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HomeMy WebLinkAboutC-1814 - Lido Isle Bridge pedestrian walkway additionFebruary 14, 1977 Py CITY COUNCIL AGENDA ITEM NO. H -10 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION (C -1814) RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after Notice of Completion has been filed. DISCUSSION: The contract for the construction of the Lido Island Bridge Pedes- trian Walkway Addition has been completed to the satisfaction of the Public Works Department. The bid price was $49,992.40 Amount of unit price items constructed 47,942.39 Amount of change orders None Total contract cost 47,942.39 Amount budgeted in the General Fund 49,992.40 (Account No. 02- 7697 -086) During construction it was decided to modify the connections from the new bridge walkway to the sidewalks. This work, which included retaining wall construction and replacement of some of the existing curb and sidewalk, was performed by the contractor under a time and material purchase order. The total cost of $10,873.89 was funded from the Bicycle Trail and Sidewalk Replacement Accounts and is not included in the total contract cost shown above. The design engineering was performed by CALTRANS and the Public Works Department. The contractor is James W. Ford of San Bernardino, California. The contract date of completion was October 29, 1976. The contractor could not obtain delivery of the laminated beams until December 2, 1976. The work, with the exception of the street light luminaires, was completed on December 17, 1976. All work was completed on January 6, 1977. l vlin Director June 28, 1976 CITY COUNCIL AGENDA By the CItY COUNCIL ITEM NO. CITY 4* T CITY COUNCIL FROM: Public Works Department SUBJECT: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION (C -1814) RECOMMENDATION: Adopt a resolution awarding Contract No. 1814 to James W. Ford for $49,992.40, and authorizing the Mayor and the City Clerk to execute the contract. DISCUSSION: Four bids were received and opened in the office of the City Clerk at 2:00 p.m. on June 17, 1976. Bidder Amount James W. Ford, San Bernardino $49,992.40 McCutcheon- Peterson, Arcadia 93,945.00 Stone Construction Co., Glendale 102,025.00 Ecco Contractors Inc., Santa Ana 106,258.00 The low bid is 23% less than the Engineers estimate of $65,000. This project provides for the addition of a pedestrian walkway to the northerly side of the Lido Island bridge. The walkway will be 5 feet wide. This will allow bicyclists to use the existing sidewalk, with the pedestrians using the new walkway. The low bidder, James W. Ford, has not performed work for the City in the past. This will be his first construction contract as an independent contractor. He has been construction superintendent for one of the larger contractors in Riverside for the last six years. A check of his references indicates that he has adequate experience in the construction field and that he is qualified to perform the type of work required by this contract. He is properly licensed by the State Contractors Licensing Board. The budget item for this project has $45,674.11 remaining in the account. A budget amendment to the General Fund in the amount of $4,318.29 has been prepared for Council consideration if the contract is awarded. The plans for the walkway addition were prepared by the Caltrans Bridge Design Department. Due to summer traffic both over and under the Lido Island bridge, the contractor will not be allowed to begin any work which would interfere with this traffic until September 7, 1976. It is estimated that the contract will be completed by October 25, 1976. lin Director OLW:hh !U! 28 1976 By the CITY COUNCIL CITY OF HAWPOKT NAGH RESOLUTION NO. d /f�� 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY J OF NEWPORT BEACH AWARDING A CONTRACT TO JAMES W..�(�' FORD IN CONNECTION WITH LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION, CONTRACT NO. 1814 WHEREAS, pursuant to the notice inviting bids for work in connection with the Lido Island Bridge Pedestrian Walkway addition, in accordance with the plans and specifica- tions heretofore adopted, bids were received on the 17th day of June, 1976, and publicly opened and declared; and WHEREAS, it appears that the lowest responsible bidder therefore is James W. Ford; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Newport Beach that the bid of James W. Ford for the work in the amount of $49,992.40 be accepted, and that the contract for the described work be awarded to said bidder; BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ADOPTED this 28th day of June Mayor ATTEST: City Clerk 1976. DDO /bc 6/22/76 0 LIDO ISLE WOMAN'S �LUB 9 701 VIA LIDO SOLID, NEWPORT BEACH, CALIFORNIA 92660 June 1, 1976 !UN 1 4 1976, By the CITY COUNUL CITY 6?F N &ydpQitT 66ACH Honorable Members City Council Newportr Beach, California in re; Pedestrian Walkway addition At our last board meeting of the Lido Isle Woman's Club, Mrs. Irene Hardage reported on the latest developments of the pedestrian walkway to the Lido Isle Bridge. Needless to say there was much jubilation and joy among our group: As you probably are aware our organization is composed of over four hundred and twenty members, most of whom are mothers and all of whom have been most concerned for the safety of life and limb of the many youngsters who bi- cycle on and off the island. Most grateful are we to know that our long dreamed of project now has the approval of the important Coastal Commission and the approval of your august board of the plans and specifications for the project and authorization of the City Clerk to advertise for bids which will be opened at 2;00 p.m. on June 17, 1976. It was moved, seconded and unanimously approved to write requesting that you proceed with due diligence despite the fact that summer is amongst us and we will experience the pangs of traffic disruption. It was felt that this was a small price to pay to obtain the safety the path promises as soon as possible. Respectfully yours, Lido Isle Woman's Club (Mrs.) Joyce Reaume, President. ' � I rr{ • ^,4J C .._......actor t7 Ckr,u LMLNOT10 LEGAL NC 7 CITY, OF NEWPORT. BEACH, CALIFORNIA' `= NOTICE INVITING BIDS. ' SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 2:00 p.m.. on the 17th day of June; 1976, at which time they will be opened and read, for performing work. as follows: PEDESTRIAN WALKWAY ADDITION TOT HE LIDO ISLAND BRIDGE CONTRACT NO. 1814 Bids must be submitted on the proposal form attached with the contract documents furnished by the Public Works _ Department., The additional, copy of the proposal . form is tc be'retained by the bidder for hia rkdkds.''" , "-- "Each bid must16 accompanied by cash,'certified check or Bidder's Bond, made payable to. the City of Newport Beach, i for, "an amount equal to at least' 10`percent of the amount bid. The title of, the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The contract documents that must be completed, exe- cuted, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signature and titles of the persons signing on behalf of the bidder. For corporations, the signatures of the PRESIDENT or VICE PRESIDENT and SECRETARY or ASSISTANT SEC- RETARY are required and the CORPORATE SEAL shall be affixed to all documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. One set of plans and contract documents, including special provisions, may be obtained at the Public Works. Department, City Hall, Newport Beach, California, at no cost to licensed contractors. It is requested that the plans and contract documents be returned within 2 weeks after bid opening, The City has adopted the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1973 Edition) as prepared by the Southern California Chapters of the Amer- ican Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc„ 3055 Overland Avenue, Los Angeles, California 90034, (213) 870 -9871, The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost. of $5,00 per set. A standard "Certificate of Insurance for Contract Work for City" form has been adopted by the City. This form Is the only certificate of Insurance acceptable to the City. The successful low bidder will be required to complete this form upon award of the contract. For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds, and Faithful - Performance Bonds must be an insurance company or surety company licensed by the State of California. The companies must also have a current General Policy Holders Rating of A or better; and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating Guide (Prop- erty - Liability). In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach has ascer- tained the general prevailing rate of per diem wages In the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 8701 adopted February 9, .1976. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). The, contractor shall be responsible for compliance with Section 1777,5 of the California Labor Code for all ap- prenticeable occupations. The contractor shall post a copy of the prevailing wage rates at the job site. Copies may be obtained from the Public Works Department, The City reserves the right to reject any or all bids' And to waive any informality in such bids. DORIS GEORGE, CITY CLERK CIT.T OF MWPORT REACR,_CALIFORNIA . PINTA' 41009 :f,' 1.1/.�, Ia t1w llwpoxt Harbor Endg& May 24, 1976 CITY COUNCIL AGENDA ITEM NO. H -10 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: PEDESTRIAN WALKWAY ADDITION TO THE LIDO ISLAND BRIDGE (C -1814) RECOMMENDATIONS: Approve the plans and specifications for the subject project. Z. Authorize the City Clerk to advertise for bids for Contract No. 1814 to be opened Monday, June 7, 1976, at 2:00 p.m. DISCUSSION: This project provides for the addition of a five foot wide pedes- trian walkway to the northerly side of the Lido Island Bridge. The attached typical cross section shows the configuration of the walkway addition. The walkway will have a hard anodized railing similar to one along Coast Highway in Huntington Beach. A portion of the existing concrete railing on the north side of the bridge will be removed and replaced with an aluminum railing. When the walkway is completed bicycle ramps will be constructed to allow bicyclists to ride on the sidewalks across the bridge. This project was requested by the Lido Island Community Association. Its design was presented to them and approved (see attached letter dated December 18, 1975). The U. S. Coast Guard has classified this project as a minor devia- tion to the bridge and will not require a permit. A Coastal Zone Permit has been applied for and will have a hearing May 24, 1976. If complications arise in obtaining a permit the award of the contract can be postponed until the permit is obtained. The plans were prepared by the Caltrans bridge design section. The estimated date of completion for the project is October 15, 1976. The engineer's estimate for the project is $65,000. The budgeted amount for this project was $50,000. Approximately $4,000 has been paid for engineering. A budget amendment will probably be needed to award the contract and will be prepared for Council consideration when the low bid for the project is considered for award of the contract. oseph T. Devlin ublic Wo ks Director )W:hh Att. Q ry , C/TY ar m A/EbVPORT BEACH BqL OA C, 0 n 9 Z COVES LOCAT /ON MAP C /rV Of C017A M40 h � `� I PAWAYO vEgA WALLKWAY /pttoA ADO /T /ON _ 5 /TE BAY PAC /F lo OCEAN V /C /N /TY MAP NAUT /CA[ M /GG fy FROM U. t. C.0 (9.9. CNAA:T nN• 8/ Asp � C /7y /40rfRTy 'L TuR,v / •/o AASIAI PROD \,y MML fWAY, L� L r �s r 0 33.37' E�FACH _�i A/076 : . PA'O /QfEo COWMIJC7 /Ou /Y /[L AGlO 101AIMN \ZO t EYAMA10 A/AY /dAT /OVAL CLEAACAA10E(//OR/ION7AC AC YEA!r/CA[). NO AMFP6 /A6 /s PROVCSED. PROP0660 OCOeS7-R/AN WALKWAY ADO /T /4N TO THE U00 1944N0 BR/OGE OVER 75511E WE57' 6 /DO CHANNEL. C /TY Of N4rwoozr mACN, A4ANGE COUNTY, irJz VV C V1A . APAUCAT /OA/ QY MS C /TY Of NEWAvA[T QEACN .s'NErr / ar 2 AITE. 14MVARY, 1976 PFOPOlM ADD /TiON 6. $ (WAL MWAY ) 1 1 1 I I TI, 1 'r- I I I II min. I L__J L__J A 9 TO NOM I. HORJZGWTAL B VERT ICAL CLEARANCES15 WILL NOT B£ CHANGED N Z EXIMM NAV IGAT ION LIGHTS WILL 9£ PROTECTED /N THEIR PRESENT LOCATIONS PROPC5" AI b \� G BADGE DITION /' ISTING BR /Dcle M. NW.QO.OD M. L. L. H(= -•I B EX /ST //Vfi BR/DCF 1 IZ.r� L1 7YPICA4, Je MON NORZ. B VERT. STALE F cr PEAL 5 SCALES OF FEET o VERT /CAL HORIZONTAL SO.MI%INGS 8 ELEVATIONS AIDE /N FEET B REFER R7 MEAN /RCAF WATER. MEAN MBN WATER CORRESPONDS TO I.77 FEET ABOVE MEAN SEA LEVEL. PROPOSED PEDESTRIAN WALKWAY ADD/7/ON OVER THE WEST LIDO CHANNEL CITY OF NEWPORT BEACH, ORANGE COUNTY, CAL/A7RN/A APPL/CAT /ON BY THE C/TY OF NEWPORT BEACH SHEET Z OF Z , -{. ,a:. t6W glL • 3 t I T 70' VIA 1.100 SOUD, Li ^o IS' TELEPHONE: 673 6 170 NEWPORT B E ACH, (:At-! FO RM I A 92A6t) 18, 1 975 Da.""rtment of Public ',;;orks -it of Newport Beach 3300 .,e-wpor� Blvd- NewPort Beach, California 92663 Re: Pedestria., Jalkway Dear :--. ''ebb: ';ou'. , ' ro,-osals for the bridge inq:zoveme t were discussed rl,:%tai-1 at o,ir. last Board 'Ieetinq. am ;'leased to report that every item contained in vour lat':"r was ct-opted %%?i!-hout debate, anO, the P�oard was una.nimous in it's approval of the complete project. Please accept our appreciation for the thought, time and e.I.fort you have devoted to this welcome improvement. Yours sincerely, Administrator A Non-Profit Cooperative organization of All Lido Isle Property Owners April 7, 1977 James W. Ford PO Bo= 5911 San Bernardino, CA 92412 Subject: Surety . Fremont Indemnity Company Bonds No. : 76 -0731 Project : Lido Island Bridge Pedestrian Walkway Addition Contract bo.: 1814 The City Counail on February 14, 1977 accepted the work of subject and autborised the City Clerk to file a Notice of Completion and to release the bonds 35 days after Notice of Completion has been filed. Notice of Completion was filed with the Orange County Recorder on February 18, 1977, in Book No. 12076, Page 1149. Please notify your surety company that bonds may be released 35 days after recording data. Doris George City Clark DG :ce cc: Publ'.c -- !! %r.ks Department c. -o Rio a''vc 25590 NOTICE OF COMPLETION PUBLIC WORKS t;2076''i 149 RECORDED IN OFFICIAL OF ORANGE COUNTY RECORDS CALIFORNIA 5 Men 3 181977 /. "JE CARLY14 C oua h Recorder To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on January 6, 1977 the Public Works project consisting of Lido Island Bridge Pedestrian Walkway Addition on which James E. Ford was the contractor, and Fremont Indemnity Company was the surety, was completed. VERIFICAT I, the undersigned, say: CITY OF NEWPORT BEACH rector I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on February 15, 1977 at Newport Beach, California. V E RI FI I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on February 14 1977 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on February 15, 1977 at Newport $each, California. I {Q\ i ! CITY OF NEWPORT BEACH CALIFORNIA city }call 3300 W. Newport Blvd Date: February 15, 1977 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: Attached for recordation is Notice of Completion of Public Works project consisting of L1dn Taland nr4a„a Fadeetriaa .,_1kwa Y Addition Contract No.lBl _ on which James E. Ford was the Contractor and Fremont Indemnity Company was the surety. Please record and return to us. Very trul yours, �e_ L -4 Doris George City Clerk City of Newport Beach Encl. 0 0 Date July 23. 1976 TO: Public Works Department FROM: City Clerk SUBJECT: Contract No. 1814 Project Lido Isle Pedeatri.an Walkway Attached is signed copy of subject contract for transmittal to the contractor. Contractor: I... . cJ VnVA Address: P.O. Boa 5911 San Bernardiuw, CA 92412 Amount: $ $49.992.40 Effective Date: iuly 21 1976 Resolution No. as ,)n Doris George DG:swk Att. cc: Finance Department 0 0 July 19, 1976 TO: CITY CLERK FROM: Public Works Department SUBJECT: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION (C- 181'4) Attached are four copies of the subject contract documents as well as the insurance certificates. Please have the contract documents executed on behalf of the City, retain your copy and the insurance certi- ficates and return the remaining copies to this department for distribu- tion. Thank you. Don Webb Project Manager DW:h Att. 'E& LIFE & CASUALTY ® The )Etna Casualty and Surety Company ❑ The Standard Fire Insurance Company Hartford, Connecticut To CITY OF NEWPORT BEACH CITY HALL 3300 W. NEWPORT BLVD. NEWPORT BEACH, CA. 92663 PUBLIC WORK9 DEPARTMENT ISSUED IN FOUR COUNTERPARTS Date JULY 9, 1976 This is to certify that insurance policies, subject to their terms, conditions and exclusions, are at present in force in the Company indicated above by 3, as follows: Name of Insured JAMES FORD 5595 STODDARD AVE., SAN BERNARDINO, CA. 92407 Covering JOB: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION (C -1814) KIND OF INSURANCE LIMITS OF LIABILITY POLICY NO. EFFECTIVE EXPIRATION Each Person Each Occurrence Aggregate Workmen's Compensation ;a. a 86CK952701CPA 7/2/76 7 2 77 Manufacturers' & Contractors' Bodily Injury Liability $ 000 a t Property Damage Liability sr $ .000 .� $ ,000 Owners' or Contractors' Protective " rF�iP Bodily Bodily Injury Liability �w"69ia9 kt, "aali�pwri" %patPGy'eti.'I $ n °.ra{'.saidz a d. a eF+Pn r. xA e a'r "" `""° a y'o �,"� ^�e��� "atbi,�R$"� $ .000 $ .000 Property Damage Liability Comprehensive Automobile Bodily Injury Liability I Y tY $ 000 $ 000 "t r ^af Yja: Property Dama ge Liability a�tf�Grs rK`a,�j{ $ ,000 Comprehensive General 7 �yi "�at^`�aPN'g�ad€ Bodily Injury Liability 000 $ 000 '`" Property Damage Liability ,` ' $ ,000 .. $ ,000 Bodily Injury Liability $ ,000 $ .000 $ ,000 Property Damage Liability in event of cancellation, THIRTY (30) DAYS' written notice will be given to the party to wham this certificate is addressed. (CC -51941 1 -73 FRII��OMPYANY, Il)T � By BY • !O iQ /� It Authorized Representative CAT. 273582 PRINTED IN U.S.A. 0/ Au"Wxwo LIFE & CASUALTY & The Xtna Casualty and Surety Company ❑ The Standard Fire Insurance Company Hartford, Connecticut ISSUED IN FOUR. To CITY OF HEMET BEACH CITY HALL 3300 W. NEWPORT BLVD. NSNPORT BEACH, CA. 92663 PUBLIC WORM DEPARTMENT Date JULY 9, 1976 This is to certify that insurance policies, subject to their terms, conditions and exclusions, are at present in force in the Company indicated above by N, as follows: Name of Insured JAMES FORD 5595 STODDARD AVE., SAN BERNARDINO, CA. 92407 Covering JOB: LIDO ISLAND BRIDGE PEDBSTBIAN WALKWAY ADDITION (C -1814) KIND OF INSURANCE LIMITS OF LIABILITY POLICY NO. EFFECTIVE EXPIRATION Each Person Each Occurrence Aggregate Workmen's Compensation 86tZ952701CPA 7/2176 7/2177 Manufacturers' & Contractors' s a� Bodily Injury Liability $ 000 - In event of cancellation, THIRTY (30) DAYS' written notice will be given to the party to wham this certificale is addressed. tCC. 519411 1 -73 MIS WAVY By BI: ,f•�ii i It Authorized Represent ive 11eA Property Damage Liability t <�e_ $ ,000 $ ,000 Owners' or Contractors" Protective Bodily Injury Liability Property Damage Liability' �a -�, .000 @ °°"``'• +a. 1 $ 000 $ 000 Comprehensive Automobile Bodily Injury Liability $ ,000 $ 000 s.. •'v "a ° R ��t Property Damage Liability e •9 y�yyy. 1 @' tom@ P &xff..0.i4p9Ef� �sf 'tr,�A..�.1,•a�",".'m.. $ 000, dM W rg Q k J a+aar° „,rl"• Comprehensive General Bodily Injury Liability •.' �, �,•,•.� @' $ $ 000 $ 000 Property Damage Liability •.,,* $ ,000 $ ,000 Bodily Injury Liability $ 000 $ DDD $ ODD . _ .. ... �:.. $ .000 $ ,000 Property Damage Liability In event of cancellation, THIRTY (30) DAYS' written notice will be given to the party to wham this certificale is addressed. tCC. 519411 1 -73 MIS WAVY By BI: ,f•�ii i It Authorized Represent ive 11eA """s LIFE & CASUALTY Ll The /Etna Casualty and Surety Company ❑ The Standard Fire Insurance Company Hartford, Connecticut To CITY OF NEWPORT BEACH CITi BALL 3300 W. NEMRT BLVD. MAU- ! BEACH, CA. 92663 PUBLIC WORM DUARTHBI+IT ISSUED IN FOUR. Date JULY 9, 157fj This is to certify that insurance policies, subject to their terms, conditions and exclusions, are at present in force in the Company indicated above by 0, as follows: Name of Insured JAM FORD 5595 STODDARD AVE., SAN BERNARDINO, CA. 92407 Covering JOB: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION (C -1814) KIND OF INSURANCE LIMITS OF LIABILITY POLICY NO. EFFECTIVE EXPIRATION Each Person Each Occurrence Ag regate Workmen's Compensation 861X952701CPA 7/2/76 7/2/77 Manufacturers' & Contractors -6 „, Bodily Injury Liability $ opo��- Property Damage Liability - q -���x- $ .000 $ ,pop Owners' or Contractors � .. sa:.: Protective ��� Bodily Injury Liability -3 — �. ,` � ,gg $ 000 Property Damage Liability m x,10. ... �� $ ,000 $ ,000 Comprehensive Automobile Bodily Injury Liability $ 000 $ 000 °° Property Damage Liability v. $ 000,�P�'� Comprehensive General Bodily Injury Liability $ 000 $ 000 , Property Damage Liability, $ ,000 $ ,000 Bodily Injury Liability $ ,000 $ ,000 $ ,000 Property Damage Liability ,000 In event of cancellation, THIRST (30) DAYS' written notice will be given to the party to whom this certificate is addressed. (CC- 5194 -1) 1 -73 BRAS 4 9MMANYt C. By 8Y: yffdT -1< Authaize0 Representative • CITY OF NEWPORT BEACH SUED IN FOUR COUNTERPARTS CERTIFICATE OF INSURANCE FOR CONTRACT WORK FOR CITY IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. 1814 MODIFICATIONS TO THIS CERTIFICATE ARE NOT ACCEPTABLE Project Description: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION This is to certify that the AETNA CASUALTY & SURETY CO. Name of Insurance Company) has issued to JAMES W. FORD Name of Insured P. O. BOX 5911, SAN BERNARDINO, (Address of Insuri the policy of liability insurance certified herein. CA. 92412 CITY CONTRACT ENDORSEMENT This endorsement is attached to the policy described herein to assure compliance by the named insured with the terms and provisions of the contract or other agreement(s) entered into between the insured as contractor and the City of Newport Beach. The Company amends the policy described herein as follows: 1. It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled or materially changed until thirty days after receipt of registered written notice of cancellation or change by the City of Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660. 2. The City of Newport Beach, its officers and employees are hereby declared to be additional insureds in the policy described insofar as they may be held liable for injuries, death or damage to property excluding the sole negligence of the City, its officers and employees. It is further agreed that any other insurance carried by the City, its officers and employees shall not be contrib- uting or primary with the insurance provided by this policy. This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: FRIIS & COMPANY, INC. Address of Agency or Broker: P. O. BOX 2766, RIVERSIDE, CA. 92506 Telephone No.(714) 787 -8730 FRIIS .& COMPANY, INC., Countersigned by: BY :;". , L:4.a — " - ' L - r Authorized Insurance Company Reoresentative Effective date of this endorsement: 7/9/76 1 19 , Endorsement No. 2 to jai ) ve ual olicy Term Limits of Liabilit Covera a lic No. Each Occurrence (Minimum: Aggregate (Minimum: $500,000) $ 500,000 Protecti, $1,000,000 Products $ 500,000 Contract HOW C MPLETE INFOR TION BELOW Policy No. COMPREHENSIVE LIAB. Combined Single 86AB From:7 2 76 $ 500,000 Protecti Limit Bodily Injury 211161CMA $_1,_0_0_O T-0003roducts or Property Damage To: 7/2/77 $ 500,000. $ 500,000 Contract Each Occurrence This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: FRIIS & COMPANY, INC. Address of Agency or Broker: P. O. BOX 2766, RIVERSIDE, CA. 92506 Telephone No.(714) 787 -8730 FRIIS .& COMPANY, INC., Countersigned by: BY :;". , L:4.a — " - ' L - r Authorized Insurance Company Reoresentative Effective date of this endorsement: 7/9/76 1 19 , Endorsement No. 2 to jai ) ve ual • CITY OF NEWPORT BEACH of SUED IN FOUR COUNTERPARTS CERTIFICATE OF INSURANCE FOR CONTRACT WORK FOR CITY IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. 1814 MODIFICATIONS TO THIS CERTIFICATE ARE NOT ACCEPTABLE Project Description: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION This is to certify that the surance company has issued to JAMES W. FORD Name of Insured P. O. BOX 5911, SAN BERNARDINO, CA. 92412 (Address of Insured the policy of liability insurance certified herein. CITY CONTRACT ENDORSEMENT This endorsement is attached to the policy described herein to assure compliance by the named insured with the terms and provisions of the contract or other agreement(s) entered into between the insured as contractor and the City of Newport Beach. The Company amends the policy described herein as follows: 1. It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled or materially changed until thirty days after receipt of registered written notice of cancellation or change by the City of Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660. 2. The City of Newport Beach, its officers and employees are hereby declared to be additional insureds in the policy described insofar as they may be held liable for injuries, death or damage to property excluding the sole negligence of the City, its officers and employees. It is further agreed that any other insurance carried by the City, its officers and employees shall not be contrib- uting or primary with the insurance provided by this policy. Lacn uccurrence Aggregate (Minimum: (Minimum: $500,000) $ 500,000 Protective $1,000,000 Products $ 500,000 Contractual) Policy No. COMPREHENSIVE LIAB. Combined Single 86AB From: 7/2/76 $ 500,000 Protective Limit Bodily Injury 211161CMA , , roducts or Property Damage To: 7/2/77 $ 500,000. $ 30ZD;D_WContractual Each Occurrence This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: FRIIS & COMPANY, INC. Address of Agency or Broker: P. O. BOX 2766, RIVERSIDE, CA. 92506 Telephone No1714)787 -8730 ANY, INC. ,. Countersigned by: BY: ce Company Kepresentative Effective date of this endorsement: 7/9/76 , 19 , Endorsement No. 2 • CITY OF NEWPORT BEACH &UED IN FOUR COUNTERPARTS CERTIFICATE OF INSURANCE FOR CONTRACT WORK FOR CITY IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. 1814 MODIFICATIONS TO THIS CERTIFICATE ARE NOT ACCEPTABLE Project Description: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION This is to certify that the AETNA CASUALTY & SURETY CO. Name of Insurance Company has issued to JAMES W. FORD of Insu P. 0. BOX 5911, SAN BERNARDINO, CA. 92412 (Address of Insured the policy of liability insurance certified herein. CITY CONTRACT ENDORSEMENT This endorsement is attached to the policy described herein to assure compliance by the named insured with the terms and provisions of the contract or other agreement(s) entered into between the insured as contractor and the City of Newport Beach. The Company amends the policy described herein as follows: 1. It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled or materially changed until thirty days after receipt of registered written notice of cancellation or change by the City of Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660. 2. The City of Newport Beach, its officers and employees are hereby declared to be additional insureds in the policy described insofar as they may be held liable for injuries, death or damage to property excluding the sole negligence of the City, its officers and employees. It is further agreed that any other insurance carried by the City, its officers and employees shall not be contrib- uting or primary with the insurance provided by this policy. This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker FRIIS & COMPANY, INC. Address of Agency or Broker: P. 0 Subcontractors). BOX 2766, RIVERSIDE, CA. 92506 Telephone No.(714)787 -8730 FRIIS . &.COMPANY, INC, Countersigned by: BY:!�,�:z: /,i�:x -z�.. Authorized Insurance Effective date of this endorsement: 7/9/76 1 resentative 19 �, Endorsement No. 2 to ial ) ie ual olicy Term Limits of Liability Each Occurrence (Minimum: Aggregate (Minimum: Covera e IIcy No. $500,000) $ 500,000 Protecti $1,000,000 Products 1$ 500,000 Contract HOW C )MPLETE INFOR TION BELOW Policy No. COMPREHENSIVE LIAB. Combined Single 86AB From:? 2/7 6 $ 500,000 Protecti Limit Bodily Injury 211161CMA $1,000,00 roducts or Property Damage To: 7/2/77 $ 500,000. $ 500,000 Contract Each Occurrence This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker FRIIS & COMPANY, INC. Address of Agency or Broker: P. 0 Subcontractors). BOX 2766, RIVERSIDE, CA. 92506 Telephone No.(714)787 -8730 FRIIS . &.COMPANY, INC, Countersigned by: BY:!�,�:z: /,i�:x -z�.. Authorized Insurance Effective date of this endorsement: 7/9/76 1 resentative 19 �, Endorsement No. 2 to ial ) ie ual Workmen's Compensation and Employers' Liability Policy Ree..al ef: NEW DECLARATIONS ITEM I Name of Employer and Addren: Policy NO. N 294490 JAMES W. FORD 5595 STODDARD AVE. SAN BERNARDINO, CALIFORNIA 92407 ® Individual ❑ Partnership ❑ Corporation ❑ MOSELLE INSURANCE, INC. to APRIL B, 1977 150 -1 -10702 NATIONAL INSURANCE C O M P A N Y HOME OFFICE LOS ANGELES, CALIFORNIA L- �, + ITEM III Principal Locations: Above ar.d elsewhere. n EANNUAL R ITEM IV CLASSIFICATION OF PRINCIPAL OPERATIONS 3 a OFR �. -•' REMUNERATION REMUNERATION Code Nos. "" CONTRACTORS SCHEDULE ATTACHED ENDORSEMENTS ATTACHED: 1. WC 10 2. WC 44 3. WC 15R 5645 —EAP -657 The language of the classification or classifications of operations inserted in the policy declarations shall not be interpreted to extend insurance, or obligate the insurer to the payment of benefits, to any person who is excluded from insurance by express statement elsewhere in this policy or in any endorsement thereto. OTHER OPERATIONS: Proper classifications and rates to be determined in accordance with the manuals in use by the company. ITEM V The fo'icwing persons a,e s.edf;caIIy covered as employees. anything in the policy Exclusions to the contrary notwithstanding: ALL EXCLUSIONS APPLICABLE ITEM VI M:nim�m Preml,;m 5 100 Deposit Premium: S 100 ITEM VII Payrcll reporting and premium ad;uoment period' 1 ® Monthly ❑ Quarfe" y ❑ Somn Annual ❑ Annual — t a n 2 ✓/TI��` / ^�7�7� Counfers.gned at LOS ANGELES on 4 -14 -76 TS ' V AUTHpR12E0 eEPRESEMTLT1Vf FORM NPC t0%F 25M (F71) a e., e—' :r NEW Workmen's Compensation and Employers' Liability Policy . DECLARATIONS N 2 9 401 4490 ITEM I Nave of Emp'oyer and Address: POIICtr NO. JAMES W. FORD N A T I O N A L 5595 STODDARD AVE. SAN BERNARD 1 N0, CALIFORNIA 92407 N S U R A N C E OMPANY Emp'oyer is: ® Individual ❑ Partnership ❑ Corporation ❑ ITEM 11 - HOME OFFICE Policy Per;od: From APRIL 8, 1976 ,a APRIL 8, 1977 LOS ANGELES. CALIFORNIA at 12:01 A.M., standard time as to each of said dates. - Producer Number- MOSELLE INSURANCE, INC. 150 -1 -10702 ITEM 111 Principal Locations: Above end dwrh.m. ITEM IV CLASSIFICATION RATE PER SSIFICAiION OF PRINCIPAL OPERATIONS ANNUAL $IW OF REMUNERATION REMUNERATION Code Nos. CONTRACTORS SCHEDULE ATTACHED ENDORSEMENTS ATTACHED: 1. WC 10 2. WC 44 3. WC 15R 5645 —EAP -657 The language of the classification or classifications of operations inserted in the policy declarations shall not be interpreted to extend insurance, or obligate the insurer to the payment of benefits, to any person who is excluded from insurance by express statement elsewhere in this policy or in any endorsement thereto. OTHER OPERATIONS: Proper classifications and rates to be determined in accordance with the manuals in use by the company. ITEM V ine arc teed ically .,O,ed as employees, myfbi.q in the policy Exclusions to the contrary notwithstanding: ALL EXCLUSIONS APPLICABLE ITEM VI Minimem Premium: $ 100 Deposit Premium: $ 100 ITEM VII Payro)I reP.,Gcq and premi m adiustment period: sl ® Mo, :F:y F-1 Qvar!c b� , ❑ Somi Annual ❑ Annual ti E -Q� e.uninrsgned at LOS ANGELES on 4-14 -76 TS ' AUTHORIZED REPRESENTATIVE FORM NPL IOtF 25M (E >]) CITY CLERK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CITY CONTRACT NO. 1814 CONTRACT DOCUMENTS FOR LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION Approved by the,City Council this 24th day of Ma I 1976 c Doris George, City Cle, SUBMITTED BY: JAMES E. FORD Contractor P.O. Box 5911 Address San Bernardino, CA 92412 City Zip (714) 886 -1508 Phone $49,992.40 Total Bid Price • To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92663 Gentlemen: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 C 1101- M • PR 1 of 3 The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby pro- poses to furnish all materials and do all the work required to complete Contract No. 1814 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for the work, complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1. Lump Sum Bridge removal (Portion) Eight Thousand @ Nine Hundred Thirty -one Dollars and No Cents $ 8,931.00 $ 8,931.00 Lump Sum 2. 16 Structural Concrete, Bridge (F) Cubic Yds. @ Two Hundred Dollars and No Cents $ 200.00 $ 3,200.00 Per Cu is Yard 3. 24 Drill and Bond Dowel Linear Feet @ Eight Dollars and No Cents $ 8.00 $ 192.00 Per Linear Foot 4. 1,100 Bar Reinforcing Steel (Bridge) (S -F) Lbs. @ No Dollars and Twantcix Cents $ 0.26 $ 286.00 Per Pound • • PR2of3 ITEM QUANTITY 11LM ULS)LHIFIIUN UN11 IUTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5. 4,600 (S -F) Lbs. 6. 3.60 MFBM 7. 4.0 MFBM 8. 247 Linear Ft. 9. 187 Linear Ft. 10. 1,100 Square Ft. Structural Steel (Bridge) (Galvanized) @ Two Dollars and Ten Cents Per Pound Glued Laminated Girder (Treated) $____2 .10 $ 9,660.00 @ Fifteen Hundred and Three Dollars and Fift - Cents $ 1,503.55 $ 5,419.78 Per MF M Glued Laminated Deck (Treated) @ Fifteen Hundred and Thraa Dollars and Cents $ 1,503.55 $ 6,,014.20 Per MF M Baluster Rail @ Thirty Dollars and Seventy -seven Cents Per Linear Foot Pipe Rail @ Sixteen Dollars and 7j'nty -nine Cents Per Linear Foot Non -skid Surfacing 1 .11 , @ -Onp Dollars and Fifty Cents $ 1.50 $ 1,650 on — Per Square Foot 11. Lump Sum Street Light System @ Four Thousand_ Dollars and No Cents $ 4000.00 $ 4.000.00 _ Lump Sum • • PR3of 3 TOTAL PRICE FOR ITEMS 1 THROUGH 11 WRITTEN IN WORDS: Forty -nine Thousand Nine Hundred Ninety -two Dollars and Fortv Cents $ 49,992 June 17, 1976 Date JAMES W. FORD Bidder's Name d Authorized Signature CONTRACTOR'S LICENSE NO. 317939 TELEPHONE NUMBER (714) 886 -1508 CONTRACTOR'S 1D P-0- Co. 5911. San Bernardino. CA 92412 0 • Page 1 CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 2:00 P.M. on the 17th day of June , 1976 , at which time they will be opened and read, for performing work as follows: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 Bids must be submitted on the proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the proposal form is to be retained by the bidder for his records. Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The contract documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signature and titles of the persons signing on behalf of the bidder. For corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required an to he Corporate Seal shall be affixed to all documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. One set of plans and contract documents, including special provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. It is requested that the plans and contract documents be returned within 2 weeks after the bid opening. (cont.) • • Page la The City has adopted the Standard S ecifications for Public Works Construction (1973 Edition) as prepare y t e out ern California Chapters of the erican Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $5.00 per set. A standard "Certificate of Insurance for Contract Work for City" form has been adopted by the City. This form is the only certificate of insurance acceptable to the City. The successful low bidder will be required to complete this form upon award of the contract. For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds, and Faithful Performance Bonds must be an insurance company or surety company licensed by the State of California. The companies must also have a current General Policy Holders Rating of A or better; and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating Guide (Property - Liability). In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolu- tion No. 8701 adopted February 9, 1976. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). The contractor shall be responsible for com- pliance with Section 1777.5 of the California Labor Code for all apprenticeable occupations. The contractor shall post a copy of the prevailing wage rates at the job site. Copies may be obtained from the Public Works Department. The City reserves the right to reject any or all bids and to waive any informality in such bids. Revised 3 -22 -76 Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal Holidays, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in accordance with the Statutes of the State of California providing for the registration of Contractors, License No. 317959 Classification "A" Accompanying this proposal i , Lasnler -s GneCK or in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self- insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 4 (7]).886 -1508 P one Nu er JAMES W. FORD Bidder's Name (SEAL) S /James W. Ford uthorized Signature Authorized Signature Individual Type of Organization (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: Page 3 DESIGNATION OF SUBCONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the subcontractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these subcontractors except upon the prior approval of the Engineer. Item of Work Subcontractor Address 1. Baluster Rail Craneveyor Corp. 1524 Potrero, El Monte 2. Pipe Rail Craneveyor Corp. 1524 Potrero, E1 Monte 3. Nelson Studs Eckles Stud Welding 301 Orchid Ave., Corona del Mar 4. 5. 6. 7. 8. 9. 10. 11. 12. JAMES W. FORD Bidder's frame S /_James W. Ford A%orized Signature Tndividiial Type of Organization (Individual, Co- partnership or Corp.) �. FOR ORfNAL SEE CITY CLERK'S FILE COPY, BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, Page 4 BOND NO. B -76 -0676 PREM: INCL. IN BBSU That we, James W. Ford , as Principal, and Fremont Indemnity Company as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten Percent (10 %) of the Amount Bid in Dollars ($ --- - - - - -- ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of LIDO ISLAND BRIDGE, PEDESTRIAN WALKWAY ADDITION, CONTRACT NO. 1814 . in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 16th day of ,lung , 19 76 . Corporate Seal (If Corporation) :151*1NgW111 1 NOW1119JI-pom $1.1amec W_ Fnrd (Attach acknowledgement of Attorney -in -Fact Public Marsha K. Morris, Notary FREMQNT TNQFMNT.TY IY•'1 1 ❑ 11 1 1 , I BY Skludith A_ Kindler Title Attorney -in -Fact L� The bidders, by its officers and filing this bid, being duly sworn them, have in any way, directly o ment with any other bidder, or wi whereby such affiant or affiants NON - COLLUSION AFFIDAVIT agents or representatives on their oaths say, that r indirectly, entered th any public officer or either of them, has bidder or public officer any sum of money, or has given bidder or public officer anything of value whatever, or either of them has not directly or indirectly, entered ment with any other bidder or bidders, which tends to competition in the letting of the contract sought for b bid has been accepted from any subcontractor or materialman th the Bylaws, Rules or Regulations of which prohibit or prevent considering any bid from any subcontractor or materialman whic through said bid depository, or which prevent any subcontracto bidding to any contractor who does not use the facilities of o through such bid depository; that no inducement or any form or that which appears upon the face of the bid will be suggested, delivered to any person whomsoever to influence the acceptance awarding of the contract, nor has this bidder any agreement or kind whatsoever, with any person whomsoever to pay, deliver to other person in any way or manner, any of the proceeds of the • pre nei into any of such paid o r or is such a into any or does 1 y the a Page 5 sent at the time of ther they nor any of arrangement or agree - CITY OF NEWPORT BEACH is to pay to such to give to such other ffiant or affiants or arrangement or agree - essen or destroy free ttached bids; that no rough any bid depository, the contractor from h is not processed r or materialman from r accept bids from or character other than offered, paid, or of the said bid or understanding of any or share with any contracts sought by this bid. James W. Ford Subscribed and sworn to before me this 17th day of June , 19 76 My commission expires: January 27. 1977_ S /Pat Cockren Notary Public i • Page 6 FOR ORIGINAL SEE CITY. CLERK'S FILE COPY STATEMENT OF FINANCIAL RESPONSIBILITY Tne undersigned submits herewith a statement of his financial responsibility or agrees to submit a statement within 24 hours after the bid opening if he is the apparent low bidder. Financial Statement as of June 17, 1976 James W. Ford P.O. Box 5911, San Bernardino, CA Cash $287.00 Accounts Payable $ 155.50 Accounts Receivable 360.00 Equipt. Payments Due in 1 yr. 1752.00 Completed Contracts Accrued Payroll & Expense 0 Life Insurance Cash Value 1660.00 Owing Subcontractors 0 Checking Accounts Personal 1345.00 TOTAL CURRENT LIABILITIES $1907.50 Payroll 1463.50 General 1173•.61 Repurchase Agreement 5000.00, Treasury Notes TOTAL CURRENT ASSETS $11289.11 Notes Receivable 0 Equipt. Net Book Value $13000.00. Real Estate 40000.00 Furniture and Fixtures at Net Book Value 10000.00., TOTAL ASSETS $74,289.11 Equipment Debt Over One Yr. $ 5,256.00. Encumbrances on Real Estate $13,000.00 NET WORTH $54,125,61 TOTAL LIABILITIES AND CAPITAL $74,289.11 S /James.W. Ford Signed FOR ORIGINAL # CITY CLERK'S FILE COPY • Page 7 TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. Attached is my personal resume and a letter of recommendation from Santa Fe Railway. If further information is required, please ask. S /James W. Ford Signed ZXECUTED IN FOUR CO ERPARTS BOND NO. Ak76 -0731 PREMIUM 11MUDED IN PERFORMANCE BOND Page 8 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted June 28, 1 has awarded to JAMES W. FORD hereinafter designated as the "Principal ", a contract for LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO 1814 in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents on file in the office of the City Clerk of the City of Newport Beach; WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a bond with said contract, providing that if said Principal or any of his or its subcontractors, shall fail to pay for any materials, provisions, provender, or other supplies or teams used in, upon, for, or about the per- formance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth: NOW, THEREFORE, We 14011 as Principal, and FREMONT INDEMNITY COMPANY as Surety, are held firmly bound unto the City of Newport Beach, in the sum of FORTY —NINE THOUSAND NINE HUNDRED NINETY —TWO AND 40/100--- --------- - - - - --- ------------- - - - - -- -Dollars ($ 49,992.40 ), said sum being one -half of the estimated amount payable by the City of Newport Beach under the terms of the contract, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal or his subcontractors, fail to pay for any materials, provisions, provender, or other supplies or teams, used in, upon, for, or about the performance of the work contracted: to be done, or for any other work or labor thereon of any kind or for amounts due under the Unemployment Insurance Code with respect to such work or labor, that the Surety or Sureties will pay for the same, in an amount not exceeding the sum specified in the bond, and also, in case suit is brought upon the bond, a reasonable.attorney's fee, to be fixed by the Court as required by the Provisions of Section 4204 of the Government Code of the State of California. This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon • 0 Page 9 (Labor and Material Bond - Continued) this bond, as required by the Provisions of Section 4205 of the Government Code of the State of California. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 8th day of JULY , 19 76 Approved as to for it r e Aas.s JAMES W. FORD (Seal ) Name of Contractor Principal FREMONT INDEMNITY COMPANY (Seal) Name of Surety 1709 WEST 8TH ST. J1 p8 ITH ture ano iltie or Autno lzea Agent A. KINDLER, ATTO EY —IN —FACT SOUTH LA BREA AVENUE, L.A.90036 (213) 936 -7211 Telephone No. of Agent Z w J Q� U w 0 Q F E � d O T o> c .O O U � d r `c A .E L i A C 7 C A �• m H a P4 0 � x w a � w x �a 0 CO T C U I . . , i 'O q I c a _T A i L 3 A a z' C H E E � c 'v H C Q a f] C w 7 m r d CS c E m E C V V _ g � C 'O ip C C L C =.E v c 3,c V i L d 3 c � c c ypy� m Y V G C s N z C' Z F ca Y J V Q d � v t ` 3 .i Pia N BOND NO. B -76 -0731 EXECUtED IN FOUR COUNT ARTS PREMIU 499.93 Page 10 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That =tea— ­­N, WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted June 98, 1476 has awarded to JAMES W FORD hereinafter designated as the "Principal ", a contract for LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITIONO CONTRACT NO. 1814 in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents on file in the office of the City Clerk of the City of Newport Beach; WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We, JAMES W. FORD as Principal, and FREMONT INDEMNITY COMPANY as Surety, are held and firmly bound unto the City of Newport Beach, in the sum of FORTY -NINE THOUSAND- NINE - HUNDRED NINETY - TWO AND --- D011drs ($49.992.40 40/100----- - - - - - -- ------ - - - - -- - said sum being equal to 100% of the estimated amount of the contract, to be paid to the said City or its certain attorney, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, con- ditions, and agreements in the said contract and any alteration thereof made as therein provided on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Newport Beach, its officers and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice f" 0 0 Page 11 (Performance Bond - Continued) of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 8th day of JULY , 19 76 `,4 JAMES W. FORD (Seal) Name of Contractor (Principal) Authorized Signature and Title PRP.MQNT TNi)P.MNTTV rnmPnNV _ (Seal) Name of Surety 1709 WEST 8TH ST. LOS ANGELES, CA. 90017 Address ofl Surety , . iig a ure and Title of AuthorlD�.d Agent JU I H A. KINDLER, ATTORNEY -IN —FAC 12 OUTH LA BREA AVENUE s (213) 936 -7211 Telephone No. of Agent STATE OF CALIFORNIA County of LOS ANGELES }'" On this Bth day of JULY 19 76, before me MARRY K MORRIS , a :Votary Public, in and for the County and State aforesaid, residing therein duly commissioned and sworn, personally appeared JUDITH A. KINDLER known to me to be the Attorney -in -Fact of 1'romnnl Indemnity ('ompany the Corporation that executed the within instrument and also known to me to be the person who executed the within instrument on behalf of the Corporation therein named and acknowledged to me that mo- "TOoration executed the same. lam'":`•.' LOS I,,r.r L- SA-OUNTY ply Commission Expires April 161 1979 Notary Public in and for the State of California, County of LOS ANGELES SUR G50 Page 12 CONTRACT / _ THIS AGREEMENT, made and entered into this Al d —day o 1924" by and between the CITY OF NEWPORT BEACH, California, hereinafter des gnated as the City, party of the first part, and JAMES W. FORD , hereinafter designated as the Contractor, party of the second part. WITNESSETH- That the parties hereto do mutually agree as follows- 1. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for the construction of LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION, CONTRACT NO. 1814 and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the Plans and Specifications therefor; to furnish at his own proper cost and expense all tools, equipment, labor, and materials necessary therefor, (Except such materials, if any, as in the said Specifications are stipulated to be furnished by the City), and to do everything required by this Agreement and the said Plans and Specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Agreement, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecu- tion of the work until its acceptance by the City, and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said Specifications are expressly stipulated to be borne by the City; and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said Plans and Specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the Specifications, named in the bidding sheet of the Proposal, as the case may be. 3. The City hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the Specifications; and the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice to Bidders, Instructions to Bidders, Contractor's Proposal, and the Plans and Specifications, and all amendments thereof, when approved by the parties hereto, or when required by the City in accordance with the provisions of the Plans and Specifications, are hereby incorporated in and made part of this Agreement. 0 0 Page 13 5. Pursuant to the Labor Code of the State of California, the City Council has ascertained the general prevailing rates of per diem wages for each craft or type of workman needed to execute the contract and a schedule containing such information is included in the Notice Inviting Bids and is incorporated by reference herein. 6. The Contractor shall assume the defense of and indemnify and save harmless the City, the Director of Public Works, and their officers and employees, from all claims, loss, damage, injury, and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsi- bility for negligence; and from any and all claims, loss, damage, injury, and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence. IN WITNESS WHEREOF, the Parties hereto have caused this contract to be executed the day and year first above written. ATTEST: CITY By. Contractor By. 9 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX TO SPECIAL PROVISIONS FOR LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 Page I. DESCRIPTION OF WORK . . . . . . . . . . . . . . . . . . . . . . . 1 II. DEFINITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 III. PROPOSAL REQUIREMENTS AND CONDITIONS . . . . . . . . . . . . . . 2 IV. AWARD AND EXECUTION OF CONTRACT . . . . . . . . . . . . . . . . . 2 V. SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . . 2 VI. CONTROL OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . 3 VII. LEGAL RELATIONS AND RESPONSIBILITY . . . . . . . . . . . . . . . 3 VIII. PROSECUTION AND PROGRESS . . . . . . . . . . . . . . . . . . . . 5 IX. MEASUREMENT AND PAYMENT . . . . . . . . . . . . . . . . . . . . . 5 X. BEGINNING AND COMPLETION OF THE WORK . . . . . . . . . . . . . . 5 XI. TRAFFIC CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . 5 XII. EXISTING HIGHWAY FACILITIES . . . . . . . . . . . . . . . . . . . 6 XIII. BRIDGE REMOVAL (PORTION) . . . . . . . . . . . . . . . . . . . . 6 XIV. EARTHWORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 XV. CONCRETE STRUCTURES . . . . . . . . . . . . . . . . . . . . . . . 7 XVI. DRILL AND BOND DOWELS . . . . . . . . . . . . . . . . . . . . . . 7 XVII. DRILL AND BOND ANCHOR BOLTS . . . . . . . . . . . . . . . . . 8 XVIII. BONDING PORTLAND CEMENT MORTAR PATCHES . . . . . . . . . . . . . 8 i 0 0 INDEX Cont'd Page XIX. PORTLAND CEMENT MORTAR PATCHES . . . . . . . . . . . . . . . . . 9 XX. REINFORCEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . 9 XXI. STEEL STRUCTURES . . . . . . . . . . . . . ... . . . . . . . . . 10 XXII. LAMINATED GIRDERS AND DECK . . . . . . . . . . . . . . . . . . . 11 XXIII. PRESERVATIVE TREATMENT OF LAMINATED GIRDERS AND DECK . . . . . . 12 XXIV. NON -SKID SURFACING . . . . . . . . . . . . . . . . . . . . . . . 12 XXV. ALUMINUM BRIDGE RAILING . . . . . . . . . . . . . . . . . . . . . 13 XXVI. STREET LIGHT SYSTEM . . . . . . . . . . . . . . . . . . . . . . 13 ii II. 0 DESCRIPTION OF WORK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 • SP 1 of 13 The bridge over the West Lido Channel leading to Lido Island from Via Lido in Newport Beach is to be widened by the addition of a timber pedestrian walkway supported on timber girders and cantilevered steel members. The existing structure is a multi -span steel bridge consisting of concrete encased through plate girders and floor beams with reinforced concrete deck, all supported on reinforced concrete piers. The work consists of furnishing and placing all materials necessary to con- struct the pedestrian walkway and lighting system shown on the plans and described in the special provisions and specifications. The contract requires completion of all the work in accordance with these special provisions, the City's Standard Specifications (Part 1-- General Pro- visions), the plans (Drawing No. R- 5294 -S) and the State of California Department of Transportation ( CALTRANS) Standard Speci- fications dated January 1975 and the Standard Specifications for Welding Structural Steel dated January 1975, also issued by CALTRANS. The City's Standard Specifications are the Standard Specifications for Public Works Con- 1venutruction, 1973 Edition. Copies may a purchased from Building News, Inc., 5 ver and e, Los Angeles, CA 90034, telephone (213) 870 -9871. DEFINITIONS: The work to be done under this City of Newport Beach contract using portions of the CALTRANS Standard Specifications will require that some definitions in Section 1 of the CALTRANS Standard Specifications be modified. The following definitions will be used in addition or amendatory to those shown: "Agency" shall mean the City of Newport Beach. "Board" shall mean the City Council of the City of Newport Beach. "Contract" and "Contractor" shall be as defined in the City Standard Specifications. "Department" or "Department of Transportation" shall mean the Public Works Department of the City of Newport Beach when it relates to the administration and control of this contract. "Director" shall mean the Public Works Director of the City of Newport Beach. "Division of Highways " or "Division" shall mean Department of Public Works of the City of Newport Beach as it relates to the adminis- tration and control of the contract. III IV SP2of13 "Engineer" shall mean the City Engineer of the City of Newport Beach or his designated representative. "Engineer's Estimate" shall mean the list of estimated quantities of work to be performed as contained in the "Proposal ". "Laboratory" shall mean the appropriate testing facility designated by the Engineer. "Liquidated Damages" shall be as defined in Section 6 -9 of the City's Standard Specifications. "Plans -- (A) Standard Plans" shall be as defined in Section 1 -1.29 of the CALTRANS Standard Specifications. "Standard Specifications" or " CALTRANS Standard Specifications" shall mean the State of California Standard Specifications dated January 1975 issued by the Department of Transportation. "City's Standard Specifications" shall mean the Standard Specifications for Public Works Construction, 1973 edition, Part 1-- General Pro- visions. "State" shall mean City of Newport Beach as it pertains to the adminis- tration and control of this contract. Special Provisions: The standard prevailing wage rates described in the "Notice Inviting Bids" shall apply. PROPOSAL REOUIREMENTS AND CONDITIONS Section 2 of the Standard Specifications is superseded by the Notice Inviting Bids for this project and the appropriate sections of the City's Standard Specifications. AWARD AND EXECUTION OF CONTRACT Section 3 of the Standard Specifications is superseded by the following and the appropriate sections of the City's Standard Specifications. Award of Contract: The award of the contract, if it is awarded, will be to the lowest responsible bidder whose proposal complies with all requirements described. The award, if made, will be made within 30 days after the opening of the bids. All bids will be compared on the basis of the engineer's esti- mate of quantities of work to be done. Execution of Contract: The contract shall be and returned, together with the contract bonds ficate of Insurance form, within 10 days, not bidder has received notice that the contract h shall be considered binding upon the City unti by the City. signed by the successful bidder and the City's Standard Certi- including Sundays, after the as been awarded. No proposal 1 the execution of the contract The date of the contract shall be the date that the contract is executed by the City. V. SCOPE OF WORK Section 4 -1.03: "Changes" of the Standard Specifications is superseded by Section 3 in the City's Standard Specifications. V!I VII Section 4 -1.04: "Detours" of Standard All costs involved in the constructing, detours including those costs involved "Public Convenience" shall be included of work requiring the detour and shall Nolk,IIbill WITS will.", 6 SP 3 of 13 Specifications is amended as follows: operating, maintaining and removing with work described in Section 7 -1.08, in the contract prices for the items not be considered as extra work: Add to Section 5 -1.04 of the Standard Specifications the following: The City's Standard Specifications Part 1 -- General Provisions shall govern the Standard Specifications where conflicts occur. Section 5 -1.07 of the Standard Specifications is superseded by the following: Field surveys for control of construction shall be the responsibility of the contractor. All such surveys, including construction staking, shall be under the supervision of a California licensed surveyor or civil engineer. Staking shall be performed on all, items ordinarily requiring grade and alignment at intervals normally accepted by the agencies and trades involved. Payment for construction survey staking shall be considered as included in the various items of work, and no additional allowance will be made therefor. LEGAL RELATIONS AND RESPONSIBILITY Section 7- 1.01J- "Workman's Compensation "of the Standard Specifications is superseded by Section 7 -4 Workman's Compensation Insurance of The City's Standard Specifications. Section 7- 1.01L- "Water Pollution "of the Standard Specifications is supplemented and amended by the following: Concrete removal, debris from cleaning operations and debris from the construction operations shall noc be allowed to enter or be placed where they will later enter the waters of the bay. 2. If any of the construction operations produce dust or other flotsam, it shall be confined by floating booms, skimmed from the surface, and appropriately disposed of. 3. Full compensation for providing water pollution control work shall be considered as included in the prices paid for the various con- tract items of work and no additional compensation will be allowed therefor. Section 7-1.08-"Public Convenience" of the Standard Specifications: The appropriate portions of paragraphs in this section are superseded by the following: The cost of the following items shall not be considered extra work, and their costs shall be included in the prices bid for the various items of work: Paragraph 8 - Furnishing, installing and removing sign covers. 0 0 SP4of13 2. Paragraph 15 - Furnishing pilot car and driver and flagmen. 3. Paragraph 17 - Furnishing and installing signs, lights, flares, barricades, and other facilities as required by the engineer. 4. Paragraph 20 - The contractor shall furnish and erect within or adjacent to the limits of the contract, such warning, regulatory, and guide signs as may be required by the Engineer. City will not furnish any signs. In addition to the conditions described in Section 7 -1.08, the Lido Island Bridge crosses a navigable waterway. At any time the existing vertical or horizontal clearances are impaired or restricted, the contractor must sign the new clearances and adequately light the bridge at night to indicate to boaters the changed conditions. The existing navigation lights on both sides of the bridge must also be appropriately adjusted to reflect the revised clearances. Ten days prior to modification of clearances, the U.S. Coast Guard Office- - Aids to Navigation Branch must be notified of the proposed changes. The Orange County Harbor Patrol shall also be notified 2 days in advance of the changes. The navigation lights shall be maintained in working order during all night -time hours and hours of impaired visibility. Full compensation for conforming to these clearance and lighting requirements shall be considered as included in the prices paid for the various items of work, and no additional compensation will be allowed. D. Section 7- 1.09 - "Public Safety "of the Standard Specifications--para- graph 5: The contractor shall furnish all signs required by Section 7 -1.08 and 7 -1.09. E. Section 7- 1.092 - "Lane Closure "of the Standard Specifications- -para- graph 2 is superseded by the following: The taper length for each lane closure shall meet the requirements of the City Traffic Engineer. F. Section 7- 1.095 - "Flagging Cost" of the Standard Specifications: The first paragraph of this section shall be superseded by the following: The cost of furnishing all flagmen and guards under provisions.of Sections 7 -1.08 "Public Convenience ", and 7 -1.09 "Public Safety" shall be borne by the contractor. G. Section 7- 1.12 - "Responsibility for Damage" of the Standard Specifica- tions is amended and supplemented by the following: Section 7 -3 -- Liability Insurance shall apply with the following minimum limits: Comprehensive liability, combined single limit for bodily injury or property damage: Each occurrence: $ 500,000 Aggregate protective: $ 500,000 Aggregate products: $1,000,000 Aggregate contractual $ 500,000 SP 5 of 13 This policy shall include the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the named insured and the certificate holder named above. b. Owned, Hired and Ono -owned Automobiles. c. Contractors Protective Liability (When insured engages sub- contractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad From Property Damage. The insurance shall be provided on the standard form furnished by the City. The cost of complying with these provisions shall be absorbed in the contractor's bid. VIII. PROSECUTION AND PROGRESS Section 8- "Prosecution and Progress" of the Standard Specifications is super- seded by the appropriate portions of Sections 2, 5 and 6 of the City's Specifications. IX. MEASUREMENT AND PAYMENT A. Section 9- 1.015 - "Final Pay Quantities "of the Standard Specifications; substitute the word "Proposal" for "Engineer's Estimate" in this section. B. Section 9- 1.03 - "Force Account Payment "and its subsections of the Standard Specifications is superseded by Section 3 of the City's Standard Speci- fications. C. Sections 9- 1.06 - "Partial Payments ",9 - 1.07 -- Payment After Acceptance, 9- 1.08 -- Adjustment of Overhead Costs and their subsections are super- seded by Section 9 of the City's Standard Specifications. X. BEGINNING AND COMPLETION OF THE WORK Subject to the provisions in Section 6 -1 of the City's Standard Specifica- tions, the contractor shall not begin work on the actual bridge construction until September 7, 1976. The time period between award of contract and this date shall be used to order, obtain and fabricate the items necessary for the construction of this project. The contractor shall complete all work within 100 calendar days after the date the City executes the contract. XI. TRAFFIC CONTROL Prior to commencing work, the contractor shall submit and obtain approval of a plan for traffic control covering lane closures and other traffic control elements of the construction project. During the contractor's working hours, he shall maintain a minimum of one 10- foot -wide lane of traffic across the bridge controlled by one or all of the following: flagmen, temporary signals, and pilot car. Cl • SP6of13 During the hours when the contractor is not working, one lane for each direction of traffic shall be maintained. Closure of both lanes will be allowed for short periods (less than 5 minutes) to set structural steel, timber girders and deck. The bridge to Lido Island is the only means for vehicular access to the island. Approximately 2,200 people live on Lido Island. The contractor shall make every effort to minimize the inconvenience caused by this project. Emergency vehicles responding to calls, wishing to enter or leave the island shall be given priority and shall not be delayed by the contractor. Personal vehicles of the contractor's employees shall not be parked on the traveled way or shoulders at any time, including any section closed to public traffic. All costs involved in providing traffic control shall be considered as in- cluded in the price paid for the contract item of work requiring the control, and no additional compensation will be allowed therefor. XII. EXISTING HIGHWAY FACILITIES The work performed in connection with various existing highway facilities shall conform to the provisions in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. AIR BLOWN MORTAR REMOVAL -- Air blown mortar surfacing on existing girders shall be removed to the limits shown on the plans in accord- ance with the requirements in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. Before beginning removal of surfacing on girders, a saw cut approxi- mately 1/2 inch deep shall be made along an outline of the portions to be removed. Upon completion of the steel connection work, the area of surface removal shall be patched in accordance with the requirements in Sections, "Portland Cement Mortar Patches," and "Bonding Portland Cement Mortar Patches," of these special provisions. Full compensation for conforming to the requirements in this section shall be considered as included in the contract price paid per pound for structural steel (bridge) and no separate payment will be made therefor. XIII. BRIDGE REMOVAL (PORTION Removing portions of bridge shall conform to the requirements in Section 15, "Existing Highway Facilities ", of the Standard Specifications and these special provisions. The work to be done under this section shall consist of concrete removal to the limits shown on the plans. Concrete shall be removed to neat lines conforming to diminsions shown on the plans and the resulting concrete surfaces which remain exposed in the finished work shall be finished to the texture and color of the adjacent concrete. 0 . SP7of13 In addition to the requirements in said Section 15, a freely falling mass or a falling mass attached to a cable, rope or chain shall not be used above any area open to the public for boating. Such falling masses shall not be used within 30 feet horizontally of any area open to the public unless adequate protective shields are in place. Protective shields shall be of sufficient size and strength to prevent any debris or equipment from endangering the public. The shields shall be designed and proportioned as required by the size of demolition equipment and method of operations employed, but in no case shall such shields have a strength less than that provided by good, sound 2 -inch thick Douglas fir planking supported on posts at 5 -foot centers. Explosives shall not be used for bridge removal. Bridge removal (portion) will be paid for on the basis of a contract lump SUM. Full compensation for conforming to the requirements in this section shall be considered as included in the contract lump sum price paid for bridge removal (portion) and no additional compensation will be allowed therefor. XIV. EARTHWORK Full compensation for structure excavation and structure backfill shall be considered as included in the contract price paid per cubic yard for structural concrete, bridge and no separate payment will be made therefor. XV. CONCRETE STRUCTURES Portland cement concrete structures shall conform to the provisions in Section 51, "Concrete Structures," of the Standard Specifications and these special provisions. Measurement and payment for concrete in structures shall conform to the pro- visions in Sections 51 -1.22, "Measurement," and 51 -1.23, "Payment." of the Standard Specifications and these special provisions. All concrete involved in concrete structures, except concrete in components for which compensation is provided for under other contract items, will be paid for at the contract prices per cubic yard for the type of concrete shown in the Proposal. If concrete involved in bridges is not otherwise designated by type or class, such concrete will be paid for at the contract price per cubic yard for structural concrete, bridge. XVI. DRILL AND BOND DOWELS Drilling and bonding dowels shall conform to the details shown on the plans and the requirements in these special provisions. Reinforcing steel dowels shall conform to the provisions in "Reinforcement" of these special provisions. Where dowels are to be bonded in holes drilled into existing concrete, the holes shall be drilled by methods that will not shatter or damage the concrete adjacent to the holes. SP 8 of 13 The drilled holes shall be clean and dry at the time of placing the bonding material and the steel dowels. The bonding material and the steel dowel shall completely fill the drilled hole. The bonding material shall be an epoxy adhesive conforming to the requirements in Sections 95 -1, "General," and 95 -2.03, "Epoxy Resin Adhesive for Bonding New Concrete to Old Concrete," of the Standard Specifications. After bonding, dowels shall remain undisturbed until the expoxy adhesive has reached a strength sufficient to support the dowel. Dowels that are improperly bonded, as determined by the engineer, shall be removed. The holes shall be cleaned or new holes drilled and the dowels replaced and securely bonded to the concrete. Redrilling and replacing improperly bonded dowels shall be performed at the contractor's expense. Dowels to be bonded into drilled holes will be paid for as bar reinforcing steel (bridge). Drilling and bonding dowels will be measured and paid for by the linear foot determined by the number and the required depths of holes as shown on the plans, or as ordered by the engineer. The contract price paid per linear foot for drill and bond dowel shall include full compensation for furnishing all labor, materials (except reinforcing steel dowels), tools, equipment and incidentals, and for doing all work in- volved in drilling the holes and bonding the dowels, complete in place, as shown on the plans, as specified in these special provisions and as directed by the engineer. XVII. DRILL AND BOND ANCHOR BOLTS Drilling and bonding anchor bolts shall conform to the details shown on the plans and the requirements of, "Drill and Bond Dowels," of these special provisions. Anchor bolts shall conform to the requirements of ASTM designation: A449. Anchor bolts to be bonded in drilled holes will be paid for as structural steel (bridge). Drilling and bonding anchor bolts will be measured and paid for as drill and bond dowels. XVIII. BONDING PORTLAND CEMENT MORTAR PATCHES A bond coat of epoxy adhesive shall be applied to the surfaces of concrete existing structural steel and reinforcing steel to be covered with portland cement mortar patches. This work shall not begin until all unsound concrete within the limits of the patch has been removed and the contact surfaces have been cleaned. The epoxy adhesive shall be applied immediately prior to placing portland cement mortar. The area to be covered shall be surface dry and the ambient temperature shall be 500 F., or above, when the adhesive is applied. The epoxy adhesive shall be furnished and applied in accordance with the provisions in Sections 95 -1, "General." and 95 -2.03, "Epoxy Resin Adhesive for Bonding New Concrete to Old Concrete," of the Standard Specifications. 0 . SP 9 of 13 Whenever the ambient temperature is below 650 F., Type II epoxy shall be used. The exact rate of applying epoxy adhesive shall be as ordered by the engineer. The adhesive shall be spread by brush, roller or spray methods so as to cover all contact surfaces. Full compensation for conforming to the requirements in this section shall be considered as included in the contract price paid per pound for structural steel (bridge) and no separate payment will be made therefor. XIX. PORTLAND CEMENT MORTAR PATCHES This work shall consist of cleaning the contact surfaces and furnishing, placing, finishing and curing of portland cement mortar patches in concrete structures. Mortar patches shall conform to the requirements of these special provisions. Cleaning the contact surfaces shall be accomplished by abrasive blast cleaning the concrete and any exposed reinforcing steel or existing structural steel as necessary to remove all rust, paint, grease, asphalt or other foreign material. Immediately prior to applying the epoxy adhesive as required in "Bonding Portland Cement Mortar Patches," such surfaces shall be re- cleaned by pressure jetting, or by other approved means, as necessary to remove any debris which has accumulated during or after abrasive blast cleaning. Prior to placing a mortar patch, all work specified under "Bonding Portland Cement Mortar Patches" of these special provisions shall have been completed within the area of. the patch. Portland cement mortar used in patches shall conform to the provisions in Section 51 -1.135 "Mortar" of the Standard Specifications and the following: Mortar shall be deposited on the epoxy bond coat before the epoxy adhesive begins to set and in conformance with the time limit specified for the type of epoxy used. Mortar shall be thoroughly consolidated and then shall be struck off to the adjacent surface and given a wood float finish. Mortar patches shall be cured by the non pigmented curing compound method, chlor- inated rubber type. Damage to the film of compound before the expiration of 3 days after the mortar is placed shall be repaired immediately with additional compound. Full compensation for conforming to the requirements in this section shall be considered as included in the contract price paid per pound for structural steel (bridge) and no separate payment will be made therefor. Reinforcement shall conform to the provisions in Section 52, "Reinforcement," of the Standard Specifications. MEASUREMENT AND PAYMENT - -Bar reinforcing steel involved in the bridge work, as listed under "Description of Work" of these special provisions, except bar reinforcing steel involved in components of the bridge work that are identified on the plans or in these special provisions and for which payment is made under separate contract items, will be paid for at the contract price per pound for bar reinforcing steel (bridge). . • SP 10 of 13 XXI. STEEL STRUCTURES Construction of steel structures shall conform to the provisions in Section 55, "Steel Structures," of the Standard Specifications and these special provisions. General All steel used in the structure shall be galvanized to conform with the pro- visions in Section 75 -1.05 "Galvanizing." This includes but is not limited to beams, stud connectors, brackets, plates, angles, bolts, etc. Welding shall be done by the manual shielded metal -arc process. Low hydrogen electrodes conforming to the requirements of AWS A5.1 -69 for E7016 or E7018 electrodes shall be used. Electrodes shall be dried and stored as required by AWS D2.0 -69. Welding shall not be performed in inclement or wet weather unless satisfactory protection is provided. The maximum size fillet weld which may be made in a single pass shall not exceed: 3/8 inch in the flat position 5/16 inch in horizontal or overhead position 1/2 inch in the vertical position For welding in the vertical position, the progression of all passes shall be upward. Welding operators must be prequalified by satisfactorily completing a field qualification test weld before performing welding operation on the project. Qualification test welds shall be made by the operator in the presence of the engineer, using materials similar to those to be welded on the project in the same position and conditions of welding as will be encountered in the work. The field qualification test shall consist of evaluation by the engineer of a 6 -inch long fillet weld made between 2 plates placed at 90 degrees to one another. Evaluation will be made by applying a force or striking the plates so as to place the root of the weld in tension until the weld breaks or yields and then visually inspecting the weld. The specimen shall pass the test if it bends flat upon itself. If the weld breaks or yields the qualifi- cation test shall be unacceptable if the inspection discloses any of the following: a. Lack of penetration into the root of the joint. b. Incomplete fusion to the base metal c. Overlap cracks or excessive undercut. d. Individual inclusions or porosity larger than 3/32" in greatest dimension or the sum of all inclusions and porosity of more than 3/8" in the 6 -inch long specimen. All structural steel involved in the bridge work, except steel described as separate items and for which payment is provided elsewhere herein, will be paid for at the contract price per pound for structural steel. This price shall include galvanizing. SP 11 of 13 Hardware included inte measurement and payment for s uctural steel (bridge) consists of stud connectors, all brackets, plates and bolts connecting steel to steel, steel to timber and timber to concrete. XXII. LAMINATED GIRDERS AND DECK Glued laminated timber indentified on the plans as Glulam girder and Glulam deck shall conform to the details shown on the plans, the provisions in Section 57, "Timber Structures," and the Standard Specifications and these special provisions. Materials, Manufacture and Quality Control for laminated members shall meet the structural requirements and laminating specifications of voluntary Product Standard PS56 -73, "Structural Glued Laminated Timber," of the American Institute of Timber Construction and shall be of such stress grade to provide glued laminated members with allowable stress values of 2400 psi in bending, 1600 psi in tension, 1500 psi in compression parallel to grain for a dry condition of service. Adhesives shall meet the requirements for a wet condition of service. Appearance of girders shall be Architectural Grade. A coat of end sealer shall be applied to the ends of all members as soon as practicable after end trimming. Surfaces of members shall be sealed with penetrating sealer. Girders shall be individually wrapped. Members shall be marked with Quality Marks and, in addition, a Certificate of Conformance shall be provided to indicate conformance with PS56 -73. Attention is directed to Section 5 -1.02, "Plans and Working Drawings," of the Standard Specifications. Initially, three sets of working drawings shall be submitted to the engineer for review. After review, six additional sets of drawings shall be submitted for final approval and for use during construction. Laminated girders shall be erected using padded or non - marring slings and corners shall be protected with wood blocking. All holes and countersinks shall be thoroughly swabbed with two applications of the same preservative used in treatment of the members. Any falsework used for the erection of the girder spans shall conform to the provisions in Section 56 -1.06, "Falsework," of the Standard Specifications. Glued laminated girders and glued laminated deck will be measured and paid for by the thousand board foot measure from dimensions shown on the plans. The contract prices paid for glued lamined girder and for glued laminated deck shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the completion of the timber portions of the structure, including hardware and preservatives, complete in place, as shown on the plans, and as specified in the Standard Specifications and these special provisions, and as directed by the engineer. Hardware included in the payment for glued laminated girder and glued laminated deck consists of lagbolts, steel dowels and flashing. SP 12 of 13 XXIII. PRESERVATIVE TREATMENT OF LAMINATED GIRDERS AND DECK All laminated girders and deck shall be pressure - processed in accordance with Section 58 of the Standard Specifications, these special provisions and the standards of the American Wood Perservers' Association and the supplier. The girders and deck shall be treated after laminating. The preservative used shall be pentachlorophenol meeting the requirements of Section 1 of AWPA Standard P -8, "Standards for Oil -Borne Preservatives ". The solvent carrier shall meet the requirements of Section 2 of AWPA Standard P -9 "Standard for Hydrocarbon Solvents for Oil Borne Preservatives." The pressure treatment shall be conducted in accordance with AWPA Standard C -2 (Lumber, Timber, etc.), C -28 (Lumber Treated after Laminating). Penetration of pentachlorophenol shall be determined using the penta check method, Section 5, AWPA Standard A -3. Minimum retention of pentachlorophenol shall be 0.6p.c.f. by assay. When sawing or drilling is necessary after plant treatment, the cut surfaces shall be thoroughly brushed with two coats of the same kind of preservative in conformance with AWPA Specification M -4. The maximum protection requirement specified therein shall be met in all instances. Full compensation for treatment of laminated girders and deck as specified in these special provisions and in the Standard Specifications, and as directed by the engineer shall be considered as included in the contract prices paid for furnishing "Glued Laminated Girder" and "Glued Laminated Deck" and no separate payment will be made for the treatment. XXIV. NON -SKID SURFACING Non -skid surfacing shall consist of an epoxy paint providing the bonding agent for grit particles sprinkled onto the wet paint surface. Paint shall be a 2 component epoxy paint of first grade commercial quality for exterior use. The epoxy paint shall be a gray color closely matching Federal Standard Color No. 36492. The paint shall be applied in 2 coats having a total dry film thickness of not less than 4 mil. Grit particles shall conform to the requirements in Section 51 -1.20, "Sidewalks, Curbs and Stairways on Bridges," and shall be applied uniformly to each coat of epoxy paint in a quantity sufficient to result in no wet or bare spots as determined by the engineer. Non -skid surfacing shall cover all but the outside 6 inches of the timber decking for the full length of said decking. Quantity of non -skid surfacing to be paid for will be the top surface of the timber decking measured by the square foot. The contract price paid per square foot for non -skid surfacing shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in applying non -skid surfacing as specified in this section, and as directed by the engineer. SP 13 of 13 XXV. ALUMINUM BRIDGE RAILING Baluster railing and pipe railing shall conform to the provisions in Section 83 -1, "Railings," of the Standard Specifications and these special provisions. All railing components except bolts shall be fabricated from aluminum 6063 -T6 Alloy conforming to ASTM B221. Railing bolts shall be high strength steel conforming to ASTM Designation A 325 and shall be galvanized. Aluminum railing shall have an anodic coating of either Duranodic or Hard -Coat No. 100 or equal with dark bronze finish. Full compensation for conforming to the requirements specified herein shall be considered as included in the price paid per linear foot for the types of railings shown on the plans and no additional compensation will be allowed therefor. XXVI. STREET LIGHT SYSTEM Electrical work and materials shall conform to Section 86 of the Standard Specifications and the appropriate Standard City Drawings, Nos. 200 -L, 201 -L, 202 -L, 203 -L, and 204 -L. Work to be provided under the lump sum bid item for "Street Light System" shall include all work and materials necessary to provide the multiple (parallel) street light system shown on the plans. It shall also include all costs necess- ary to provide continuous service for the navigational lighting system and to change this system from series to multiple (parallel). Ls n r-I Ah m r» zo- )z--1 z - ii m � z -z'I �f vr— C.7 cn i �az—�1oo m Fi j g I r0. 6� I F5 W -7 D Y no � 4 '1 n LA -i ¢ � z i rN 3 th, La r n m c A a Ep LP i1 Y O 25 O p 8 ° O g - i z y. { — — — N O ' N A z 4 L L a on I Z a °Z a o ° .P w F °I II V jCq9 Si O� I i l I I 0) O $ d p O zi i I — vlZ Q�i ip vy 0 ^I i 7W d3 s. vi � roil m r» zo- )z--1 z - ii m � z -z'I �f vr— C.7 cn i �az—�1oo m Fi j g I r0. I� CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CITY CONTRACT NO. 1814 CONTRACT DOCUMENTS FOR LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION Approved by the,City Council this 24th day of Ma ' 1976 c Doris George, City Cle, SUBMITTED BY: James W. Ford Contractor P.O. Box 5911 Address San Bernardino 92412 City Zip 714 -886 -1508 Phone ✓- Total Bi Pry • Page 1 CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 2:00 P.M. on the 17th day of June , 1976 , at which time they will be opened and read, for performing work as follows: LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 Bids must be submitted on the proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the proposal form is to be retained by the bidder for his records. Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The contract documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signature and titles of the persons signing on behalf of the bidder. For corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required an the Cor orate Seal shall be affixed to all documents requiring signatures. In the case of a artnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. One set of plans and contract documents, including special provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. It is requested that the plans and contract documents be returned within 2 weeks after the bid opening. (cant.) 0 0 Page la The City has adopted the Standard Specifications for Public Works Construction (1973 Edition) as prepares y6 , 0% rn Caiifornia C pters —Fi tT_e_Werican Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $5.00 per set. A standard "Certificate of Insurance for Contract Work for City" form has been adopted by the City. This form is the only certificate of insurance acceptable to the City. The successful low bidder will be required to complete this form upon award of the contract. For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds, and Faithful Performance Bonds must be an insurance company or surety company licensed by the State of California. The companies must also have a current General Policy Holders Rating of A or better; and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating Guide (Property - Liability). In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolu- tion No. 8701 adopted February 9, 1976. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). The contractor shall be responsible for com- pliance with Section 1777.5 of the California Labor Code for all apprenticeable occupations. The contractor shall post a copy of the prevailing wage rates at the job site. Copies may be obtained from the Public Works Department. The City reserves the right to reject any or all bids and to waive any informality in such bids. Revised 3 -22 -76 • Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including Saturday, Sunday and federal Holidays, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in accordance with the Statutes of the State of California providing for the registration of Contractors, License No. 317959 Classification "A" Accompanying this proposal is a bid bond (Cash, Certified Check, Cashier s Check or Bon in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self- insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 714 -886 -1508 Phone Nu er June 17, 1976 Date James W. Ford Bidder's Name individual Type of Organization (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: Page 3 DESIGNATION OF SUBCONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the subcontractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these subcontractors except upon the prior approval of the Engineer. Item of Work Subcontractor Address 1.Aaluster RgIl Craneveyor Corp. 1524 Potrero, E1 Monte 2•Pipe Rail Craneveyor Corp. 1524 Potrero, E1 Monte 3-Nelson studs Eckles Stud Welding 301 Orcbid Ave.,Corona Del Mar 4. 5. 6. 7. 8. 9. 10. 11. 12. James W. Ford Bidders Name , / individual Type of Organization (Individual, Co- partnership or Corp.) P.O. Box 5911 San Bernardino, Calif 92412 Address ell BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, JAMES W. FORD and FREMONT INDEMITY COMPANY Page 4 BOND N0. B,R76 -0676 PREM: INCC.i IN BBSU as Principal, as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum ofTEN PERCENT (lo %) OF THE AMOUNT BID IN - - - -Dollars ($ ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of LIDO ISLAND BRIDGE, PEDESTRIAN WALKWAY ADDITION, CONTRACT NO. 1B14 in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 16th day of JUNE , 19 76 Corporate Seal (If Corporation) 4 (Attach acknowledgement of Attorney -in -Fact) I i ^ JAMES W. FORD TY Title / ATTORNEY -IN -FACT, '7U A. KINDLERti,: A. STATE OF CALIFORNIA County of LOS ANGELES On MARSHA K. MORRIS day of _ _JUNE .. IIIL, before me a rotary public. in and for the County and State aforesaid, re,iding therein duly commissioned and sworn, personally appeared JUDITH A. KINDLER aat-Ic IAL SEAL MARSHA K. MORRIS 1110C C, NIp = -. lUC nM.:F LFS rtJ Llm r - My Ccmmission Expires April lo, 1979 SUR G50 known to me to be the AttorneN in -Fact ofl rl•mlmt Indvmiit� Compam -the Corporation that executed the within instrument and also known to me to he the person who executed the within instrument n behalf of the Corporation therein named and acknowledged to mr that sueloration executed the same. Notary Public in and for the Male of California, County of LOS ANGELES._ o FRESONT INDEMNITY APANY HOME OFFICE — LOS ANGELES, CALIFORNIA POWER OF ATTORNEY KNOW' ALL MEN lit' THESF, PRESENTS: Thal, FREMONT INDEMNITY COMPANY, by HARRY W. DEGNER its VICE President, in pursuance of authority granted by Resolution of its Board of Directors at a meeting called and held on the I8th day of February, 1972, which said Resolution has not been amended or rescinded and of which the following is a true, full and complete copy: "RESOLVED: That the President or any Vice- President may from time to time appoint Attorneys -in -Fact to repro. >enl and act for and on behalf of the Company, and either the President or any Vice-President, the Board of Directors or Executive Committee may at any time remove such Attorneys -in -Fact and revoke the Power of Attorney given him or her; and Ire it further "RESOLVED: That the Attorneys -in -Fact may be given full power to execute for and in the name of and on behalf of the Company any and all bonds and undertakings as the, business of the Company may require, and any such bonds or under- takings executed by any such .Attorney- imFact shall be as binding upon the Company as if signed by the President and sealed and attested by the Secretary." does hereby nominate, constitute and appoint JUDITH A. KINDLER its true and lawful Attorney -in -Fact, to make, exec ute, seal and deliver for and on its behalf, as surety, and as its act and deed: ANY AND ALL BONDS AND UNDERTAKINGS IN WITNESS WHEREOF the said VICE President has hereunto subscribed his name and affixed the corporate seal of the said . FREMONT INDEMNITY COMPANY, this 16th day of June .A.D., 19 75 STATE OF CALIFORNIA COUNTY OF LOS ANGELES INDEMNITY COMPANY By VACE / /President HARRY W. E On this 16th day of June A.D., 197 , before the subscriber, a Notary Public of the State of California, in and for the County of I.e., Angeles, duly commissioned and qualified, came the above named VICE President, of FREMONT INDEMNITY COMPANY , to me personally known to he the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, de oseth and Faith, that he is the said officer of the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the Said Corporation, and that the said Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my Official Seal, at the City of Los Angeles, the day and year first above written. •oe •e••eae•e•o••e•ao••e ee����♦ OFFICIAL SEAL 7�,}( NANCY L. OKAMOTO 0 • �4�p�:`; a: NOTARY PUBLIC CALIFORNIA ♦ (SEAL) ` t RI >ICInAL OFFICE IN �1.. LOS ANGELES COUNTY :'n[nry Public My Ccmmissien Expires May 21, 1978 0 1, the undersigned, AS SZt N 1 Secretary of FREM NT INDEMNITY COMPANY, do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a full, true and correct ropy, is in full force and effect. IN WITNESS WHEREOF, I have hereunto sohsc.ribed my name. as ASSISTANT Secretary, and affixed the Corporate Seal of the Corporation, this 16th day of JUNE 19 76 .q ssistont e`re to ___ ERT T. TAGAMI PCS -63 (5/72) L7 NON - COLLUSION AFFIDAVIT 11 Page 5 The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths say, that neither they nor any of them, have in any way, directly or indirectly, entered into any arrangement or agree- ment with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agree- ment with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or materialman which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository; that no inducement or any form or character other than that which appears upon the face of the bid will be suggested, offered, paid, or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomsoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me this lln day of 19-)(,7 . My commission expires: nm�mmmimi�liinmm faamnourn:mm'mOFFICIAL SEA L'nn�innun r '" PAT COCKREN =_ f m ° NOTARY PUBLIC . CALIFORNIA'- _ �. PRINCIPAL OFFICE IN — 'T � LOS ANGELES COV %:TY My Commission Expires January 27, 1977 0 0 Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY Tne undersigned submits herewith a statement of his financial responsibility or agrees to submit a statement within 24 hours after the bid opening if he is the apparent low bidder. Financial Statement as of June 17, 1976 James W. Ford P.O. Box 5911, San Bernardino, Calif. Cash 4287.00 Accounts Payable 155.50 Accounts Receivable x4360.00 Equipt. payments due in 1 yr. 41752.00 Completed Contracts Accrued Payroll & Expense 8 Life Insurance Cash Value$1660.00 Owing Subcontractors 9 Checking Accounts Personal 01345.00 TOTAL CURRENT LIABILITIES 41907.50 Payroll 1463.50 General 1173.61 Repurchase Agreement 45,000.00 Treasury Notes TOTAL CURRENT ASSETS 011,289.11 Notes Receivable 9 Equiptment net book value 413,000.OEquiptment debt over one year,. 45,256.00 Real Estate 440,000.OEncumbrances on Real Estate 013,000.00 Furniture and Fixtures at 410,000.00 net book value NET WORTH 054,125.61 TOTAL ASSETS 074,289.11 TOTAL LIABILITIES AND CAPITAL 474,289.11 r Signed 0 • Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY Tne undersigned submits herewith a statement of his financial responsibility or agrees to submit a statement within 24 hours after the bid opening if he is the apparent low bidder. Signed Page 7 TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. Attached is my personel resume and a letter of recomendation from Santa Fe Rail Way. If futher information is required please ask. igne r t JAMES W. FORD Construction Superintendent 5595 Stoddard Ave. Sari Bernardino, t. Dec. 31, 1936 Calif. 92407 &tarried, 4 children 71A 883 -2453 home 684 -5360 work 19'x0 to Present Construction Superintendent, Yeager Constructors, Riverside, Calif. Most recent project completed.: Santa Fe Freight Classification Yard, Barstow, Calif. A reference commending Mr. Ford's conduct of this $2.3 million time and materials contract, including supervision of- P_ workforce of 100 representing all crafts, is attached. His spe- cialty is mechanical and structural work. Previous project was the Redlands Wastewater Treatment Plant, a $4,2 million job originally a two -stage biological treatment plant, up graded to tertiary treatment facility during Mr. Ford's two -year con- struction supervision. Supervision of the project was somewhat unique in that Mr. Ford performed direct supervision of all crafts except electrical. Other assignments for Yeager Constructors have included inc3tallation management and scheduling on above plus a two story reinforced con - crete building. and basement housing electronic switchgear for the cr:ncr, Pacific Telephone and Telegraph. In this project, he ,uper- vised 30 -45 men of all crafts executing the quake resistant moisture and dust -free structure, designed for heavy loading. A prior assi,-,n- ment was as Structure Superintendent for the William 0. Toteman Re- servoir, Upland, Calif.; 5 bridges, Victorville- Barstow Interstate Route 15 (Caltrans freeway system); Mojave Dam Spillway for U.S. Corps of Engineers (including design and construction of a replica of the CofE logo, the tower, constructed as a permanent structure at the entrance to the project, from scrap materials.) Prior to 1,070 Riverside County Flood Control District, Resident Engineer, at two different times, performing work on flood control projects totaling three years; 18 months with Fontana Steel, Inc., as Superi.n-endent of various flood control projects including channels, bridges, and roads; over 6 years with State of California Division of Highways, District 8, (Caltrans) interspersed with schooling. Following four years Ford completed three degree in mechanical vino Valley Collage, logg Unit). volunteer duty in years of the four er- ineering. His and California S t; the U.S. I+tarine Corps, Mr. year course Leading to a work was taken at Sn Berm_ ite Polytechnic College (Kei- t Informatort this box to be filled in by examinee. PRINT or TYPE Examinee ...... .._J mes_W._Ford .... -. .. .. ................ Name of person to be examined Applicant.. - .....Jacles_W. Ford .... ... ........._- .............. Same at on application Classification ... .....E. ..... . .................... ...... _.. .... Name and tymb.l of clas,ificatrno for which application i. made CERTIFICATE M SUPPORT OF EXAMINEE'S EXPERIENCE OUALIFICATIONS tTo be attaebrd to application for license, ntppleinerrml classification, change of primary classification, or replacement of rrcronsihlr nrana,e %a rnrplo)ee or offerr.) The person certifying to his knowledge of the experience of the examinee above named shall complete the fnrn below. Read the reverse side before proceeding. Hubert Hall _ -- _. - - -_. certify that I have personally kntrct it Namt ei eerrfier (Frim) ................... 3ames -W,- Ford ------------------------------------ - - free... -N3ys �-9T5. ....ta Feb.. -- -- 1976 Name of examine: Month Year Month Year that I know of my own direct knowledge that said examinee was employed as follows: [Tell in your own words what you know of txaminee's experience. Give the name of his employer and dates of employment. Describe th type of work he performed and his position as apprentice, helper, journeyman, foreman, supetvising employee, or contractor. Describe the kind of buildings, structures or projects worked upon. Give any other details that might aid in evaluating his experience.] Mr. J. W. Ford has been omoloyed. by Yeager Construction Company as lone az-�ave_knd him. He is supervisor of several gangs of various crafts. Mr. Ford has handled a very sionifi cant portion of a 50 mil on dollar project of which -I a. project supervisor. In this capacity) he has orgaraized.work assignments, purchased material and coordinated work among various crafts Working from plans iltrnished by my office, he has constructed buildings, placed footings and anchor bolts for sanding towers, structural columns, inspection pits, cable rALIler systems, ove head cranes, etc. He personally handled two extremely complex jobs involving concrete pits of unique configuration invoixring thousands of yards of concrete. 0ther assignments have included demolition of buildings, construction of bridge piers, large concrete drain / ;o ntructnron O, caves ion ana OaElc!111, sc ing j2' Its nig a o iTi , l,o os an naninnrnnracollcnoouo jobs. i {o has handled every assigrunent without a ripple. In lay 30 years experience, he is one of the bra how was __ „..•.. bj.- persoraai- observation -_ and -,evaluation -of._ the... resula,_. of..h .s. w. Gait. ...................... . ... .. ....................._._......°--°------ .............-- ° °...._....••.... ........... .......... ........ ... .............. t.................. ............................... On this .. -.24 day of Janus , l9._7 t A3rr't = "r *California, I crriify under pzxalt ... - - - --; .._. -.. -- _ .... ................ ......... .., a ................... .. ... of perjury that the foregoing is trite and correct. 1� . .._..yam ...................... .... .. .... ......... Sisnatvre of Certifier .lscoject manaaer to contractorsS em-pIgee Bwinest re%tionship to examines: Employer, fellow rmpleyet, ets. 251 7s^ c;' ie,.. Barstotq,--Ca]v.ortux........`3 ?.311 (Srr•xt ) Address of Certifier (State) (City) Wl1V,N VIM) VrWTi9 AN ArNAr ATUIN MM t-FnYtrlf.hT? nFtYtMrC Tllr. rnt)Vi4'ty i I i r / ! i ' r i . li.'�N {�'1 �. ,u r.. !fir •: 1; I r i t CITY uF REDLANDS REDLANDS CALIFORNIA TWO STAGE BIOLOGICAL TREATMENT UNDER CONSTRUCTION FOR NITROGEN CONVERSION* COST. $4,200,000 6 MGD AVERAGE FLOW 12 MGD PEAK FLOW * A THIRD BIOLOGICAL STAGE MAY BE ADDED IN THE FUTURE TO PROVIDE COMPLETE NITROGEN REMOVAL BY THE NITRIFICATION- DENITRIFICATION PROCESS • CITY OF NEWPORT BEACH PR 1 of 3 • PUBLIC WORKS DEPARTMENT LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92663 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby pro- poses to furnish all materials and do all the work required to complete Contract No. 1814 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for the work, complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1. Lump Sum 2. 16 (F) Cubic Yds. 24 Linear Feet 4. 1,100 (S -F) Lbs. Bridge/ removal (Portion) f/1 @i.�l 2.'�o«ral�7rh LjDo I�Ya as and $ Q c� 7 � $ y 3 are Cents Lump Sum Structural Concrete, Bridge @ Dollars and Cents $ $ Per Cubic Yard Drill and Bond Dowel @ Dollars and rrt; c^� c7 Cents $ Per Linear Foot Bar Reinforcing Steel (Bridge) @ Dollars and t C _Cents $ — $ ZB�, Per Poun PR2of3 • I TEM —TU-ANMTY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5. 4,600 Structural Steel (Bridge) (Galvanized) (S -F) Lbs. JJ @ Dollars and Cents iv c9L� Per Pound 6. 3.60 Glued Laminated Girder (Treated) MFBM and Cents Per MFBM 7. 4.0 Glued Laminated Deck (Treated) MFBM / let Dollars and ti Cents $ Per MFB / B. 247 Baluster Rail, Linear Ft. Dollars @.leer and f� t Cents ?7 $ /9 - Per Linear t 9. 187 Pipe Rail Linear Ft.�•�------ @ Dollars and Cents $_1 Per Linear c 10. 1,100 Non -skid Surfacing Square Ft. @ Dollars > and Cents $�� $— Per Squa F e 11. Lump Sum Street Light Systteq Dollars and y Cents $ Lump Sum i • PR3of3 TOTAL PRICE FOR ITEMS 1 THROUGH 11 WRITTEN IN WORDS: `1i �,�tyr �r «cyr�c�nr 1�a�I1�ia� Dollars and s Cent June 17, 197E Date CONTRACTOR'S LICENSE NO. 317959 _,!- tttvHUNL NUMBLK 714- bbt -150'b James W. Ford Bidder's Name CONTRACTOR'S ADDRESS P.O. Eox 5911, San hernardino. Calif. 92412 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX TO SPECIAL PROVISIONS FOR LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 Page I. DESCRIPTION OF WORK . . . . . . . . . . . . . . . . . . . . . . . 1 II. DEFINITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 III. PROPOSAL REQUIREMENTS AND CONDITIONS . . . . . . . . . . . . . . 2 IV. AWARD AND EXECUTION OF CONTRACT . . . . . . . . . . . . . . . . . 2 V. SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . . 2 VI. CONTROL OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . 3 VII. LEGAL RELATIONS AND RESPONSIBILITY . . . . . . . . . . . . . . . 3 VIII. PROSECUTION AND PROGRESS . . . . . . . . . . . . . . . . . . . . 5 IX. MEASUREMENT AND PAYMENT . . . . . . . . . . . . . . . . . . . . . 5 X. BEGINNING AND COMPLETION OF THE WORK . . . . . . . . . . . . . . 5 XI. TRAFFIC CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . 5 XII. EXISTING HIGHWAY FACILITIES . . . . . . . . . . . . . . . . . . . 6 XIII. BRIDGE REMOVAL (PORTION) . . . . . . . . . . . . . . . . . . . . 6 XIV. EARTHWORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 XV. CONCRETE STRUCTURES. . . . . . . . . . . . . . . . . . . . . . 7 XVI. DRILL AND BOND DOWELS . . . . . . . . . . . . . . . . . . . . . . 7 XVII. DRILL AND BOND ANCHOR BOLTS . . . . . . . . . . . . . . . . . . . 8 XVIII. BONDING PORTLAND CEMENT MORTAR PATCHES . . . . . . . . . . . . 8 i INDEX Cont'd Page XIX. PORTLAND CEMENT MORTAR PATCHES . . . . . . . . . . . . . . . . . 9 XX. REINFORCEMENT . . . . . . . . . . . . . . . . . . . . . . . . . 9 XXI. STEEL STRUCTURES . . . . . . . . . . . . . . . . . . . . . . . . 10 XXII. LAMINATED GIRDERS AND DECK . . . . . . . . . . . . . . . . . . . 11 XXIII. PRESERVATIVE TREATMENT OF LAMINATED GIRDERS AND DECK . . . . . . 12 XXIV. NON -SKID SURFACING . . . . . . . . . . . . . . . . . . . . . . . 12 XXV. ALUMINUM BRIDGE RAILING . . . . . . . . . . . . . . . . . . . . . 13 XXVI. STREET LIGHT SYSTEM . . . . . . . . . . . . . . . . . . . . . . 13 ii II CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION CONTRACT NO. 1814 DESCRIPTION OF WORK SP 1 of 13 The bridge over the West Lido Channel leading to Lido Island from Via Lido in Newport Beach is to be widened by the addition of a timber pedestrian walkway supported on timber girders and cantilevered steel members. The existing structure is a multi -span steel bridge consisting of concrete encased through plate girders and floor beams with reinforced concrete deck, all supported on reinforced concrete piers. The work consists of furnishing and placing all materials necessary to con- struct the pedestrian walkway and lighting system shown on the plans and described in the special provisions and specifications. The contract requires completion of all the work in accordance with these special provisions, the City's Standard Specifications (Part 1-- General Pro- visions), the plans (Drawing No. R- 5294 -S) and the State of California Department of Transportation ( CALTRANS) Standard Speci- fications dated January 1975 and the Standard Specifications for Welding Structural Steel dated January 1975, also issued by CALTRANS. The City's Standard Specifications are the Standard S ecifications for Public Works Con- _ struction, 1973 Edition. Copies may a purc ased from Building News, Inc., 305 ver and Avenue, Los Angeles, CA 90034, telephone (213) 870 -9871. DEFINITIONS: The work to be done under this City of Newport Beach contract using portions of the CALTRANS Standard Specifications will require that some definitions in Section 1 of the CALTRANS Standard Specifications be modified. The following definitions will be used in addition or amendatory to those shown: "Agency" shall mean the City of Newport Beach. "Board" shall mean the City Council of the City of Newport Beach. "Contract" and "Contractor" shall be as defined in the City Standard Specifications. "Department" or "Department of Transportation" shall mean the Public Works Department of the City of Newport Beach when it relates to the administration and control of this contract. "Director" shall mean the Public Works Director of the City of Newport Beach. "Division of Highways " or "Division" shall mean Department of Public Works of the City of Newport Beach as it relates to the adminis- tration and control of the contract. SP 2 of 13 "Engineer" shall can the City Engineer of the City of Newport Beach or his designated representative. "Engineer's. Estimate" shall mean the list of estimated quantities of work to be performed as contained in the "Proposal ". "Laboratory" shall mean the appropriate testing facility designated by the Engineer. "Liquidated Damages" shall be as defined in Section 6 -9 of the City's Standard Specifications. "Plans -- (A) Standard Plans" shall be as defined in Section 1 -1.29 of the CALTRANS Standard Specifications. "Standard Specifications" or " CALTRANS Standard Specifications" shall mean the State of California Standard Specifications dated January 1975 issued by the Department of Transportation. "City's Stmdard Specifications" shall mean the Standard Specifications for Public Works Construction, 1973 edition, Part 1-- General Pro- visions. "State" shall mean City of Newport Beach as it pertains to the adminis- tration and control of this contract. Special Provisions: The standard prevailing wage rates described in the "Notice Inviting Bids" shall apply. III. PROPOSAL REQUIREMENTS AND CONDITIONS Section 2 of the Standard Specifications is superseded by the Notice Inviting Bids for this project and the appropriate sections of the City's Standard Specifications. IV. AWARD AND EXECUTION OF CONTRACT Section 3 of the Standard Specifications is superseded by the following and the appropriate sections of the City's Standard Specifications. Award of Contract: The award of the contract, if it is awarded, will be to the lowest responsible bidder whose proposal complies with all requirements described. The award, if made, will be made within 30 days after the opening of the bids. All bids will be compared on the basis of the engineer's esti- mate of quantities of work to be done. Execution of Contract: The contract shall be signed by the successful bidder and returned, together with the contract bonds and the City's Standard Certi- ficate of Insurance form, within 10 days, not including Sundays, after the bidder has received notice that the contract has been awarded. No proposal shall be considered binding upon the City until the execution of the contract by the City. The date of the contract shall be the date that the contract is executed by the City. V. SCOPE OF WORK Section 4- 1.03:, "Changes" of the Standard Specifications is superseded by Section 3 in the City's Standard Specifications. • •. . � SP 3 of 13 Section 4 -1.04: "Detours" of Standard Specifications is amended as follows: All costs involved in the constructing, operating, maintaining and removing detours including those costs involved with work described in Section 7 -1.08, "Public Convenience" shall be included in the contract prices for the items of work requiring the detour and shall not be considered as extra work. VI. CONTROL OF WORK Add to Section 5 -1.04 of the Standard Specifications the following: The City's Standard Specifications Part 1-- General Provisions shall govern the Standard Specifications where conflicts occur. Section 5 -1.07 of the Standard Specifications is superseded by the following: Field surveys for control of construction shall be the responsibility of the contractor. All such surveys, including construction staking, shall be under the supervision of a California licensed surveyor or civil engineer. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by the agencies and trades involved. Payment for construction survey staking shall be considered as included in the various items of work, and no additional allowance will be made therefor. VII. LEGAL RELATIONS AND RESPONSIBILITY A. Section 7- 1.01J- 14orkman's Compensation" of the Standard Specifications is superseded by Section 7 -4 Workman's Compensation Insurance of The City's Standard Specifications. B. Section 7- 1.01L- "Water Pollution" of the Standard Specifications is supplemented and amended by the following: 1. Concrete removal, debris from cleaning operations and debris from the construction operations shall noc be allowed to enter or be placed where they will later enter the waters of the bay. 2. If any of the construction operations produce dust or other flotsam, it shall be confined by floating booms, skimmed from the surface, and appropriately disposed of. 3. Full compensation for providing water pollution control work shall be considered as included in the prices paid for the various con- tract items of work and no additional compensation will be allowed therefor. C. Section 7- 1.08 - "Public Convenience" of the Standard Specifications: The appropriate portions of paragraphs in this section are superseded by the following: The cost of the following items shall not be considered extra work, and their costs shall be included in the prices bid for the various items of work: 1. Paragraph 8 - Furnishing, installing and removing sign covers. E SP4of 13 Paragraph 15 - Furnishing pilot car and driver and flagmen. Paragraph 17 - Furnishing and installing signs, lights, flares, barricades, and other facilities as required by the engineer. 4. Paragraph 20 - The contractor shall furnish and erect within or adjacent to the limits of the contract, such warning, regulatory, and guide signs as may be required by the Engineer. City will not furnish any signs. In addition to the conditions described in Section 7 -1.08, the Lido Island Bridge crosses a navigable waterway. At any time the existing vertical or horizontal clearances are impaired or restricted, the contractor must sign the new clearances and adequately light the bridge at night to indicate to boaters the changed conditions. The existing navigation lights on both sides of the bridge must also be appropriately adjusted to reflect the revised clearances. Ten days prior to modification of clearances, the U.S. Coast Guard Office- - Aids to Navigation Branch must be notified of the proposed changes. The Orange County Harbor Patrol shall also be notified 2 days in advance of the changes. The navigation lights shall be maintained in working order during all night -time hours and hours of impaired visibility. Full compensation for conforming to these clearance and lighting requirements shall be considered as included in the prices paid for the various items of work, and no additional compensation will be allowed. Section 7- 1.09 - "Public Safety "of the Standard Specifications- -para- graph 5: The contractor shall furnish all signs required by Section 7 -1.08 and 7 -1.09. Section 7- 1.092 - "Lane Closure "of the Standard Specifications- -para- graph 2 is superseded by the following: The taper length for each lane closure shall meet the requirements of the City Traffic Engineer. F. Section 7- 1.095 - "Flagging Costs" of the Standard Specifications: The first paragraph of this section shall be superseded by the following: The cost of furnishing all flagmen and guards under provisions of Sections 7 -1.08 "Public Convenience ", and 7 -1.09 "Public Safety" shall be borne by the contractor. Section 7- 1.12 - "Responsibility for Damage "of the Standard Specifica- tions is amended and supplemented by the following: Section 7 -3 -- Liability Insurance shall apply with the following minimum limits: Comprehensive liability, combined single limit for bodily injury or property damage: Each occurrence: $ 500,000 Aggregate protective: $ 500,000 Aggregate products: $1,000,000 Aggregate contractual $ 500,000 SP5of13 This policy shall include the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the named insured and the certificate holder named above. b. Owned, Hired and Ono -owned Automobiles. c. Contractors Protective Liability (When .insured engages sub- contractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad From Property Damage. The insurance shall be provided on the standard form furnished by the City. The cost of complying with these provisions shall be absorbed in the contractor's bid. VIII. PROSECUTION AND PROGRESS Section 8- "Prosecution and Progress" of the Standard Specifications is super- seded by the appropriate portions of Sections 2, 5 and 6 of the City's Specifications. IX. MEASUREMENT AND PAYMENT A. Section 9- 1.015 - "Final Pay Quantities "of the Standard Specifications; substitute the word "Proposal" for "Engineer's Estimate" in this section. B. Section 9- 1.03 - "Force Account Payment "and its subsections of the Standard Specifications is superseded by Section 3 of the City's Standard Speci- fications. C. Sections 9- 1.06 - "Partial Payments", 9-1. 07-- Payment After Acceptance, 9- 1.08 -- Adjustment of Overhead Costs and their subsections are super- seded by Section 9 of the City's Standard Specifications. X. BEGINNING AND COMPLETION OF THE WORK Subject to the provisions in Section 6 -1 of the City's Standard Specifica- tions, the contractor shall not begin work on the actual bridge construction until September 7, 1976. The time period between award of contract and this date shall be used to order, obtain and fabricate the items necessary for the construction of this project. The contractor shall complete all work within 100 calendar days after the date the City executes the contract. XI. TRAFFIC CONTROL Prior to commencing work, the contractor shall submit and obtain approval of a plan for traffic control covering lane closures and other traffic control elements of the construction project. During the contractor's working hours, he shall maintain a minimum of one 10- foot -wide lane of traffic across the bridge controlled by one or all of the following: flagmen, temporary signals, and pilot car. • 0 SP 6 of 13 During the hours when the contractor is not working, one lane for each direction of traffic shall be maintained. Closure of both lanes will be allowed for short periods (less than 5 minutes) to set structural steel, timber girders and deck. The bridge to Lido.Island is the only means for vehicular access to the island. Approximately 2,200 people live on Lido Island. The contractor shall make every effort to minimize the inconvenience caused by this project. Emergency vehicles responding to calls, wishing to enter or leave the island shall be given priority and shall not be delayed by the contractor. Personal vehicles of the contractor's employees shall not be parked on the traveled way or shoulders at any time, including any section closed to public traffic. All costs involved in providing traffic control shall be considered as in- cluded in the price paid for the contract item of work requiring the control, and no additional compensation will be allowed therefor. XII. EXISTING HIGHWAY FACILITIES The work performed in connection with various existing highway facilities shall conform to the provisions in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. AIR BLOWN MORTAR REMOVAL -- Air blown mortar surfacing on existing girders shall be removed to the limits shown on the plans in accord- ance with the requirements in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. Before beginning removal of surfacing on girders, a saw cut approxi- mately 1/2 inch deep shall be made along an outline of the portions to be removed. Upon completion of the steel connection work, the area of surface removal shall be patched in accordance with the requirements in Sections, "Portland Cement Mortar Patches," and "Bonding Portland Cement Mortar Patches," of these special provisions. Full compensation for conforming to the requirements in this section shall be considered as included in the contract price paid per pound for structural steel (bridge) and no separate payment will be made therefor. XII1. BRIDGE REMOVAL (PORTION) Removing portions of bridge shall conform to the requirements in Section 15, "Existing Highway Facilities ", of the Standard Specifications and these special provisions. The work to be done under this section shall consist of concrete removal to the limits shown on the plans. Concrete shall be removed to neat lines conforming to diminsions shown on the plans and the resulting concrete surfaces which remain exposed in the finished work shall be finished to the texture and color of the adjacent concrete. SP 7 of 13 In addition to the requirements in said Section 15, a freely falling mass or a falling mass attached to a cable, rope or chain shall not be used above any area open to the public for boating. Such falling masses shall not be used within 30 feet horizontally of any area open to the public unless adequate protective shields are in place. Protective shields shall be of sufficient size and strength to prevent any debris or equipment from endangering the public. The shields shall be designed and proportioned as required by the size of demolition equipment and method of operations employed, but in no case shall such shields have a strength less than that provided by good, sound 2 -inch thick Douglas fir planking supported on posts at 5 -foot centers. Explosives shall not be used for bridge removal. Bridge removal (portion) will be paid for on the basis of a contract lump SUM. Full compensation for conforming to the requirements in this section shall be considered as included in the contract lump sum price paid for bridge removal (portion) and no additional compensation will be allowed therefor. XIV. EARTHWORK Full compensation for structure excavation and structure backfill shall be considered as included in the contract price paid per cubic yard for structural concrete, bridge and no separate payment will be made therefor. XV. CONCRETE STRUCTURES Portland cement concrete structures shall conform to the provisions in Section 51, "Concrete Structures," of the Standard Specifications and these special provisions. Measurement and payment for concrete in structures shall conform to the pro- visions in Sections 51 -1.22, "Measurement," and 51 -1.23, "Payment." of the Standard Specifications and these special provisions. All concrete involved in concrete structures, except concrete in components for which compensation is provided for under other contract items, will be paid for at the contract prices per cubic yard for the type of concrete shown in the Proposal. If concrete involved in bridges is not otherwise designated by type or class, such concrete will be paid for at the contract price per cubic yard for structural concrete, bridge. XVI. DRILL AND BOND DOWELS Drilling and bonding dowels shall conform to the details shown on the plans and the requirements in these special provisions. Reinforcing steel dowels shall conform to the provisions in "Reinforcement" of these special provisions. Where dowels are to be bonded in holes drilled into existing concrete, the holes shall be drilled by methods that will not shatter or damage the concrete adjacent to the holes. SP 8 of 13 The drilled holes shall be clean and dry at the time 101pplacing the bonding material and the steel dowels. The bonding material and the steel dowel shall completely fill the drilled hole. The bonding material shall be an epoxy adhesive conforming to the requirements in Sections 95 -1, "General," and 95 -2.03, "Epoxy Resin Adhesive for Bonding New Concrete to Old Concrete," of the Standard Specifications. After bonding, dowels shall remain undisturbed until the expoxy adhesive has reached a strength sufficient to support the dowel. Dowels that are improperly bonded, as determined by the engineer, shall be removed. The holes shall be cleaned or new holes drilled and the dowels replaced and securely bonded to the concrete. Redrilling and replacing improperly bonded dowels shall be performed at the contractor's expense. Dowels to be bonded into drilled holes will be paid for as bar reinforcing steel (bridge). Drilling and bonding dowels will be measured and paid for by the linear foot determined by the number and the required depths of holes as shown on the plans, or as ordered by the engineer. The contract price paid per linear foot for drill and bond dowel shall include full compensation for furnishing all labor, materials (except reinforcing steel dowels), tools, equipment and incidentals, and for doing all work in- volved in drilling the holes and bonding the dowels, complete in place, as shown on the plans, as specified in these special provisions and as directed by the engineer. XVII. DRILL AND BOND ANCHOR BOLTS Drilling and bonding anchor bolts shall conform to the details shown on the plans and the requirements of, "Drill and Bond Dowels," of these special provisions. Anchor bolts shall conform to the requirements of ASTM designation: A449. Anchor bolts to be bonded in drilled holes will be paid for as structural steel (bridge). Drilling and bonding anchor bolts will be measured and paid for as drill and bond dowels. XVIII. BONDING PORTLAND CEMENT MORTAR PATCHES A bond coat of epoxy adhesive shall be applied to the surfaces of concrete existing structural steel and reinforcing steel to be covered with portland cement mortar patches. This work shall not begin until all unsound concrete within the limits of the patch has been removed and the contact surfaces have been cleaned. The epoxy adhesive shall be applied immediately prior to placing portland cement mortar. The area to be covered shall be surface dry and the ambient temperature shall be 500 F., or above, when the adhesive is applied. The epoxy adhesive shall be furnished and applied in accordance with the provisions in Sections 95 -1, "General." and 95 -2.03, "Epoxy Resin Adhesive for Bonding New Concrete to Old Concrete," of the Standard Specifications. 0 • SP9of13 Whenever the ambient temperature is below 650 F., Type II epoxy shall be used. The exact rate of applying epoxy adhesive shall be as ordered by the engineer. The adhesive shall be spread by brush, roller or spray methods so as to cover all contact surfaces. Full compensation for conforming to the requirements in this section shall be considered as included in the contract price paid per pound for structural steel (bridge) and no separate payment will be made therefor. XIX. PORTLAND CEMENT MORTAR PATCHES This work shall consist of cleaning the contact surfaces and furnishing, placing, finishing and curing of portland cement mortar patches in concrete structures. Mortar patches shall conform to the requirements of these special provisions. Cleaning the contact surfaces shall be accomplished by abrasive blast cleaning the concrete and any exposed reinforcing steel or existing structural steel as necessary to remove all rust, paint, grease, asphalt or other foreign material. Immediately prior to applying the epoxy adhesive as required in "Bonding Portland Cement Mortar Patches," such surfaces shall be re- cleaned by pressure jetting, or by other approved means, as necessary to remove any debris which has accumulated during or after abrasive blast cleaning. Prior to placing a mortar patch, all work specified under "Bonding Portland Cement Mortar Patches" of these special provisions shall have been completed within the area of, the patch. Portland cement mortar used in patches shall conform to the provisions in Section 51 -1.135 "Mortar" of the Standard Specifications and the following: Mortar shall be deposited on the epoxy bond coat before the epoxy adhesive begins to set and in conformance with the time limit specified for the type of epoxy used. Mortar shall be thoroughly consolidated and then shall be struck off to the adjacent surface and given a wood float finish. Mortar patches shall be cured by the non pigmented curing compound method, chlor- inated rubber type. Damage to the film of compound before the expiration of 3 days after the mortar is placed shall be repaired immediately with additional compound. Full compensation for conforming to the requirements in this section shall be considered as included in the contract price paid per pound for structural steel (bridge) and no separate payment will be made therefor. XX. REINFORCEMENT Reinforcement shall conform to the provisions in Section 52, "Reinforcement," of the Standard Specifications. MEASUREMENT AND PAYMENT - -Bar reinforcing steel involved in the bridge work, as listed under "Description of Work" of these special provisions, except bar reinforcing steel involved in components of the bridge work that are identified on the plans or in these special provisions and for which payment is made under separate contract items, will be paid for at the contract price per pound for bar reinforcing steel (bridge). " • . XXI. STEEL STRUCTURES SP 10 of 13 Construction of steel structures shall conform to the provisions in Section 55, "Steel Structures," of the Standard Specifications and these special provisions. fpnpral All steel used in the structure shall be galvanized to conform with the pro- visions in Section 75 -1.05 "Galvanizing." This includes but is not limited to beams, stud connectors, brackets, plates, angles, bolts, etc. Welding shall be done by the manual shielded metal -arc process. Low hydrogen electrodes conforming to the requirements of AWS A5.1 -69 for E7016 or E7018 electrodes shall be used. Electrodes shall be dried and stored as required by AWS D2.0 -69. Welding shall not be performed in inclement or wet weather unless satisfactory protection is provided. The maximum size fillet weld which may be made in a single pass shall not exceed: 3/8 inch in the flat position 5/16 inch in horizontal or overhead position 1/2 inch in the vertical position For welding in the vertical position, the progression of all passes shall be upward. Welding operators must be prequalified by satisfactorily completing a field qualification test weld before performing welding operation on the project. Qualification test welds shall be made by the operator in the presence of the engineer, using materials similar to those to be welded on the project in the same position and conditions of welding as will be encountered in the work. The field qualification test shall consist of evaluation by the engineer of a 6 -inch long fillet weld made between 2 plates placed at 90 degrees to one another. Evaluation will be made by applying a force or striking the plates so as to place the root of the weld in tension until the weld breaks or yields and then visually inspecting the weld. The specimen shall pass the test if it bends flat upon itself. If the weld breaks or yields the qualifi- cation test shall be unacceptable if the inspection discloses any of the following: a. Lack of penetration into the root of the joint. b. Incomplete fusion to the base metal c. Overlap cracks or excessive undercut. d. Individual inclusions or porosity larger than 3/32" in greatest dimension or the sum of all inclusions and porosity of more than 3/8" in the 6 -inch long specimen. All structural steel involved in the bridge work, except steel described as separate items and for which payment is provided elsewhere herein, will be paid for at the contract price per pound for structural steel. This price shall include galvanizing. SP 11 of 13 Hardware included in4e measurement and payment for Ouctural steel (bridge) consists of stud connectors, all brackets, plates and bolts connecting steel to steel, steel to timber and timber to concrete. XXII. LAMINATED GIRDERS AND DECK Glued laminated timber indentified on the plans as Glulam girder and Glulam deck shall conform to the details shown on the plans, the provisions in Section 57, "Timber Structures," and the Standard Specifications and these special provisions. Materials, Manufacture and Quality Control for laminated members shall meet the structural requirements and laminating specifications of voluntary Product Standard PS56 -73, "Structural Glued Laminated Timber," of the American Institute of Timber Construction and shall be of such stress grade to provide glued laminated members with allowable stress values of 2400 psi in bending, 1600 psi in tension, 1500 psi in compression parallel to grain for a dry condition of service. Adhesives shall meet the requirements for a wet condition of service. Appearance of girders shall be Architectural Grade. A coat of end sealer shall be applied to the ends of all members as soon as practicable after end trimming. Surfaces of members shall be sealed with penetrating sealer. Girders shall be individually wrapped. Members shall be marked with Quality Marks and, in addition, a Certificate of Conformance shall be provided to indicate conformance with PS56 -73. Attention is directed to Section 5 -1.02, "Plans and Working Drawings," of the Standard Specifications. Initially, three sets of working drawings shall be submitted to the engineer for review. After review, six additional sets of drawings shall be submitted for final approval and for use during construction. Laminated girders shall be erected using padded or non - marring slings and corners shall be protected with wood blocking. All holes and countersinks shall be thoroughly swabbed with two applications of the same preservative used in treatment of the members. Any falsework used for the erection of the girder spans shall conform to the provisions in Section 56 -1.06, "Falsework," of the Standard Specifications. Glued laminated girders and glued laminated deck will be measured and paid for by the thousand board foot measure from dimensions shown on the plans. The contract prices paid for glued lamined girder and for glued laminated deck shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the completion of the timber portions of the structure, including hardware and preservatives, complete in place, as shown on the plans, and as specified in the Standard Specifications and these special provisions, and as directed by the engineer. Hardware included in the payment for glued laminated girder and glued laminated deck consists of lagbolts, steel dowels and flashing. SP 12 of 13 XXIII. PRESERVATIVE TREATMENT OF LAMINATED GIRDERS AND DECK All laminated girders and deck shall be pressure - processed in accordance with Section 58 of the Standard Specifications, these special provisions and the standards of the American Wood Perservers' Association and the supplier. The girders and deck shall be treated after laminating. The preservative used shall be pentachlorophenol meeting the requirements of Section 1 of AWPA Standard P -8, "Standards for Oil -Borne Preservatives ". The solvent carrier shall meet the requirements of Section 2 of AWPA Standard P -9 "Standard for Hydrocarbon Solvents for Oil Borne Preservatives." The pressure treatment shall be conducted in accordance with AWPA Standard C -2 (Lumber, Timber, etc.), C -28 (Lumber Treated after Laminating). Penetration of pentachlorophenol shall be determined using the penta check method, Section 5, AWPA Standard A -3. Minimum retention of pentachlorophenol shall be 0.6p.c.f. by assay. When sawing or drilling is necessary after plant treatment, the cut surfaces shall be thoroughly brushed with two coats of the same kind of preservative in conformance with AWPA Specification M -4. The maximum protection requirement specified therein shall be met in all instances. Full compensation for treatment of laminated girders and deck as specified in these special provisions and in the Standard Specifications, and as directed by the engineer shall be considered as included in the contract prices paid for furnishing "Glued Laminated Girder" and "Glued Laminated Deck" and no separate payment will be made for the treatment. XXIV. NON -SKID SURFACING Non -skid surfacing shall consist of an epoxy paint providing the bonding agent for grit particles sprinkled onto the wet paint surface. Paint shall be a 2 component epoxy paint of first grade commercial quality for exterior use. The epoxy paint shall be a gray color closely matching Federal Standard Color No. 36492. The paint shall be applied in 2 coats having a total dry film thickness of not less than 4 mil. Grit particles shall conform to the requirements in Section 51 -1.20, "Sidewalks, Curbs and Stairways on Bridges," and shall be applied uniformly to each coat of epoxy paint in a quantity sufficient to result in no wet or bare spots as determined by the engineer. Non -skid surfacing shall cover all but the outside 6 inches of the timber decking for the full length of said decking. Quantity of non -skid surfacing to be paid for will be the top surface of the timber decking measured by the square foot. The contract price paid per square foot for non -skid surfacing shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in applying non -skid surfacing as specified in this section, and as directed by the engineer. SP 13 of 13 XXV`. ALUMINUM BRIDGE RAILING Baluster railing and pipe railing shall conform to the provisions in Section 83 -1, "Railings," of the Standard Specifications and these special provisions. All railing components except bolts shall be fabricated from aluminum 6063 -T6 Alloy conforming to ASTM 8221. Railing bolts shall be high strength steel conforming to ASTM Designation A 325 and shall be galvanized. Aluminum railing shall have an anodic coating of either Duranodic or Hard -coat No. 100 or equal with dark bronze finish. FuIll compensation for conforming to the requirements specified herein shall be considered as included in the price paid per linear foot for the types of railings shown on the plans and no additional compensation will be allowed therefor. XXVI, STREET LIGHT SYSTEM Electrical work and materials shall conform to Section 86 of the Standard Specifications and the appropriate Standard City Drawings, Nos. 200 -L, 201 -L, 202 -L, 203 -L, and 204 -L. Work to be provided under the lump sum bid item for "Street Light System" shall include all work and materials necessary to provide the multiple (parallel) street light system shown on the plans. It shall also include all costs necess- ary to provide continuous service for the navigational lighting system and to change this system from series to multiple (parallel). 0 0 RESOLUTION NO. 8 8': A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH AWARDING A CONTRACT TO JAMES W. FORD IN CONNECTION WITH LIDO ISLAND BRIDGE PEDESTRIAN WALKWAY ADDITION, CONTRACT NO. 1814 WHEREAS, pursuant to the notice inviting bids for work in connection with the Lido Island Bridge Pedestrian Walkway addition, in accordance with the plans and specifica- tions heretofore adopted, bids were received on the 17th day of June, 1976, and publicly opened and declared; and WHEREAS, it appears that the lowest responsible bidder therefore is James W. Ford; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Newport Beach that the bid of James W. Ford for the work in the amount of $49,992.40 be accepted, and that the contract for the described work be awarded to said bidder; BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ADOPTED this 28th day of June , 1976. ATTEST: City Clerk r DDO /bc 6/22/76