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HomeMy WebLinkAboutRES.102.07-09-1984 _. . �, ,. „ BILL N0. 84-68 RESOLUTION N0. � �� A RESOLUTION AUTHORIZING THE CITY MANAGER ON BEHALF OF THE CITY OF CAPE GIRARDEAU, MISSOURI TO ENTER INTO A CONTRACT WITH ALPHA MATERIALS, INC. FOR THE CONSTRUCTION OF A STORM SEWER AND THE PAVING OF VARIOUS STREETS AS PART OF THE RED STAR NEIGHBORHOOD RESTORATION PROJECT BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU, MISSOURI, AS FOLLOWS: SECTION 1. The City Manager on behalf of the City of Cape Girardeau, Missouri is authorized to enter into a contract with Alpha Materials, Inc. for the construction of a storm sewer and the paving of various streets in the Red Star neighborhood. A copy of this contract is attached to this resolution and made a part hereof. 7� � PASSED AND ADOPTED THIS 9 DAY OF , 1984 . �<��►'��i;�iL�( � � Howard C. Tooke, Mayor ATTEST: � , �J�-�---� `_."�� _ � � � Verna L. Landis, City Clerk . t . a � P�VING CONTRACT This Contract made and entexed into this day of , 19 , by and between the City of Cape Girardeau, rlissouri, a Mu in cipal Corporation, acting by and through its City Manager, as authorized by the City Council, hereinafter called the "City" , and Alpha Materials , Inc. , hereinafter called the "Contractor" , WITNESSETH: DESCRIPTION OF WORK. The Contractor, for and in consideration of the payments to be made as hereinafter provided, hereby agrees at his own expense, to perform all of the labor and services , and to furnish all of the materials and equipment necessary to complete this contract in accordance with the terms , conditions , provisions , attachments and addenda thereof, and the general and detailed specifications , which are hereto attached and made a part of this contract. The work of the improvement to be made is the laying of 944 lineal feet of reinforced concrete pipe from a point south of Fifth Street to a point north of Fifth Street; for the improvement of the following streets and alleys by grading to the established grade and construct- ing thereon an Asphaltic Cement pavement, seven inches thick: Fourth Street from the east edge of Big Bend Road east 668. 5 feet to the west end of radius of its intersection with Main Street; Spanish Street from the north end of radius of its inter- section with Fourth Street north 456 . 6 feet to the south edge of Fifth Street; Fifth Street from the east edge of Big Bend Road east 676. 0 feet to the west end of radius of its intersection with Main Street; North/South Alley between B�g Bend Road and Spanish Street from the north edge of Fifth Street north 378 . 36 feet; North/South Alley between Spanish Street and Main Street from the north edge of Fifth Street north 623 . 79 feet to the south edge of Johnson Street; Johnson Street from the east edge of Big Bend Road east 639. 7 feet to the west end of radius of its intersection with Main Street; Spanish Street from the north edge of Johnson Street north 530. 4 feet to the south edge of Roberts Street ; . • Roberts Street from the east edge of Big Bend Road east 782. 1 feet to the west edge of Main Street; and the appurtenances thereto, all as shown on the plans on file in the Office of the City C1erk of the City of Cape Girardeau, Missouri. PAYMENT Payment for said improvement shall be made at the unit price per bid unit by the Contractor, as set out in his proposal, marked Exhibit "1" , which is attached hereto and made a part hereof, and shall be full compensation �or �urnishing said improvment, complete in place, including all labor, equipment, materials , accessories and incidentals . The estimated total payment is Four Hundred �aenty-Two Thousand, Three Hundred 'I�aenty-Five Dollars ($422,325 . 00) . Payment to the Contractor shall be made from current funds with monthly estimates to be made to the Contractor for work completed, less ten percent (10'l0) retainage. Fina1 payment to be made within ten (10) days of final acceptance of the work by the City Council. It is hereby stipulated and agreed that the total amount to be so paid to the Contractor sha11 be the total amount of the items of work in place at the unit price bid per item. CONTRACT TIME - LI�UIDATED DAMAGES - EXTENSION OF TIME Contractor hereby agrees to begin work under this contract not later than ten (10) days after the execution of this contract and hereby agrees to complete the project not later than ninety (90) working days from that date, Time of completion is of the essence of this contract and should Contractor fail to complete the work within the number of days as set out above, it is mutually understood and agreed between the parties hereto that considerable damage wi11 be sustained by the City, but that it will be difficu�t, i� not �mpossible, for the City to esta- blish either the full extent or the amount of damage under the ordinary rules of evidence. It is therefore undexstood and agreed by and between the parties hereto that the payment by Contractor to City of the sum of One Hundred Dollars ($100. 00) per day for every day, except Sundays and holidays , Contractor fails to complete the work to be done under this contract shall be pa�d to the City, as liquidated damages which the City will suffer by reason of the default, and not by way of a penalty. The time of completion as above set out shall determine the date after which liquidated damages sha�l begin. In the event the City Council should extend the time in which the work shall be completed, such extension of time shal� not vo�d the provisions for the assess- ment of liquidated damages above described. The City Council , may -2- � . a . • however, for good cause shown, such as unfavorable weather, material shortages, strikes, war, an Act of God, or similar cause, waive the provisions for liquidated damages and set a new date of completion, which date shall govern the time when liquidated damages sha11 begin. APPROVAL OF THE WORK ANA COMPLETION OF CONTRACT. The Contractor, upon the completion of said work and improvement , shall notify the City Engineer of such fact. The City Engineer shall thereupon inspect said work and make a written report to the City Manager, and the City hereby agrees that upon the approval of said report, and provided said work is completed in accordance with the terms of this contract, it wi11 make payment to the Contractor. CONTRACT DOCUMENTS. It is agreed between the Parties to this contract that the plans , specifications , both general and detailed, the standard specifications approved and adopted by the City Council and on file in the Office of the City Clerk, and all resolutions and ordinances and proceedings by the City Council pertaining in any detail whatsoever to the work included under this contract, including the proposal submitted by the Contractor to the City Council, sha11 be and constitute integral parts of this contract as though set out in words and figures herein. INDEMNITY TO CITY. The Contractor agzees to fil.e with the City prior to the commencement of the work, a certificate of insurance naming the City as a co-insured, showing that the Contractor has in force for a period equal to the period of the contract a policy of general liability insurance insuring the Contractor against liability for personal injuries arising out of the contract in a minimum amount of $100, 000 . 00 for injury to any one person and $800, 000 . 00 for injuries received in any one accident for property damage arising out of the contract in the minimum amount of $100, 000.00; and the Contractor hereby binds himself to idemnify and save harmless the City of Cape Girardeau from all claims , demands , suits and actions of every name and description brought against the City for or on account of any injuries or damages received or sustained by any part�es or party by or from the acts of the Contractor, or his servants or agents , in �doing the work herein contracted for, or by or in consequence of any negligence in guarding the same, or on account of any improper materials being used in construction, or by or on account of any act or omission of the Contractor, or his servants or agents . PAYMENT AND PERFORMANCE BONDS . Contractor agrees to file with the City bonds with corporate surety for the faithful perfox�mance of this contract and for the payment of all materials , labor and other items as set forth in Section 107 . 170 RSMo 1978 in an amount equal to the total contract price, and with such surety as will be satisfactory to the City. -3- PREVAILING WAGES. The Contractor hereby agrees that he will pay all workmen performing under this contract an hourly rate of wages which is not less than the Prevailing Hourly Rate of Wages as specified herein and attached hereto, marked Exhibit "2" , which is incorporated by reference as a part of this contract and specifications for the performance of this work. The Contractor agrees that he will comply with the provisions of the Prevailing Wage Law. The Contractor hereby agrees that he will forfeit to the City as a penalty, the sum of Ten Dollars ($10.00) for each workman employed, for each calendar day, or a portion thereof, for which such workman is paid less than the stipulated rates as determined by the Department of Labor and Industrial Relations in the wage determination for any work done under this contract, by him, or any subcontractor under him. The Contractor agrees that he will not contract with any subcontractor who is prohibited by the provisions of the Prevailing Wage Law from working on a Public Works contract. The Contractor hereby agrees that the City can withhold payments under the terms of this contract for all sums and amounts due and owing as a result of any violations of the Prevailing Wage Law. NO WAIVER OF FUTURE BREACH, The failure of eithez party to insist, in any one or more instances, on a strict per�ormance of any of the terms or the conditions of this agreement, or to exercise any right herein contained, shall not be constxued as a future waiver or a relinquishment of said rights , terms or conditions , but the same shall continue and remain in full force and effect. None of the terms or conditions of this Agreement shall be altered, waived, modified or abandoned in any manner except by written instrument executed by both parties . PARTIES BOUND. This contract is bi.ndi.ng upon the Parties hereto and the successors and assigns of �.lpha Materials , Inc. IN WITNESS WHEREOF, the City of Cape Girardeau, Missouri, has caused this agreement to be signed by its City Manager and attested by its City Clerk, with the corporate seal of the City and Alpha Materials , Inc. , has hereto by and through its authorized representative, affixed its name, each in duplicate, the day and year first above written. -4- CITY OF CAPE GIRARDEAU, MISSOURI Gary A. Eide, City Manager ATTEST: Verna L. Landis, City Clerk ALPHA MATERIALS, INC. D. L. Harrison, President ATTEST: -5- '. . PROPOSAL (Community Development Block Grant Program) Cape Girardeau, Missouri • July 5 , 19 84 PROPOSAL FOR THE COMMUNITY BLOCK GRANT IMPROVEMENTS, RED STAR NEIGHBORHOOD RESTORATION PROJECT To the Honorable Mayor and Council of the City of Cape Girardesu, Missouri Gentlemen: In response to the advertisement of your City Clerk, published in the Southeast Missourian calling for bids for the laying of 944 lineal feet of reinforced concrete pipe from a point south of Fifth Street to a point north of Fifth Street, and for the improvement of the following streets and alleys: Fourth Street from the east edge of Big Bend Road east 668.5 feet to the west end of radius of its intersection with Main Street= Spanish Street from the north end of radius of its intersection with Fourth Street north 456.6 feet to the south edge of Fifth Street= Fifth Street from the east edge of Big Bend Road east 676.0 feet to the west end of radius of its intersection with Main Street; North/South Alley between Big Bend Road and Spanish Street from the north edge of Fifth Street north 378.36 feet; North/South Alley between Spanish Street and i�lain Street from the north edge of Fifth Street north 623.79 feet to the south edge of Johnson Street= Johnson Street from the east edge of Big Bend Road east' 639.7 feet to the west end of radius of its intersection with Main Street; Spanish Street from the north edge of Johnson Street north 530.4 feet to the south edge of Roberts Streetf Roberts Street from the east edge of Big Bend Road east 782.1 feet to the west edge of Main Street; � • the undersigned having familiarized himself with the existing conditions on the project and with the related contract documents hereby proposes to furnish all supervision, labor, material and equipment, and all else necessary to begin work ,within ten (10) days after the award of the contract and to complete the work in . �f C working days, all in accordance with the laws and ordinances pertaining to the work for the following unit pricess -2- Item Quantity Unit Cost Cost Section One - Storm Drainage . � 1. Excavation, earth. 2,478 C.Y. $ �:��� $ 2. Excavation, rock. 1 C.Y. $ fG��,�'0 $ 3. 60• reinforced concrete pipe, ASTM C 76, Class II. 519 L.F. $ �`'iti•��G� $ 4. 43' X 68" elliptical reinforced .. concrete pipe, ASTM C 507, Class II. 425 .L.F. $ ��� . ��0 $ 5. S' vitrified clay pipe or polyvin.y� chloride pipe and fittings. 440 L.F. $ ���` $ 6. 8' ductile iron or cast iron pipe c and fittings. 50 L.F. $ �c • 5� $ 7. 6" vitrified clay pipe or polyv�ag2 chloride pipe and fittings. 20 L.F. $ �• ��? $ 8. 6' ductile iron or cast iron pipe and fittings. 34 L.F. $ ��.�'� $ 9. 6' on 8' wyes. 6 Each $ /!,,7 .C[> $ 10. Junction box. � 3 Esch $ j���0,t'C $ - 11. Sanitary sewer manhole. . 27 L.F. $ J!1l`l) $ 12. Sanitary sewer manhole casting. 2 Each $ _C 3.C'C� $ 13. Rip rap. 6 Tons $ ������ $ Section Two - Street and Alley Improvement - la. Excavating, inlcuding all cuts and fills. 4,043 C.Y. $ ��' �ilf7 $ "—" lb. Excavation, including all cuts and fills. 4,496 C.Y. $ %�• c� $ �j 3 =��j: .GC'1 2a. P.C. Concrete pavement, 6 inches thick. 14,658 S.Y. $ /l;�o (�r'1') $ ' 2b. Asphaltic Cement pavement, 7 inches thick. 14,658 S.Y."$ �1. CC% $ f�5,�{%�,c'c� 3a. 6 inch upright integral curb. 7,149 L.F. $ ��` �i0 $ ' 3b. Separate 6 inch upright concrete curb. 7,149 L.F. $ ��.c�[� $ /�l�/�Y,CC' 4. Driveway pavement, 6 inch P.C. Concrete or 7' Asphaltic Cement. 604 S.Y. $ �� `- �� $ l� k�7. c�� 5. Street pavement removed. .. 55 S.Y. $ f(7.�'f? $ /!-,��., ;' c 6. Driveway pavement removed. 176 S.Y. $ �'.`•'� $ j,(-C'.£'C? 7. P.C. Concrete sidewalk, 4 inches thick. 8 S.Y. $ • �,�, ��(� $ �c���,� r� 8. Triple inlet 1 Each $ �Z�^.�'� $ J����'. �C`• -3- 9. Double inlet. �� 3 Each $ G�G`.f�C? $ 'jj C'G.c•O 10. Single inlet. 4 Each $ �%C'/'.cc' S ���C':`•'':^ 11. Single inlet with grate. 1 Each $ lj�C�.CG' $ �-`��`='•�'�� 12. 48' reinforced concrete pipe, ASTM C 76, r-, Class II. 45 L.F. $ �(�L��' S �1���'����� 13. 30' reinforced concrete pipe, ASTM C 76, Class II. 42 L.F. $ �` L�� $ ��,•t'�' 14. 18' reinforced concrete pipe, ASTM C 7�i, , � � ,-� Class II. 62 .L.F. $ �6.� ,�'C $ �' , c� 15. 15' reinforced concrete pipe, ASTM C 76, 19 L.F. $ ��j�.��� $ C^5�'. �'=� Class II. . � 16. 48' reinforced concrete flared end section. 4 Each $ L��.�'G` s 37on.c�c� 17. 30' reinforced concrete f lared end section. 1 Each $ �jUp,(�� $ j�'�=.�"C� 18. Crushed stone. 125 Tons $ %�`. ��' $ �Jt7��.���, 19. Reinforcing steel. 400 L.F. $ �•t-��� $ ��t�,��� 20. Asphaltic Cement pavement, 4 inches thick. 330 S.Y. $ � G 4� $ '3���'.�'n 21. P.C. Concrete retaining wall. 48 L.F. $ jL�'.���' $ �-,j��.�'.^ 22. Galvanized chain link fence, 36" high. 48 L.F. $ F'�'��'� $ _ ��`�0,�'� 23. Project sign. 1 Each $ ,����•n�' $ �Cn• E��1 SUBTOTAL � $ �I `�L'�'���? SECTION ONE SUSTOTAL S �U='I•�' TOTAL • $ G:rC?[) Section One and Items la, 2a, 3a, and 4 - 23 of Section Two are to be bid for concrete pavement alternate. Section One and Items lb, 2b, 3b, and 4 - 23 of Section Two are to be bid for asphalt pavement alternate. Attached hereto is an affidavit in proof that the undersigned has not entered into any collusion with any person in respect to this proposal or any other proposal or the submitting of proposals for the contract for which the proposal is submitted. Bidder understands that the City reserves the right to reject any or all bids and to waive any informalities in the bidding. The Bidder agrees that this bid shall be qood 'and may not be �rithdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids. Enclosed herewith is bid security in the sum of Bid Bond in the amotint of Five Percent of the amount bid************************ ( S5$ of the amount bid***�• 'being five percent (5$) of the bid as a guarantee that the bidder will, if awarded the contract, in ten (10) days enter into contract and execute a bond as provided for in the contract. -4- Respectfully submitted, � ALPHA MATERIALS, INC. ,). J � -- r ,� , �x��''��-r�-�-�- (Title) esi en Date Julv 5, 1984 Corpor�tion Seal ATTACHMENT TO PROPOSAL The following table shows estimated quantities on various parts of the project. It is for information only and does not constitute a proposal form. No bids will be accepted for less than the total project as heretofore set out. t ' y - t +� +� J� � UI � �+ r yJ Co � i, , .0 , W O N O Y Y N N f N � ' 0 � c r C O � Q t t t r+ �"� yO L �p- t � � F- V Z � Y� < Y Q O � Z � � � � Excavation - Cut C.Y. 956 559 739 295 113 - 309 513' S59 4043 Bor�ow - C.Y. � • 318 99 417 Pavement - S.Y. 2490 1547 2393 838 511 2275 1817 2787 14658 St. Pavement Removed - S.Y. 55 55 Driveway Pavement - S.Y. 93 11 51 177 55 110 41 66 604 0'vray Pavement Removed-S.Y. 14 56 16 42 19 29 176 Curbs - L.F. 1299 899 1335 1177 1033 1406 7149 Sidewelk - S.Y. 8 8 Triple Inlet - Each� � � Double Inlet - Each 1 � 2 3 Single Inlet - Each Z � � 4 Single Inlet w/Grate > > 48" RCP - L.F. 25 20 45 30" RCP - L.F. 42 42 18" RCP - L.F. ., 2 60 62 15" RCP - L.F. 3 16 19 48" Flared End Section 2 2 4 30" Flared End Section 1 � Crushed Stone - Tons 34 2 8 19 7 11 4 40 125 Reinforcing Steel - L.F. 50 50 100 30 30 � 50 40 50 400 Asphalt Pavement - 4" thick 125 205 330 Retaining Mall - L.F. 48 48 36" Cha3n L3nk FenCe - L.F. 48 48 THE AMERICAN iNSTiTUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Alpha Materials, znc. P. O. Box 880 Cape Girardeau, Mo. 63701 as Principal, hereinaf;er called the Principal, and Tt►e American �nsurance company 727 Craig Road, St. Louis, Missouri 63141 a corpo�ation duly organized under the laws of the State of New Jersey as Su�ety, hereinafter called the Surety, are held and firmly bound unto City of Cape Girardeau, Mo. 63701 as Obligee, hereinafter called the Obligee, in the sum of ******Five Percent of the Amount Bid****************** DoilarS (s 5$ of Amt. Bikl for the payment of which sum well and truly to be made, the said Principa) and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assign�, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid (or Community Block �rant Improvements Red Star Neighborhood Restoration Project Project Number 83-CO-02 NOW, TMEREfORE, it the Obligee shall accept the bid of the Prinapal and the Principal shall enter into a Contntt with the Oblisee in accordance with the terms o( such bid,a�d givr such bond or bonds as may be specitied in the biddin6 or Contnct Documents with good �nd suHicient surety tar the (�ith(u� perlormance o( such Contr�tt and (or the prompt psyment o( labor and material turnished in Ihe proseculion Ihereof, or in the evcnt of the failurc o( the Prin�ipal to enter such Contnct and give such bond or bonds, i( the Principal �hall pay to tl�e Ubl�gee the diHerence not to exceed the penalty hereot between the amount specified in said bid and such larger amount (or wh�ch the Obligee may in good laith contract with another party to perform the Work covered by sa�d bid, then this ohl�gation shall be null a�d void,othervvise to remain in (ull force and eHect. � Signed and sealed this Fift_n day of July 19 a4 ALPHA TERIALS INC. ������� /,���/ Principal) ` (Seal) ��� !�1/t.1/�-�-'--� (Wltness) - .� f Title) The American Insurance Company ��� (Swetyl (Seap � f i es- Brenda J. Jak b n Michael D. Whi lTitle) pps A torney-in-Fact AIA DOCUMENT A110• 81D 80ND•AIA m• FEBRUARY 1970 ED•THE AMERtCAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 � 1r�.1�t.KA1. ATi��RNF.Y THE AMERICAN 1NSURAVCE COMPANY � I:�OW ALI. I►tEN el'THE,CE PRESENTS:Th•rt THE AMERICAN INSURAVCE CO�IPANY.•r Corporation duly uraani2ed ynJ existing under the I:�N. uf thr S�:ne uf Nrw Jrney. anJ having its princip•rl office in Ihe Cit)• �nd Cuumy of S•rn Francisco. Calitornia, has m�de, coos�ituted nnd ��rTHO�MAS�E.�tJOHNSTON"�MISSION� HILLS�d KS��WILLIAt'.T�,.''F;�iCKN'SHAARE��MISSIOPOC�ON, III and MERLIN D. REDFIELD, JAMES C. PATEIDL, �MICF�AEL D. ►+'�i:PPS, CLIFFORD B. YOUNG, MICHAEL C. FROST OVERLAND PARK, KS, DON G. OSBORNE, LEAWOOD, K.� a:3 :,E�RnH K. BRADEN, LEtdEXA, KS it. �rur :ind I:�wful Atturnryl�l•in-Fact,with tull power anJ authority hereby cunferred in its name,place and stead.to ezecute.soal.acknowledge and Jclivcr:m� :inJ all bund..unJrrtakingc.«cognizances or uther wrilten ubl�g•rtiuns ia the nature thereof ___________________________ •inJ tu hinJ thc C'��rporatiun thercby xx tully and to the same ezlent as if such twnds were�igned by the Prexidenl,sealed with the curpurate xeal uf the Curporatiun anJ July auested hy ilx Secretary. hereby ratifying and confirming all that the said Attorney(x)-in-Fact may do in the premises. Thi.�x+wcr�.r:u�orney ix gr•rmed pursuanl tu Artide V111,Section t0 and 31 uf By-taws ot THE AMERICAN INSURANCE COMPANY �ow in full furce anJ cfTect. ••Anicle VI11. Appointment and Authority o! Res(dent Asststanf Secretaries, and .4tlorne�-In-Fact and Agents to rceepf Legal ProcYst and !1/akr Appearonces. tiection 30. .4ppoin►ment. The Chairman ot the Board of Directon. the Prcsideni, aay �'ice-Praident or any other pendn authoriud by the Buard ot Dirrctors, the Chairman ot the Board ot Directors, tF�e Praldent or an� Vice-Praldent� may, (rom time to time. appoint Resldent Ascistanl tiecreta�ies and Atlorneys-in-Fact to represent and act for and ou bel�alt d t!x Corporation and Agents to accept legal process and make sppearanrn for and on behalf o(the Corporation. tiection 31. .�ufhorit�•. The Authority of such Resident Assistant Srcretaries. Atlorneys-in•Fact. and Agents shall be as prescribed ln tlx instrumrnt e�idencing their appointment, and any cuch appolntment and all anthority Yranted thereby may be revoked at any time by the Board of Directors or by any person empowered to make such appofntment." Thi� puwer uf attorney is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors ot THE Ah1ERICAN INSURANCE COMPANY at a meeting duly called and held on tF►e 2fith day ot September. 1966, and said Resolution has nut been •rmended ur repealed: "RESnLVFD.�hat the xignature uf any Vice-Prexident. Axsistant Secretary,and Recident A.sistant Secretary uf thic Curporation.and the seal of Ihis Corp��r•rtion muy be affixed or printed on any power of atrorney,on any revocanon of an� power of attorney.ur un anq certificate relating thereto,by fac,imile.•rnd any power of attorney,any revocation of any power of atturney.or ctnifi;ate txaring such facsimile signature or tacsimile xeal shall be e�•rlid and hinding upon the Corporation.`' IN WITNESS WHEREQF.THE AMERICAN INSURANCE.CAMPANY has cauud these presentx u�be xigned by itx Vice-President. :�nd its curp�ttate .e•rl to be hereunto affixed thix�2$t1 day of h!arr�+ �y�t�, �..�;;'.:�ti TNE A�IERICAN INSURA1vCE.COMPANY . , �'=• ♦ :' i � � +��iy���' BY Vice• ta�dcm tiTATE OF CALIFORNIA. ) } ss' CITY AND COC'NTl'OF SAN FRANCISCO J nn this 26th day�f Mareh , �y 84 ,�fore m:personally came Richz^d Wil 1 i ams i�� me known, whu, bring hy me duly sworn, did depose and xay: Ihat he is �'ict-President o! THE AMERICAN ItiSURANCE COMPANY. the Curporation described in and which executed the above instrument;that he know s the ceal of said Corpora�ion:that the seal xffized�o the said instrument i<<uch curporate�eal:that i► was so affixed by order of the Board of Directors of said Corporatiun and lhat he signed his name thereto by like order. IN�4'ITNFSS WHEREOF.I have hereunto set my hand and affixed my official seal,the d2}and year herein 6rst above written. C1711{itL9011tSI:i:it:::lC:ClL::LLC:lL.C1L[[I:L:[tLlJp/ > � ,�` Oi=h1C:lAL SEAL = �` � !' �y� �"��: ��. CI'•4LiZT � �"' • � `=: �' ts��:'� :•�4:::�- C::ll�0^D11A - .�1-c-«�,c� � �� - - 1 � C N.aury Pu �c ��''�✓� UIY G COi;l:17 U.''$A'rJ f'�IINCI$CO � - �»�,.:r = tdy Commission�xpires Aor.17,1984 � (;ERTIFICATE ununtmnn�r.u:c��u�u::cea�i:u�muuuuuu■ tiTATF OF CALIFORNIA. ) } as' CITY AyD CAU!VTY OF SAN FRANCISCO ) I, thr und�r.igncd, Re.ident Assislant Secretary of THE AMERICAN INSIjRA[�CE CO�iPANY, a NEW 1ERSEY Corporation, DO HEREBY CERTIFY ihat thr foreguing and attached POWER OF ATTORNEY remains in full f.�rce and has not been revuked:and furthermore that Article V111. Section�?O;md 11 uf Ihe By-laws of lhe Corporation.and the Resulution ot the Buard of D+rectors:�et forth in Ihe Pawer of Attorney,are now in force. SiFnrJ anJ.caleJ at�hr City und County of San Franciscu.Dated the 5th �,��,� Julv . �y 84 � �.w.,` ,,�...� y � 6 . - - . i .r � A� �r/ °i���a� Rt�'Jenl.���isl�nl$ti�[�+�). ��'C!C� 360�t2 IHOI—TA-3•80 . . NON-COLi�35mN AFFIDA9IT OF PR� BIDDFR State Or Missouri . �� , aa Cotsnty of Cape Girardeau D. L. Harrison , being P3,rst du�q aF►orn� depoaea and a�*a that s l. He ia (amer, partner� officer. repreaentatiire� or aaent) ot Alpha Materials, znc. � the ffidder that haa aubmitted the attached bid; 2. He is tt�l�y informed respecting the preparatiion and contenta or the attached bid and of all pertinent circumatancea reapectina auch bid; 3. Such bid ia aenuine and is not a �colluain�e or sham bid; 4• Neither the aaid bidder nor ar�y oP ita ofiicere, partner�, amera� aaenta, repreaeatativ�ea, employeea or partiea in intereat, including thia aifiant; E has in a�y key colluded, conspired� connired, or a6reed, direct]�y or indirect�r� xith any other bidder� firm or peraon to aubmit' a colluaiire or sharn bid in cormectiod wif.h the contract• for xhich the attachad bid has been anbmitted or to refrain from bidding iri connection xith auch co�ract� or haa in arLy manner� directl,y or indirect�y� aauaht by agreement or colluaion or comm�uiication or conference �►ith ar�y other bidder� fir:a or peraon to fix the price or price$ in the attached bid or of ar�y other bidder� or to f1x s,r�y o�^erhead, profit or coat element of the bid price of the other bidder, or to aecure throuah any colluaion� conspiracy� connivance or unlarrl�l aareea�ent ar�y adrantaae a.6ainat the Owner or ar�y person 3ntmreated in the proposed contract; anci 5. Z'he price or pricea quoted in the. attached bid are fair and �proper, and are not tainted by ar� collusion, conapiracy, connivance or unlaxtlil 8areement on the part of the ffidder or an,,v ot ita agerrta, repneentatives, amera� emplayeea, or partiea in intereat� includina thia afti�nt:�• . � .. <'� "1, �rh..� � �_--� Sianed Title President Subacribed and arrora to before .s tr�s.s Fifth aay or JulY , 19g3. ��f'_,E��r� �y,✓��t.� !�► Comsiaaion e�ires: KATFtLEEI�! AK�R:, • � ' _ NntarY F��til•� _ ' „�'�� � ".n ��� • Commi�sio:.•.d ;,,.�',;,;� ;t �, r.= ,irardeau My Commissicn Lx;�.:.s f�.:�.y �7, 1g£36 —�— U3.DEtAFiT1WENT OF MOtJSING ANO UASAN OEVELOMAENT CEATiFiCAT10N OF BIDOEA REGAADING EflUAL EINPl.0YMEIVT OPPORTUNITY in�ucr�oNs This c=rtification is requurd punuant to EYe�utive Order 1 I:46 (30 F. R. 1_319-ZS). 'ihe implementing rula and re3ulations provide chat any bidder or prospective contractor, cr any of their propostd subcon- tractors. sttall state as an initia! part of the bid or negoci�tions of the contract whether it has partiapated in sr�y ptevious cantrsct or rubconcract subjecs to thc equal oppvrtuniry ciause;and. if w. whether it has filed all cvmpliuice repocu dur under applicabic iastructions. Witerr the cxrtification indicates that the biddtr hu not filed a compliance report due undet appliczble in- muctions. sucfi bidder sha11 be required to submit a camplianca repvrt within xven calendar days after bid openin�. Yo contnrt shall be aw�+ded untess such nport is Sybmitted. C�AT1fiCAT10N 8Y BIOOEA . � Nn+wE,wo�oo�Ess o� sioaEn i,.wMa..z�r coe.� Alpha Materials, Inc. P. O. Box 880 Cape� Girardeau, Mo. 63701 ' t. BiddK hs psrvcioavd in � pr�viau canvxt or wbcontr�et wbj�ct to etn E�++� Ooaort+nitY Gaw�. ❑ Ya � No 2 Canpliar+o nport�w�n nQuind to b� fiib in�onn�ction with wch contract or wbtontraes. ❑ Ya � No . 3. Bidd�t ha�fii�d sll tort�plianes r�0orts dw und�r�pplit�bl� irtsLrvctlorts. indudinq SF•100. . . ❑ Yu C� No C Non� Rpuir�d 4. N�w you�wr p�n a�you b�fnq cor+��dmd for ssneiioe�du� to violatio�at Ex�wtiw OroK 11248.as an+�nd�dT � Y�s (� No . NAMt ANO TiTLL�OF SIGTIEII lN�Nw ry�/ D. L. Harrison, President SIGNATLtRE _ OATE . %; �`; /;• ' \ . < , tL-�l2.2,-,;'�---z_ � . ` L�- -�- . 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R V� F ,Dy�� xw �,a � �o . w�o ao o a� r tn non m�� c o a � r•a roa rom w�o o c � < ��,;, �,� G 1 1 1 M V1 fp W `J 'J 'J :J a'W t N n N N• (j .. „ . � aF xa oma ma o �n n �o �� �..^,,_,�; O rr� w rr H w r• r n r• � r•ro E C ' 't 3 9 ts w fp LL O 'O wW O W O 1•• � rt O 7' m , E � � , ,� O • aa-.� a�a �o a-.�o a awo y y �c m N a rr�D n ID w ao rn m ro ..m w a 7+ N O`�' 1 'G 1 1 �t`-'IA fr N fD � N O 5 � w.-.� �7� w ?' ►� K A < 5 W H MIEO'Pr mW mW p'p 'O ROA' y � M n m .� M p I O r m�-r �r w O /-� fD f� ro�D q = tn WanM W TM �'M an ~ r�+� � nr � '"�` ry�,� F�., xrww Hom ON rwo� o oc+ . v� f.. O M � F•G 7' C S F+ N �'I 7 E N r �oa tia na ro � � • ���e a �•a � r a� � � r a �o�n r- no ' r a tC K a'D h ►�+ A 1� r r M p p M O M p N'o E 'o ro m g w w G r IpWM � 1�0 W6A NMN r�'fA � 6a O n� W.,� � ID �S M• b'M M 'O W E ' .,q . N a a prro W E'f7 £R1 N 7C O fD O S r „ x a o w o a n n � � tf arrO.w aMw nw b W a p r M roaa �rxa rra aaa n o A c r � w�er w nn a w• ro naro a.0 a• r o �� a r o xao ao a �o �o . b � �r o n to�e K •c n n v�o rr n s � ro � a a a a a a K o n w o ao a ar o r r nKx �c �C .ir r•n a r F tn r r a�c E G r �o w p.x�t tT a � n w � a r• � S aon�d �co o aa� n na' naxn nn n o�t x s � . tt C � va x x b�=' � r°n 10 p ID N (D . _ ' - , tIEAVY CONSTRUCPION RATES ' CJutFENTERS Fringeo: Welfare - 1.n5 Vacation - 75� ' Apprenticeship - •ZB . Supplementa� Dues _ .25 OVERTIME RJ►TE NO. 7i Meanr workmen shall be paid one i ona-ha�[ (1�) t1m�• th� � reqular rats ot vaqes for all hours worked in exces• ot eiqht (0) hour• p�r day os forty ({0) hours per waek. For all tima worked on Saturdays the employe• sh�ll b� reimbursed at the rate of one i ona-half (1�) timea the rate■ set forth in th� achedule of wags rstes. For all time worked on Sundays the employa• �hall be r�- imbur��d at tho rata ot tvo (2) cimes tha ratee set forth in schadul• of rat��. Jousneyman, � Pil�driver Man, Millwright 14.9.5 ilhon two or mose carpentars are employed oa a project, ths carpanter desiqnat�d by the Employar to lay out and/or direct ths vork shall raceive fifty c�nta (S00) par hour abova ths Journayman rata. Gonaral Foreman may be 'employed st th� sol� di�czoeion of the Employer, aad if so employed, ahall receiv� one dollar ($1.00) above [ht Journeyman rate. Snift pay diffonential: Swing 9hift, twenty-five centa (25C) per hour� Gsav�yard •hift, tifty cents (SOC) per hour, abov rogulas rates. Carpentere handlinq th� piling i timbers traated with craosot� or other pr���rva- tivsa injurious to tho skin ahall receive twanty-five cent• (25C) p�r hour abov� tha regular Journeyman rate classification. __. . __ OPERJ►TING ENGINEEA9 Frinqeo: H i W - 1.60 / Pension - 1.70 / Appr. Trg. - 12 OVERTIt� RATE NO. 6: Forty (40) hours ehall constituta a veek's work, Monday through Friday. Juiy work pezformed Eetween twelve (12) midnight Friday i twelve (12) midnight Sunday, shall ba at th� rato ol time and one-hali (l�s). • CLASSIFICATIOHS R]1TB CLASSIFICATIONS R1►TS Group I GroupIII l�sphalt Finiahinq Machine i Trench Boilers - 1, Chip Spreader (front Mideninq Spreader, Asphalt Plant man), Churn Orill Operator, Clet Console Operator, Autoqrader, Auto- Plane Operator, Concrete Saw Oper- matic Slipform Paver, Backhoe, Blad� ator (aelf-propelled) , G1irb Finish- Operator-all types, Boet Operator- ing Machine, Oistributor Operator, tow��, Boilers - 2, Cantzal Mix Con- Finiahing Machina Operator, Flex creta Plant Oparator, Clamahell Oper- Plane Operntor, Float Operator, Fozm ator, Concrete Mixer Paver, Crana Grader Operator, Hydrobroom', Puqmill Operator, Derrick or Derrick Trucks, Operator, Aoller Operator, other thaa Dozer Opezatoz, Dzaqllne:Operator, high type asphalt, Screeninq i Wash- predqe Booster Pump, Dredqe Enqine- inq.Plant Operator, Siphons s Jets, man, Dredqa Operator, Drill Cat with Spreader Box Operator, aelf-propel- Compresaos I�Iounted on Cat, Drillinq led (not asphalt), Sub-gradinq llach- � or Borinq Machina Rotary Self prop- fna Oparator, Tank Car Heater oper- � elled, Riqhloadnr, Hoist. Enq.• - 2 ator:(combination boilur R booster) , active drwns, Launchhaanner wheel, Traceor Operator (50 e.P. or leas) Locomotive Operator - atandard Ulmac, Ulric or aimilar apreader, � qauqe, Mechanics i Welders, Muckinq Vibrating Machine 1�.1� Machine, Piledriver Opesator, Pit- Oparator (no hand). man Crans Operator, Push Cat Oper- ator, Quad Trac, Shoval Operator, Grou IV Sideboom Cata, Skiam+er Scoop Opar- er Crout Machina ator, Tranchinq Machin� OILSR-DRIVER Oparator, Truck Crane. 14.65 Compreasor over 105 CPM - 1-] Convayor Operator - 1 G�rou��i_i Cen. - 7.5 KN�►,Cor 1iqhE'plant - 1-3 -"T►�rame, Mphalt Hot-Mix Silo, CONPRESSOR M1►INTENIINCE OPERJITOR = 1-3 Asphalt Plant Fireman (dzum or pumP ' �' and ovsr 1-3 boiler), Jlsphalt Plant Maa, 1►sphalt Small Machine Plant Mixer Operator, Asphalt Weldars - 3-6 13.25 Aoller Operator, 8ackfiller Oper- ator, Barbnr-Greene Loader, Boat In ormat on below appl es to Group I Operator (bzidqe� i dama), Cbip �+poes not apply to boat operator• cov- Spreader, Coacrets Mixer Oparator- ered undar separate aqreement�. Skip Loadaz, Concrate Plant Oper- pre�;� pay ator, Concrete Pump Operator, u 1 Crana w/3 yd. i over bucket� - 25C • Crusher Operator, Dnedq• Oiler, Clamehells - 3 yd. cap. or over - 25C . Elavatinq Grader Operator, Fork Crane, Aigs - Anythinq over 100' incl. Lift, Greas�r - Fleet, floletinq jib - 1C per ft. - no max. Whichaver Enqins - 1, Locoaotiva Operator- p=�ium is highar contractor vill pay. rtarzow gauga, Multiple Compactor, No..two premiums� to be compounded on Pavement Breaker, Powerbroom - selt- crans riq attactunents. propelled, Power Shield, Reoter� � �� Draqlines - 3 yd. cap. or over - 25C Sid� Discharqe Concrets Spreader, Boists - each sdditional activ� drus Slip Fors Pinishing Machina� StumQ- over 2 drums - 25C cutt�r Macnin�� Tluottla Men, • Shovels - 3 yd. capacityor ov�r - 250 Tractor Operatos (ovar 50 S.P.Lr Tandem Scoop - 500 Ninas Truak. 1�.30 . _ . , HfiAVY CONSTRUCTION R11TES TEAMSTSRS - Truck Drivers Prinqea: Welfare - 1.25 Penalon - 1.50 � OVERTIME R]►TS NO. S� Fiorkmen ohall b� paid ona i ona-half (ly) timss the reqular � rat• o! waqei for all hours wrked in exc�es ot eiqht (6) hour• p�r day of Lorty (�0) hour� par v��k. Por all time worked on Saturdays or Sundays tim� i on�-A�lf •hall b� paid. CIU►FT R/►TE CR11FT RATE -r— Flat Bad Truck� Sinqls Axl• S13.43 Tank Wagon Tandem Axle S 13.58 �lat eed Truck� Tand�s Axl• 13,58 Tank Waqon Semi-Trailes 17.70 Statlon Waqons 13.43 Insl�y Waqoe�t Dump�tasst Hal!- Pickup Truck• 13,{;. Track�� Speedacei �clids and Matarial Trucks Sinql� 1►xl� 13.43 other similar equipmant. 13.70 Matazial Truck• Tandem 11�cl� 13.58 A-Fram� i Derrick Trucks 13.70 Sami and/or Pol� Tsail�r• 13,70 Floae or Low Boy , 13.70 Flinch, Fork i Steel Trucki 13,70 Warehouseman 13.33 Distributor Drivers z Oparator� l;,�p 'Tireman, Oiler and Greasar, 1►qitator i Transit Mix - Truck• 13,59 Station Attendant on Con�t. Tank Nagon Sinqls l►xle 13,+3 ••Mschanica, Machanics Help�r 'Th� abov� areas do not apply to these claeaifications. Tha waqe rates and th� ar�as for thesa classifications ahall b� the sama as th� areas i waq• rates for the oiler in th� oparating enqinesrs schedule, axcept that operatinq engin��r frinqe banefiis over and above any applicabl• teamster benefits shall b� add�d to teamster waqe�. ••Tha above areas do not apply to the�• classiLications. Tha vaqs rata• and th� area� for theaa classification� shall b� the sam� a� ths az�as and waq� rat�• for mechanics i mechanics helpar in the operating enqineers schedul�, except that operatinq enqineer fzinqe benetits over and above any applicabls taamster benefits ahall be added to teamster waq��. ' The shift pay differential - awinq•�hift twenty-fiv� cents per hour, grawyard ahift fifty centi per hour, abov� raqular ratas. LABORERS FRIHGE HSNEPITSs H i W - 1.10 / Pension - .60 ' Traininq �nd - .10 OVERTIMB RATS NO. 5s Worl�en ahall be paid tim� i ona-hal! (1�) ths reqular rat� !or hours wrked 1n exces� of �ight (8) hours per day or forty (�0) hours per traak. Saturdayi i Suadays shall b� paid time i one-half (l�y) th� reqular rat�. GENERAL LABORER rpenters en ns�, Salamander Tender�, Dump Man, Tickat Takers, Flaqman, Load- inq Trucka under Bins, Hoppars i Convayor�, Track Men. Cement Bandler, Dump Man on Earth Fill, Georqia Bugqie Man, Material Batch Hopper Man, Spreadsr on llephalt Machine, Naterial Mixer Man (axcept on manholas), Coffer Dams, Riprap Pavera-- Rock, Block or Hrick, Signal Man, Scatfolda over Ten Feat not Self-Supportad from Gronp Up, Skipmaa on Concrete Pavinq, Wire Meeh Setters on Concrata Pavinq. 1►11 work in connection with Sewer, watar, Gas, Gasoline, oil, Drainaqe Pipe, Conduit Pipe, Tils i Duci Lines i all other pipe lines, Power Tool oparator, All work in connaction with Hydraulic or Ceneral Dredginq Operations, Form Satter�, Puddlers (paving only), Straw Blower Nozzlemnn, Asphalt Plant Platform Man, Chuck Tender, Cruahez Feeder, Men Handlinq Creoaota Tie• oi Creoeota Materials, Men workinq Mith i Handlinq Epoxy Material or Materials, Topper of Standinq Trees, Feeder Man on ibod Pulverizera, eoard i Willow Mat Weavers i Cable Tiera on River Work, Dack Hands, Pila Diks i Revetmant Work, 7111 Laborars workinq on undergzound tunnels less thaa 25 feet vhers compresaed air i• not uaed. 1►butment i Pisr Hola Men wrkinq six (6) feet or more belov qround, Men Workinq in Coffar Dams for Bridqe Piers i Footinqs in ths River, Harco Tamper, Jackaon or any other similar Tamp, Clittinq Torch Nan, Liners, Curb, Gutter�, Ditchliners, dot Maatic Rettleman, Hot Tu Applicator, Hand Blada Operator�, Manhola Builder Helper� i Mortar Man on Brick or Block Manholes, Rubbinq Concsets, Air Tool Oparator under 65 pounds, Caulker i Lead Man, Chain or Concrete Sav undes 15 H.P. 13.65 SICILLED LABORER � ra or an, aphalt Raknr, Head 81p� Layer on Sewer 11ork, Satterboar3 Man on Pips i Ditch Nork. Clift Scalers Workinq from Bosun's chairs, Scaffolds or Plat- _ torss on Dams or Power Plant• ovar 10 laet hiqh, 711r Tool Oparator ovar 6S pound�, strinqlla� !!an on Concrate Paviaq, �tc., Sand 81ast Man. , Waterblaeter 1,000 pei or over. i,aser Haan Man, Kaqon Drill, Chura Drill, 111r Track Drill i all other similar typ� � Drill�, Gunit� Nozzle Man, Pressur• Grout Man, Screed Man on llaphalt, Concreta Saw 15 S.P. and over, Grads Checkar, Strinqlina Nan on Electronic Grade Control, Menhol• Huilder, Dyaamit� Man, Powd�r Maa, Waldei, Tunnel !lan. 14.25 MINERs: M�n wrkinq in tunn�ls or �haft� (r►ot air) o! 25 feet or mor� in l�nqth oi 3epth will be paid SOC per hour abov� t1u Skilled I.aborar Rate. SHIFT PAY DIFFERENTIIIL: Swinq •hilt o! 2S4 p�s hour. Graveyard ahift oi SOC per ur ve requ ar ra a�. . MJ►1t8-OP 011Y-Carpsatar�, Operatinq Enqins�r�, Tsamit�rs and Laborers - any amploya� vho i• schedul�d to rrork on r�qulu wrk on a raqular wozk day but i� unabl� du� to w�ath�r or other rsaao�abl• conditions may b� aasiqn�d to wrk oa Saturday at itraiqht tim� ral� ot pay: ,