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D001020• _ - City C1erk No._��v � � � _- Finance Dept. Dare � � _ - Dept. Accounting (Civic Center) _ - Engineer (HGA) - Contraccoc _ - Project Manager (CPMn CITY OF SAIIVT PAL3L - OFFICE OF THE MAYOR ADMINISTRATIVE QRDER for CONTRACT CHANGE AGREEMENT NO. CP1.17 ADMINISTRATIVE ORDER, Whereas, additions which proved to be necessary to the Improvement described as Saint Paul Civic Center Expansion CP-1 Demolition Excavation & Bridg Construction lmown as Conuact Ir Ciry Project No.014440 Fdwazd Kraemer & Sons, is composed of the following: Provide labor and material for the projeci latown as "Kellogg Boulevazd Bridge $1,432,991.00 Modifications, Loading Dock Road and Exchange Stteet Ramp". Complete the work in accordance with the plans by 1'KDA dated 29 7uly 1996 and numbered sheets 1- 27 & 1- 50, including specification pages 1SL - SSL and Addendum TA-1. The work should inciude, but is not limited to roadways, retaining walls, Bridge 90378, surveying, traffic control, and generat conditions. Refuence is here made to the Schedule of Values by Edward Kraemer & Sons da[ed 13 August 1996. Completion of the Kellogg bridge deck work, including the return of traffic flow ro it's • preconstruction condition, is required by 2 Octobec 1996, completion of the remaining work is required by 15 November 1996. Provide access for the CP-4 wntractors to exit through the east dxk exit unless otherwise coordinated with those convactors Reason: 5cience Museum construction project required rerouting of loading dock exit. Tota( $1,432,991.00 • ORDERED, That the City of Saint Paul, through its Mayor, approves the foregoing additions made in accordance with the specifications in the sum of $ 1.432.991.00 . said amount to be added to the lump sum consideration named in the contract, known as contract L, 930-90300-0898-00000 Civic Center Elcpansion Fund. �� r • a• / ��- 1 �/-i�1..,. '�� � Director of Civic Center Y, C, 6'�gr'neer V and wlrich amount is to be fwanced from: �' � 19� 19_ 19, 9l3 �99� Edward Kraemer & Sons Conuact r By � , � - � i - � �� �� o .�1� �i� ,�jy eaH d oY llepartment of Finance jJ��D�9� ' � �- �,� Adwinisuative Assistant to the Mayor G 2G� 19�_ ���D-y�3B� -O��y-D�o �� 'i�ru��n� n� � � � � � OEPM74ENTqFFICECOUNdI 1� � �i v...— . �. �v , � y �, u � GREEN SHEE CT PERSON & PHONE INRIAL/DA7E MRIAVDATE c � DEPARITIENi DIHEGTOfl O CRY COUNCIL � J�j y� ,Sa,-�r �`� ��� D� ASSIGN CRVATTORNEY � CRVCLERK ST BE ON CAUNCIL AGENDA BV (DAT� pO1RiNG� B�ET DIflECTOR � FIN. & MGT. SERVICES OIR. OPDEP MpVOR (OR ASSISTANT) � ' nE£. TOTAL # OF SIGNATURE PAGES (CLIP AL� LOCATIONS FOR SICiNATURE� a` �c�-Fcac}of 3 �cx an .a ACfION RE�UESTED: 1 �+ C-��.� O t�'!k l� -�O �c�w2.t't, �C3£iV�Ei ����"ac.4' -Fo � C; v:� C4a�'�'Sr FXQar pY� RECAMMENDATIONS: Appmve (A) or Reject (Po pERSONAL SERVICE CONTBACTS MUST ANSWER TXE FOLLC� _ ONS: _, PLANNINQ COMMISSION _ CNIL SERVICE CAMMISSION �� Has thi5 persoMirrt� BVef wOfked under a contfdCt fof thi5 depaftifi .�' _ CIB COMMITfEE A- r [X �S: C i`1 YES NO _ S7AFF 2. Has this person/firm ever been a city employee? S E P 0 6 1996 — VES NO _DISTRICTCAUF7 _ 3. Doesthis persoNfirm possess a skill not normally possesse y an n y r c g u v neM [ �ciry g em loyee? SUPPORTS WHICH COUNqL OBJECTIVE? YES NO gg�pq y q,�p1 � a,tF3'iG� Explain all yes answers on separate aheet enE ettaeh to green sheet INRIATING PROBLEM, ISSUE. OPPORTUNITY (Wlw, What, When, Where, Why): (� i �` �1" �Yi\G�c '�HSENYY\ CO.'1 ��Ov4..G� �G�J:(�5� ��ll�'.TCiI�[., ��i' 1�0�'� ` [3.oc'L 4�c,� � f �' �: o�. L L E n�-� ��a.r�s'� av� J J ANTAGES IF APPROVED ����� 4� �f 3 � SEP O;i �99� ,� � ������ ���a��W._ . DISADVANTAGES IFAPPROVED: y` RECEIVE€� SEP 1 1 i996 CfTY CLER6� DISADVANTAGES IF NOTAPPPOVE�: ` c � O 4 TOTALAMOUNTOFiHANSAC710N$ 1. � {�`. COSVREVENUEBUDGETED(CIHCLEONE) YES NO FUNDIWG SOUHCE C� �1 •'� T� C�� ��`£S T"�k -F ti �n ACTIVITY NUMBEH P 7-� ��`03 eo �� . � p -aoD�� GINANCIAL INFORNiATION: (E%PLAIN) O/p�' �� � 7QD 10?� ` : , _..CONTf?AGT>STiK7i�S: C J • PROJECT: Saint Paul Civic Center Expansion Project Saint Paul, Minnesota CONTRACTOR Edward Kraemer & Sons 1020 West Cliff Road Bumsvilie, MN 55337 OriginalContractAmount: $5,317,785.70 CO No. C1.1 C1.2 C1.3 C1.4 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 G1.13 C1.14 C1.15 C1.16 C1.17 Subtotal Deduct Add 14,844.30 7,104.85 28,810.80 9,928.70 24,241.68 96,260.00 38,228.40 58,261.10 16,540.68 40,158.38 17,650.22 44,180.73 52,485.21 20,721.85 27,851.57 41,593.01 1,432,951.00 1 971.852.48 DATE ISSUED: CONTRACT NO.: CONTRACT TITLE: CONTRACT DATE: 'I4 August 1996 CP-1 Demolition, Excavation 8� Bridge Construction 29 March 1995 Net Amount of Contract including this Change Order: $7,259,638.18 • • 13-Aug-96 �b IO?�J ,�-- ����°�°�� ���- LOADiNG DOCK ROAD TURN AROUND AU6 14 1996 SCfENCE MUSEIlM OF ST. PAUL ESi1MATED UNIT �}f� IT_ EM NQ DESCRIPTION �NIT QUANTITY PRICE EXT NoU�'� ROADWAYITEMS • 202t.50t 2704.507 2504.50� 2104.503 2704.505 2104.505 2104.505 21�4.Stt 2104.573 2105.501 2705.507 2105.522 221 t.503 0331.607 2341.508 2341.510 2347.514 2357.502 2503.511 2506.501 2506.502 2506.502 2506.516 2506.576 253L502 2521.301 2531.501 2531.571 0533.503 2545.501 0563.601 2585.522 2585 522 0565.601 0565 601 M061LfZATfON REMOVECONCRETECURB REMOVE SHEET PILING REfA1M171NG WALL REMOVE CONCRETE MEDIAN REMOVE BINMINOUS PAVEMENT REMOVE GROUTED MASONRY SLOPE PAVING REMOVECONCREfEPAVEMENT SAWING GONCRETE PAVEMENT (FIfLL DEPTH) SAWING BITUMINOUS PAVEMENT (FULL DEPTH) COMMON EXCAVATION SUBC�RADEEXCAVATION SELECT GR4NULAR BORROW MOD tOk (C� AGGREGATE BASE PLACED ClASS 5 REPLACETRENCHPAVEMENT NPE 41 WEARiNG COURSE MIXTURE NPE 41 BINDER COURSE MIXTURE NPE 31 BINDER COURSE MIX7URE BITUMINOUS MATERIAL FOR TACK COAT 72" RC PIPE StINER CLASS CONSTRUCT ORAINAGE STRUCTURE, SPEC�AL CONSTRUCT DRAINAGE STRUCTURE, NPE 7A CONSTRUCT DR4INAGE STRUCTURE, DESIGN fV CASTING ASSEMBLY ADJUST FRAME & RING CASTING CONCRETE CURB, NPE 3 MODIFIED 5"CONCRETE WALK CONCRESE C11R6 AND GUTTER DES 61012 CONCRETE MEDIAN CONCRETE BARRIER (TYPE SPECIAL) ELECTRIC LIGHT SYSTEM "A" TRAPFIC CONTROL SEMI7RAFF ACNATED TRAFF CNTRL SIG SYS A SEMI 7RAFF ACTUATED TRAFF Ci4TRL SIG SYS 6 TRAFFiC CONTROL, INTERGONNECTION TEMPORARY TRAFFIC SIGNAL SYSTEM TQTALROADWAYITEMS BRIDGE NO. 90378 AND WALLS RETAINING WALLS � THROUGH 4 u 24�1.SOt 2401.501 24D1.545 2401.541 2457.521 245i.521 2451.521 2557.501 0402,601 NEW NEVJ NEW 2�04.52 f 2407 501 2401.507 2401512 2407.573 24a1S15 2401.576 2451 521 2451.521 2457.527 2401.541 2401.547 240}.543 2402.521 2402.591 2401.595 2404.501 STRUCTURAICONCRETE(tA43) STRUCNRAL CONCRETE (3Y43) REINFORCEMENT BARS REINFORCEMENT BARS (EPDXY COATED) STRUCTUREEXCAVATION,CLASS E STRUCTURE EXCAVATION, CLASS R-1 STRUCNRE EXCAVATION, CLASS R-2 WIRE FENCE, DES{GN S-i DRAINAGE SYSTEM (iYPE SPECIAI) REMOVEIXCHANGESTREETPAVEMENT REMOVE /REPLACE 36" RCP VENT PIPE WALL BACKFILL BRIDGE 9�378 SALVAGE ORNAMENTAL RAfLiNG STRUCTURALCONCRETE(1A43) STRUCTURALCONCRETE(3Y43) ' BRIDGE SLAB CONCRETE (3736j NPE SPECIAL RAILiNG GONCRETE (3Y46A) SIDEWAIK GONCRETE (3Y46A) RAISED MEDIAN CONCRETE (3Y46A) STRUCTURE EXCAVATION,CLASSE STRUCNRE EXCAVATION, CLASS R-1 STRUCTURE IXCAVAl10N, CLASS R-2 REINFORCEMENT BARS REINFORCEMENT BARS (EPDXY COATED) SPIRAL ftEINFORCEMENT (EPDXY COATED) STRUCTURAL STEEL (3306) IXPANSION JOINT DEVICE NPE 4 BEqRMGASSEMBLY CONCRETE OVERLAY (3U77A) LS. L.F. L.F. S.F. S.Y. S.Y. S.Y. L.F. L.F. GY. C.Y. C.Y. C.Y_ S.Y. TON TON TON GAL. L.F L.F. EACH EACH EACH EAGH LF. S.F. L.F. C.Y. L.F. LS. L.S. SIGSYS SIGSYS L S. L.S. C.Y. C.Y. POUND POUND C.Y. QY. QY. L.F. LS. S.Y. L.F. C.Y. L.�. C.Y. C.Y. S.F. L.F. S.F. S.F. C.Y. C.Y. C.Y. POUND POUND POUtJD POUND L.F. EACH S.F. 1 t73 18 375 7609 1900 20 40 112 2620 327 3110 t34t 278 581 247 603 220 516 2l 1 2 2 1 285 1174 1532 37 21 1 1 1 7 � 1 S147,�00.�0 56.00 $150.00 $4.45 52.00 $5.00 siz.00 55.�0 $1.00 56.50 $6.50 $8.00 $t0.00 $58.00 $30 00 $29.00 $26.00 $1 30 $18.00 $25�A� $1.200.00 $800.00 $250.00 $150.00 $7.50 $5 50 $12.00 $200.00 $100.D0 347,250.00 $75,000.00 $83,5UO.OU $35,000.00 $54,550.00 $1,990.00 5147,OOO.QO 57,038.00 52, i00.00 $7,668J5 53.218.00 $9,500.00 5240.00 5200.�� $772.00 $t7,030.OD 52,725.50 $24,880.00 $73,470.00 $16,124 00 $5,430.00 56,989.00 $75,678.00 $286 00 $9.288.00 $5,250.00 $1,200.00 51,600 00 $500.00 $150.00 $2,137.50 $6,127 00 $16,384.00 $7,400.00 $2,700.00 $47,250.00 " 575,000.00 $83,500.�0'� $35,000.00 � $54,55�.00 � $1,990.00 379 346 22400 49460 3690 440 8 281 1 873 80 4670 2IS 20 158 8037 81 459 458 50 63 72 1090 63740 340 46730 172 29 �744 $250.00 $250.00 $0.56 $0.67 $6.50 $20.00 $60.00 $25.06 $2,500.00 $2.00 $35.00 $6.50 $30.00 $300.00 $300.00 $9.00 $65.00 $1t.00 $9.00 $6.50 $20.00 $100.00 $0.56 $0.67 $0.60 $1.54 $107.00 $400.00 $3.50 $579,055.75 $94.750.�� $86,500.00 $12,544.00 $33,73820 $23,985.00 $8,800.00 $480.00 57,025.00 $2.500.00 $1,746.00 $2,800.00 $29,965.00 $6,540.00 $6.000.00 $47,400.00 $72,333.00 $5,265.00 $5,049.W $4,722.00 $325.00 $1,260.00 $7,200.00 $610.40 $42,705.80 $204.00 $77,96420 $78.404.00 $11,600.00 $25,004.00 • � 2405.502 2405.517 2433.502 2433.505 NEW NEVJ NEYV 2433.515 2477.501 2514.503 2545.509 255Z501 2557.507 0404.603 0402.601 2533.SOd NEVY PRESTRESSED WNCRETE BEAMS45M DIAPHRAGMS FOR NPE 45M PREST BEAMS REMOVECONCRETE REMOVESUPERSTRUCTURE CONCRETE SAWING AT RETAINING WALLS CONCREfE SAWING AT PIERS REMOVE MEDIAN AT EXCHANGE PLACE USED ORNAMENTAL RAILING ZINC-RICH PAINT SYSTEM AGGREGATE SLOPE PAVING CONDUIT SYSTEM (LIGHTING) WIRE FENCE, DESIGN S-1 WIRE FENCE, DESIGN S-2 ELASTING (SPECIAL) DRAINAGE SYS7EM (BRIDGE DECI� CONCRE7E MEDIAN BARRIER. DESIGN 8323 REMOVEMISCELLANOUSSTRUCTURES TOTAL BRIDGE AND RETAINING WALLS PROJECTTOTA� L.F. L.F. S.F. S.F. L.F. EACH C.Y. L.F. LS. S.Y. L.S. LF. LF. S.F. L.S. LF. LS. 9a� 166 271 8094 33 9 23 72 1 7820 1 80 160 7144 1 80 7 585.00 545.00 $730.00 $6.00 538.50 51.200.00 535.00 530.00 58.715.00 5350 56,600.00 570.00 570.00 50.50 516,175.00 530.00 53,700.00 �o�ozo $81,345.00 57,470.00 527,430 00 $48,564.00 51.270.50 $10,800.00 5805.00 52,160.00 58,775.00 56,370.00 56,600.00 5800.00 57,600.00 53,572.00 316.715.00 s2,aoo.00 53,700.00 � $853,936.70 '—' S'I.432.991.85 •