (85-100) p�netration. B-5•3 2331•3, Construction Require�nents: C. Equipm�nt: Cl, Bituninous Mixing Plant, ahall be batch type and shall conforr� to requirementa es specified in SpeciPications. C2a, Bitvrr�inous Pavera. If Contractor elects, bituminoue base course may be constructed with r�otor greders or other equip�ent having suPficient horsepower capable oP efficiently constructing Bituninoua Ti•eated Base to proper contaur and elevation. C2c, Roller, shall be capable of ca�peating total depth of construc�ion. D. Mixture Proportions: � � The range for bituninous content for Besie Course shall be increased to a maximum 5.0� end shnll be determined by the source and gradation of aggregate. Eo Thiclrness and S�rPace Requir�nents: T11e Base Course shall be conatructed to the planned thicknesa ' in one layer. The Concrete Curb and Qutter ahall be coristructed prior to placing the BeBe Course. g-5.4 Method of Payment: ' p�yment for Base Course ple�ced she�7.1 be by the aquare yerd • , per apecified thiclrness and shall include aIl labor, equip- ment nr►d materiale neceseary to construct the Baae Caur$e. � .. ', . . . . . . • , � CHANGE ORDER N0. 1 6/18/70 . B. The rights 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 satisfied. . r � ; , � 7-C�� i nature o , /, f � t-c%2t�,C � �/�- . . Ci ty of St. Paul By �� ' Ti t 1 e ��QG,� ��_ Date �_ 9�-?� Accepted ARCON CONSTRUCTION CO.� �NC. Contractor i . � . Ci;Y ';: ,:�_: . . ;�'.':, - :,�..:�; _..�.:T �� :u�.,�C ;:C'..:� � � i v�. .r�,�:C:• C;'.:�:;�� ;,Gi�.�iy:�i',l i�J. ? i ` F'r,^Ji.C: .;i� !'-' -^--� ' ��--- ��.,_i<<,�: .;0.—�`'% —._ COi;:R;�CTGR_ -cc, �c`,'�n Ca. ; 1 i YfinJC,�. . �� .��... ... ;.-- -- �` -- T , __ ��,�_ ,�i.,. :� C1,'.,,-7i3 __;i � F. �.O � � � �l'.l.�n��- --°�-.__--�,---- ------�---.l -_. ��'j.`�_I`.i�i =J ._r�^•�_� � �.��_�� 1 i i:: r,eco: .c�r.ce �i;n Sec��or y5 0: �:e C'r.arte: o� thc City of S�int Pauly the Cc.;:;.:is�icner � �. . ,,. • ., s,�. j�r� �- i o: Pu:,l�c •.or�:s r,�s a�:ee:: wl�.. �..� Cor.�:actor that the basis of pay7nent and prices � :or ite:-s listed L^ �;.e c'r.anges describea below, not otherwise �ncluded in the contract, ( are t'r,e reasor.able costs of those ite::s for additions to, or deductions from., �he cor.tract. � + �,DDZTIOPiS I E+dditions ns per attnchcd r.�rce:-cnt bet�rcen the Contrsctor and the City of St. Paul Construction En�i,^,ec:, s;;id a�r:.c��cnt h�vin� becn upproved by the �:ou�ing & Urbun � DnvQIoI.�,en� rc�ion o�ficc. Total i�ddition As per Contr�ct Ch�.�gQ A�rec:a�nt ho. 2 - $42,609.03 The aoovn ndditions ara to bQ fi��:�cad c� follow�: Censvs Tract 9 � 10 Fund 301u $24,226.02 1968 Capitol Improvcr�ent Bond Fund 9063-I01 $1S,383.OI � i � 1 � .l. , ��-----_ 5,,� , �, � / i� � � , , , -'l '��'- _�.1� � �`�,)�19 �/ A__rn� C;on^� -„ctf�� fo�n�� 19 �t:onbt.uct=:on Er:gineer � ontrac�or • � i ,� �-;�,-�� _ /, /, ,/ � ,. �., , 9 -� , / �, /,/ ;. �- i,/�i' 19� / gy,�.i / /� �. :�� : �� ; �;'� 1 � � � --� — . --�—�. � : - - �-�-- �Chief En�ineer / `--�" 4;�`},a �.� �/ � �f / / ` � °}* .Y4r , � ` '� c ,�, ; � � 19 % � - �—�-� 19 Coir.miJJioner ��` ` Co:r:ptroller �:- ,� .� : . Ori�:inal (White) Duplicate (Canary) Triplicate (Pink) Quadruplicate (Blue) 1 ';� "-�,' .:,�'n: To �:ccc�,r.ti:.,; Div. To C^-�,;�t:cl:.sr Ta Car.s�ructic:. �.��ineer �. "" i M - ' I � . /' �� , ; . �t�N�.GE OROER - h0 PROCEED ORDER NECESSARY .� ;RCON COhSTRUCTION COMPANY, CONTRACTOR CENSUS TRacT99�� lO raoRa, M I NNESOTA 7o-G- �8go _. 70-S- 14018 � i% CHANGE ORDER N0. 2 G[N7LEr�lEN : . IN CONNECTION WITH CONTRACT NO. 9OO], DATEO MAY 25, 1970 FOR IM- PROVEMENT OF STREETS , ALLEYS, SIDEWALKS AND STORM SEWERS AT SITE OF, PROJECT NO. �O-G- 1H90 AND �O-S- 1�FO1B, CITY ,OF SAINT PAU�, MINNESOTA THE FOL�.OWING CHANGE I S ORDERED IN ACCORDANCE WI TH . SECTION 109 OF '% - THE GENERAL CONOITIONS : _ THE FOLLOWING CONSTRUCTION ITEMS WERE NOT INCLUDED AS PAY ITEMS AND ARE �EEMED NECESSARY TO CONSTRUCT THE PROJECT. I -_" �:G. I TEM �, APPROX, UN I T UN 1 T AMOl1NT QUANTI N PRiCF 2130. �j01 WATER FOR DUST CONTROL �OOO M-GAL $b. 3o $6300. �� • 2 �05. 507 sus-CuT Sue-GRADE 1000 .�Cu. Yo. 1 .�55 1550. 00 105. 535 �ACK-FILL SUB-GRADE 1000 CU. YD. 1 :•55 � SSO. 00 SUB-CUT ` 521 . 503 SAW CUT CONCRETE 1200 � LIN. FT. 4. 65 5580. 00 SIDEWALKS 53 � • 509 saw Cur CONCRETE 800 ��rv. Fr. 5. 70 4560. o0 DRIVEWAY APRONS 2104. 502 COrICRETE �R I VEWAY 1000 $Q.YD. 1 .84 1840. 00 PAVEMENT REMOVAL �`. 253 � • S�7 b'� CONCRETE DR I VEWAY 500 SQ. YD. S. OO� 4 000. 00 „ APRON I NCLUD,I NG I NTEGRAL CURB 2 1 05. 507 ALLEY EXCAVAT ION , 3861 CU. YD. 1 •7S o�SFi.75 � Sus-iOTAL S32, 136• 75� SHEET 1 oF 8 � � � .'` , �'• ' � , � ,/ f AtJGES Atl� �� TIOt•15 TO STORM SEWER � N AWERRENGINEERTH LETTER OATED ,H .1UtiE 1�, 1 j7GP Fi-014 DAt•1 I EL J. Dt1NFORD, E ��MO��r:f � �Dpi TI�N111. COST DUF CHANGES � 546:�8 ��DI TIUrJAL I TEI�IS NOT INCLUDED IN SEWER PLANS !�I'F'ROX. UNI T� UNI T QUAPdT 111' F'I�I�F ITEN N0. ITEM ' � Li tv. FT. $7�• 7S 2122 . 50 , - < <02 �2�� R. C. �. c�ASS i v 3° . ��'J3• . rURNiSH . f, � NSTALL 41 , 00 697• �� EacH L52 . j01 C�ST IRON BANOS � RE- pUCERS FOR COUNECTION To ?o�� ria � N . 956.25 � C� ��Rtd I SH A�1D I NSTALL 6�� 85 LI N. FT. � � • 2S 2 ,2 . 5 . � ��:T IRGI1 �OIL NIPE � �,DG i T I OtlL�L COST . � 2201 . ;O1 l 7'' Con�c . BasE No►v- �,, 400� sQ. Yo. o. 50 200. oo . �E � r;F=o�c�c) U� iNr, ►�iic�i =A?LY �TRENGTH CEMENT • 2��1 . �01 �DETEfPAVEN�ENTTNON_�ON- 6 �5 s4. Yo. �. 50 3ol. ��o • ' �� r:FORCED-USIPJG HIGH , �AR�Y STRENGTH CEMENT $UB-TOTAL S4a29•83 . , , ; SHEET 2 OF 8 ' /` ) � � �!' �' � . � . . �. � • + QUANITY ANO COS7 � �� Op{ TIONS FROM ALLEYS y-45, 9-57 � �0-5 - UNIT COST QUANTITY pRICE l 7cr; nG. I �tM , ADpI TI ONS , �LIi.Y ':0. ��-�'� 164. 00 c �� C�EaRir�c; 4 EncH 541 . 00 $ 164 . 00 �' � 1 G1 . � �t 4 EACH � . 02 1 18. 32 "[ 1 �1 . ��] �RU3B i �dG � 1 ��i$Q. YD. � 2�+. 12 � � 2. ��j SUB-GRADE PREP. lb � 1bSQ.YD. 1 . �7 100. 92 � � ; , : '� 2'�" 3. C. P• 1 16SQ•Y�� '�8� ?�•1 . ��:. 2'' �r,. C. P. � 1 6 � SuB-TOTAL ALLEY 9-�+5 n7 • 3 � �. �.�LEY r�C. 9-57 , � P. �6 ' � 28. SSQ. Yo. � . 02 t37. °o 1 1L . � � ? �UB-�KADE PRE 12$. SSQ. YD. 1 . 0] � 1 1 . �0 �3t . ot = ''" s• C• P' 128. 5SQ. Yo. 0. 87 . ?:, 1 . �G� 2„ y1. C. P. SuB- TOTAL ALLEY 9-57 380' 3� ' ALLEY tiG. 10-5 185. 64 112 . cG1 $UB-GRADF PREP. 16� 182 $Q. YD• 1 . 07 194 . 74 182 SQ. Y�• 0. 87 3� 1 . c1� 2'�" D. C. P. � 5�� 34 . , C . P. 182 SQ. Yo. 8• 75 20�5. 00 �; t . 6o8 �� ,�. � 36�iN . F-r. ^ � �C2 12" R. C. P. I V � EACH 1240. 00 1240. 00 ` '�3' J r�. N. DES. I 515. 00 2�G5. �G� 1 EacH �3�. 00' 232. 00 ,2,v6. 5G8 M. H. .TYPE I V 1 EacH 25c6. 5�g c. a. TYPE 3c 4590. 72 , Sua-TOTAL ALLEY 10-5 . . � SUB TOTAL �5642 . 45 . TOTAL EST I MATED COST sl+2. 609. �3 � (109) PROVISiOr� �o� PARAGRaPH SHALL N07 APPLY TO ITEMS LISTED HERE : ��• i+LLWORK SHAL.L GONFORM TO SPEC i � ICAT tON5 AND 5P�C � AL F�ROV I S I ON FOR TH6 _ pROJECT WHICH APPLY. . � ' OF 8 � i SHEE7 3 � � 1 • �. ' � ' - . • ' ' � ' JUSTIFICATION FOR EXTRA WORK I ! WATER FOR DUST CONTROL I TEM ':0. L 13�' �G1 li. � STARTING WORK ON THIS PROJECT WAS DELAYED UNTIL MID .1UNE 1970, DUE TO � A WORK STOPAGE AT THE BEGINNING OF THE CONSTRUCTION SEASOE• WHDCH TO THE ; / DELAY THE CONTRACTOR ACCELERATED THE CONSTRUCTION SCHED � Ih�REASEO TH_ MOBILE EQUIPMEN7 ON THE JOB AND ALSO WORK ON A GREATER NUMBER OF STREETS THNDEDRY ' SPELLSFWHNCHTAGGRAVATEDOBHEMSITUATRONHAS BEEN PROLONGED HOT A I�IEASUREMENT SHALL BE MADE BY THE CITY OF ST. PAU L WATER METER. . � PAYMENT SHALL BE MADE AT UNIT PRICE PER M—GALLON APPLIED ON THE STREETS. ' � TEM iJO. 2105. 50] SUB—GRADE EXCAVATION� AFTER57REET =XCAVATION AND SUB—GRADE PRUNDERTTRAFFAC.COTHEESOFTTO FINAL GRADE THERE DEVELOPED SOFT SPOTS SUB—GRADE OCCURS IN AREAS OF A-6 SOILS. THE EXCAVATION WILL AVERAGE AE30UT ONE FOOT IN DEPTH BELOW TOP OF SUB—GRADE. MEASUREMENTS SHALL BE MADE BY CROSS SECTION MEASURE . 1 PAYMENT SHALL BE MADE ON THE CUBIC YARD BASIS CROSS SECTfON MEASURE�• ( TEM NO. lOS• 535 ' BACKFILL, SUB—GRADE SUB—CUT THE WORK CONSISTS OF BACKFILLING THE SUB—CUTS REFERRED TO AB.OVE, WITH `; Q-3 SOILS OR BETTER. ORDINARY COMPACTION SHALL AF'PLY. PAYMENT SHALL BE MADE ON THE BASIS OF INPLACE EMBANKMENT CROSS SECTION MEASURE . ( TEM N0. 521 . So3 saw CUT CONCRETE SIDEWALK. THE PLANS PROVIDED FOR THE REMOVAL 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 R[S�JLT SHORT SECTIONS OF SIDEWALK WERE MARKED FOR REMOVA�. THE RE— MOVAL PROCESS INCREASED THE SAW CUTTING AND REOUCED TFIE AREA OF NEW StOEWALK TO BE CONSTRUCTED. DUE TO 7HE EXCESSIVE SAW CUTTING THE ' CONTRACTOR HAS REQUESTED EXTRA COMPENSATION FOR 7HIS WORKa , I"IETHOD OF MEASUREMENT SRAALLBSIDEWALKSLREGARDLESS OF DEPT�ETE SIDE— WALK CUT AND 'SHALL COVE PAYMENT SHAI.I. BE MADE ON THE BASIS OF LINEAR FOOT OF CONCRETE SIDE° � WALY. �U f. . SHEET 4 OF $ -�. , . ; . . �- . • .. I TEM h0. 53 � • 5�9 saw CUT CONCRETE DRIVEWAY APRONS $;�W CUT I �.PLACE DRIVEWAY APRONS THAT �O NOT CONFORM TO NEW STREET GRAOES AND 4JIOTH. ��ETH00 OF MEASUREMENT SHALL BE LINEAR FOOT OF DRIVEWAY APRON CUT. // METHGD OF PAY��IENT SHAL� BE MAOE ON THE BASIS OF LINEAR FEET OF DRIVE- WAY A�RON CUT. ITEM N0. 2104. 502 CONCRETE ORIVEWAY REMOVAL CONCRETE �R � VEWAY REMOVAL CONSISTS OF REMOTHSG � NPLACE ORIVEWAYS THAT DO NO CONFORM TO NEW STREET GRADES AND WID -'� 1�1(:TI�U[� OF MEASURENIENT SHALL BE BY THE SQUARE YARO OF SURFACE OF CON- _ �:E TE OR I VE WAY REMOVED. PAYMENT SHALL BE MADE ON THE BASIS OF SQUARE YARDS OF CONCRETE DRIVE- WAY REMOVED. ( TEM !`:0. 2�31 • S0� 6�� CONCRETE DR 1 VEWAY APRON INCLUDING INTEGRAL CURB THIS ITEM WAS NOT INCLUDED IN THE PLANS AS A CONSTRUCT {ON ITEM. ME�HOO OF MEASUREMENT SHALL BE BY THE SQUARE YARD OF SURFACE OF CONCRETE JRIVEWAY APRON. METHOD OF PAYMENT SHALL BE MADE ON THE BASIS OF SQUARE� YARD OF CONCRETE • DR 1 VE WAY APRON �" � � , • • SHEET 5 OF 8 � � , • . • � , � - 1 TEM �v0. 21�5• S�� ALLEY EXCAVATION THE Si. PAUL DESIGNE� ALLEYS D1D NOT INCLUDE EARTH EXCAVATIO(V LYING • OU751 �E THE 16 FRABLEiANOSTHEGCONTRACTORRREQUESTSEPAYMENT FORUEAR�7H EARTH IS CONSIDE EXCAVATION I_YING OUTSIOE THE SUB-GRAOE. IHE VOLUME OF EARTH LYING OUTSIDE OF SUB-GRADE AREA IS DETERMINED AS � FOLLOWS : '��ESTIMATED EQRTH EXCAVATION 7398 Cu. Y�s. • � '�LESS EARTH EXCAVATION INCLUED IN SUB-GRADE PREPARATION 3537 CU. YDS. EARTN LYING OUTSIDE SUB-GRADE PREPARATION LIMITS 3 861 Cu. "'Yos. THE ESTIMATED CUBIC YARDS OF EARTH EXCAVATION IS FOR THE PURPOSE OF DETERMINING THE COST OF ADDITIONAL GRADING I.YING OUTSI �E OF SUB- � GRADE PREPARATION AREA. EASIS OF PAYMENT SHALL BE LUMP SUM, BASED UPON AN ESTIMATEO QUANITY OF 3861 CUBIC YARDS OF EARTH EXCAVATION AND UN17 PRICE OF $1 • �S . PER CUBIC YARD. THE VOLUME OF EARTH EXCAVATION HAS BEEN DETERMINED BY AYERAGE AND AREA METHOD. ADDITIONAL LUMP SUM COMPENSATION APPLIES ONLY TO ALI.EY INCLUDED IN ' EARTHWOOR TABULATION INCI.UED' HEREIN AND 'SHALL"BE COMPENSATION FN FULL FOR A�DITIONAL ALLEY GRADING. . x SEE EARTHWORK TABULATION � � . . ' � SHEET 6 OF $ . • . ' , . � • /� , . � . •t ' 'w : �. . EARTH 4!ORK TABULAI� ION CITY OF $T. PAUL DESIGNED ALLEYS � SUBGRN� FMB. `�UE.�Gf2A�F: P�E:f�,�i��,'� �C);d EXC. �. � CU. YD. ' 4LLEY N0. CU. Y0. f,U. YD. .�n, YD. ?�t . �i 12 . 0 488 9� � ; 2 _ , � �,,;. � � 3. 0 59� 1 io � . • _ � < 4 . � 437 80 =-2t t ;r,. �� . 0 43 , �{,� � 40. 0 226 87 � 3-�3 50. 0 466 � 9 "" 46S. o 56. 0 1047 , t92 . r'-s`' 621 1 14 �_36 t8. o ---- 482 88 9-�+4 t 30. 0 6. 0 21 �9-4� 30. 0 3• 0 1 �6 � 14<�. 0 7. 0 484 8� '"r� 444 „ �� 1�79. 0 ---- 145 v 791 �_5� � 449. o ---- 481 • 88 �% > > 5. 0 3. 0 482 `�'-° � 484 87 9-57 � t 2 . 0 78. 0 47� 9-6t � 35 • 0 --'- 830 � 52 9-64 � 337• o �5� . 0 480 87 g-67 t34. o ---- 468 $5 . �_�� 9U. 0 � 5' � 690 128 . , r_c 144. 0 1 . 0 1 18 � r�_ " � 168. 0 ---- 644 � 1 2. 0 783 �1+5 t �-�2 t � 5• o 2t5 . � �J_ �4 7�+. �� t 9. o . 1 � 58 � 283 � o- ;� 479. 0 �g. o 154 � �28 1G-!�Q 225. 0 ---- 1 > > . � 32 � �-��' 252 . o � • a �63 �40 � � . � ,�_.;�� 2 10. 0 ---- 699 128 � r _ - - 1 � 1 . 0 80. 0 8(i4 160 �;..,:a� �T. 174. 0 . �ERC��; I Uh1-RosE . � � p � �LA�K s-. t o. 0 760. 0 586 :ESSAMi "!E-GERANIUM "0 T A� T�� 1 +�b:� 1 zS�T �� , , . c��re�r 7 ne R ... . � ' � , � � � — � . . :,UBJEGT TO CON� ITIONS HEREiNAFTER SET FORTH, AN EQUITABLE A�JUSTMENT OF 7HE CONTRAC7 PRICE AND THE CONTRACT TIME IS ESTABLISHED, AS FOLLOWS % ��-'E C�i`'T'�,C' °� � r� I S i NCREAS�D r"OR TY T1�i0 TI-IOUSA�D S � X / �,,t,;��t� AtiD �•i I �:E DOLLARS A��D U3/100 DOLLARS ( S 4 2� �'0 9. 4 3 ) • � THE CONDITInNS LAiT ABOVE REFERRED TO ARE AS FOLLOWS : Q. 7HE AFOREMENTIONED CHANGE, AND WORK AFFECTED THEREBY, ARE SUBJECT TO ALL CONTRACT STIPULATIONS AND COVENANTS; 8� THE RIGHTS OFAiNSTCTHE CITYTOFPSTL PAULNWHICHEARE ��INCIDEN�TAL TO �. C. ALL CLAIMS AG OR AS A CONSEQUENCE OF THE AFOREMENTIONED CHANGE ARE SA71SFIEt � �� - � ,� _ �%. ,�-E�,-�c�-�, <�<. � � 1 GNATURE^ 1 • � � 2��(�tiCr� �.'-��'"� _�2.C� .�� ITY OF ST. PAUL Y - � " TITLE %� , . � . DATE � �� 0 � � ACCEPTED �� ` � � TR ' . . � • � � SHEET 8 OF S •