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HomeMy WebLinkAbout04857 - W&W STEEL CONVENTION CENTER EXPANSION PHASE II CP02-27-10 DOCUMENT TRACKING Page; 1 Report: One Document Detail April 21,2006 condition, Domirnent Numbera4857 Document# Description AAnproval Date Expiration Date Closed Date A4857 Convention Ctr Exp Phase 2 Trade 10 Amended Total$8,747625.00 03/31/2004 10/01/2005 Company Name: W & W Steel Co Address: 23154 Verdugo Drive#150, Laguna Hills, CA 92653 Contract Amt. Total Paid Balance Group: PROCUREMENT $9,132,625.00 $9,132,625.00 Service: In File xRef: PROCUREMENT Ins. Status: A policy has Expired. Document Tracking Items: Due Completed Tracking Amount Amount Code Item Description Date Date Date Added Paid NOC r et tG Al for recording 08/15/2005 CO 4-in file 09/13/2005 $47,625.00 MO 7697-CO 3 -07-06-05 in file distrib to dept 06/29/2005 $129,665.00 CO 2 -to CM 09/17/2004 $30.335.00 Res 20879 CO 1 decr$225,000 in file 03/31/2004 $225.000.00 CO 1 in file 05/11/2004 $-65,000.00 orig bid in file-distr to Procurement 04/26/2004 Res 20879 orig bid $8,765,000 03/31/2004 $8,765,000.00 END OF REPORT* * * * * * ° @ a DOC # 2005-0667245 08/16/2005 08:00A Fee:NC Page 1 of 2 PLEASE COMPLETE THIS INFORMATION Recorded in official Records 1 RECORDING REQUESTED BY: County of Riverside Larry W. Ward Assessor, County Clerk & Recorder- AND WHEN RECORDED MAIL TO IIIII HE IIIII IN 111111 III 1111111111111 �'.V1 yA P� P TI �UT 2 ikta,Sf-Pf (20, 3 64:R�L COPY LONG �V"-/' Space above this line for recorders use only Title of Document n � TO AREA BOOR R E Cr%0 on run\E ff S —i af�� _ ^cI UM ONLY f� Y' THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ($3:00 Additional Recording Fee Applies) ACR 238P-AS4REO (Rev.0212003) Return To: City Clerk City of Patin Springs P.O. Box 2743 Palm Springs, California 92263-2743 Filing fee EXEMPT per Government Code E103 NOTICE OF COMPLETION NOTICE IS HEREBY given that: 1. The City of Palm Springs, California is a municipal corporation, organized and incorporated pursuant to the laws of the State of California. 2. The City Clerk of the City of Palm Springs is authorized and directed to execute, on behalf of said City, any and all Notices of Completion. 3. The address of the City of Palm Springs is City Hall, 3200 E. Tahquitz Canyon Way, Palm i Springs, California(P.O. Box 2743, Patin Springs, California 92263-2743). 4. The public work improvement on the hereinafter referred to real property within the city was COMPLETED on the 15th day of August, 2005. 5. The name of the contractor(if named) for such improvement was: W & W Steel, Inc. I 6. The public work improvement,which was completed in the City of Palm Springs, County of Riverside, State of California, is described as follows: Palm Springs Convention Center Expansion-Phase II, City Project No. 02-27, Structural Steel. 7. The property or location of said property is: 277 N. Avenida Caballeros,Palm Springs, California, 92262. B. City Project No: 02-27 Agreement No. A4857 Resolution No. 20879 DATED: (� � OF ALM SPRINGS By: Project Administrator JAMES THOMPSON, being duly sworn, says: That he is the City Clerk of aforesaid City of Palm Springs, California, the corporation that executed the foregoing notice;that he makes this verification on behalf of said corporation; that he has read the foregoing Notice of Completion, and knows the content thereof, and that the facts stated therein are true; that as said City Clerk,he makes this verification on behalf of said municipal corporation. City Clerk Index No. IIIIII IIIIIII IIIII III I IIIII IIII IIIII I��IIIII IIII IIII es, se a£F 4©ea W & W Steel Conv Ctr Expand 2 C04 A4857 R 20879 & MO 7697 CITY OF PALM SPRINGS 03-31-04 & 06-29-05 PALM SPRINGS CONVENTION CENTER EXPANSION CONSTRUCTION CHANGE ORDER To: W&W Steel Date: August 8, 2005 23152 Verdugo Drive, #150 Project No. 02-27 Laguna Hills, CA 92653 Change Order No. 4 Purchase Order No. 416610A Agreement No. A4857 Attn: Chuck Gossage Account No. 4283-50003 Description of Change to be Made: Description Add/ Deduct Amount 1. Provide lavatory support at existing women's restrooms. Add: $ 13,396.00 2. Remove portion of existing beam #34 between LA & L.8, per RFI Add: $ 6,416.00 #1011. 3. Cut existing columns, shore and install TS at H.9 line, per RFI Add. $ 27,813.00 #1002. TOTAL ADD: $ 47,625.00 AUTHORIZATION FOR CHANGE: 1) 307; 2) 728; 3) 783 Summary of Cost/Time Original Contract Price $ 8,765,000.00 Total of all Previous Change Orders $ (65,000.00) Total of this Change Order $ 47,625.00 Total Contract Price $ 8,747,625.00 This Change Order(increases) (decreases) (unchanged) the contract time by 0 r wing d ys. r I have received a copy of this Change Order Constr. Manager: aI� and the above AGREED PRICES are acceptable Approval: /411W � Date: to the contr for Turner C n ructiorV � City Appro a By: J Submitted By: Date: l'`� -os • OwXw� e Title: tG�c 26.S+a2.u:r� � Approvedby: — ate: Date: 6�Lltgtuy Zb.-aao5 Project Administrator Distribution: Original Conformed Copies Conformed - File Copy �/✓ City Clerk 0) Project Administrator (1) Contractor (1). Procurement & Contracting (1) ATTEST: _ Finance (1) Owner's Representative (1) �_ - Turner Construction (1) ity Clerk APPRQU[DEYCITYCOUNCIL FALM Pp U n AN M E M O R A N D U M TO: Mari Lynn Boswell Procurement Administrative Coordinator t FROM: r?a,' Kathie Hart, CIVIC "{ Chief Deputy City Clerk DATE: September 19, 2005 SUBJECT: Convention Center Expansion Phase II Change Orders cc: File Listed below and attached are the Change Orders processed by our office. 1. W &W Steel CO 4 to A4857 2. Tri-Star C08 of A4872 We have retained the original our files. Please feel free to contact me if there are any questions, ext. 8206. /kdh attach. CITY OF PALM SPRINGS W & W Steel PALM SPRINGS CONVENTION CENTER EXPANSIC Convention Ctr Expan — Phase 2 CO3 A4857 CONSTRUCTION CHANGE ORLcity Manager signed 06-30-05 To: W&W Steel Date: June 15, 2005 23152 Verdugo Drive, #150 Project No. 02-27 Laguna Hills, CA 92653 Change Order No. 3 Purchase Order No. 416610A Agreement No. A4857 Attn: Chuck Gossage Account No. 4283-50003 Description of Change to be Made: Description Add/Deduct Amount "The total Contract amount for any and all work, including but not limited Add: $129,665.00 to Change Order requests, performed by Contractor, Contractor's Subcontractors, Contractor's Consultants or Contractor's Suppliers through June 6, 2005, under Agreement No. A4857, City Project 02-27, is $ 8,700,000.00. Any and all claims, asserted or not, for additional compensation, liquidated damages or delay charges related to time delay under this Contract, by either party, are hereby settled and released. All other Terms and Conditions of this Contract shall remain in effect. Further, this settlement does not relieve Contractor from completing omitted work, punch list items or fixing improperly installed work or from submitting as-builts, warranty and all other Contract close-out requirements. U1 Any new non-contract work performed after June 6, 2005 shall be considered additional work and shall be compensated under the terms and conditions of this Contract." —� ra TOTAL ADD: $ 129,665.00 CA I AUTHORIZATION FOR CHANGE: m Summary of CostMrne o Original Contract Price $ 8,765,000.00 Total of all Previous Change Orders $ (194,665.00) Total of this Change Order $ 129,665.00 Total Contract Price $ 8.700-000.00 s This Change Order(increases) (decreases) (unchanged)the contract time by 0 or king days. i I I have received a copy of this Change Order Constr. Manager: d 1'j and the above AGRE D RICES are acceptable Approval: Date: ' Tlio s to the contra r. Turner st uc o om ny City fitted � ) By:. Submitted By: Date: 6 a a Q5_ 0 wpQr s Representative I Title: S�batiri ° y i Approved by: I Date: ✓u `. Date:- ., 0. as 25,Zo05 Project Administr r -- Distribution: Original Conformed Copies Conformed - File CopV City Clerk (1) Project Administrator (1) ' Contractor (1) Procurement&Contracting (1) ATTEST: Finance (1) j_t�y Owner's Representative (1) Turner Construction (1) Clerk CITY OF PALM SPRINGS v ✓ PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CONSTRUCTION CHANGE ORDER To W&W Steel Date: August 16, 2004 23152 Verdugo Drive, #150 Project No. 02-27 Laguna Hills, CA 92653 Change Order No. 2 Purchase Order No. 416610A Agreement No. A4857 Attn: Chuck Gossage Account No. 4283-50003 Description of Change to be Made: Description Add/Deduct Amount 1. Incorporate Issued for Construction Plans Volumes 1 of 3, 2 of 3& 3 of 3 Add: $30,335.00 and Project Specifications Volumes 1 of 2&2 of 2 dated May 10, 2004 into your firm's Scope of Work. TOTAL ADD: $ 30,335.00 AUTHORIZATION FOR CHANGE: PCO 1. Summary of Cost/Time Original Contract Price $ 8,765,000.00 Total of all Previous Change Orders $ (225,000.00) Total of this Change Order $ 30,335.00 Total Contract Price $ 8 570 335.00 This Change Order(increases) (decreases) (unchanged) the contract timely wor ing days. I have received a copy of this Change Order Constr. Managed) and the above AGREED PRICES are acceptable Approval: d bats: d � _ to the contractor. Turner Cjinstidtidn Company City Approval: e� By: s uc Submitted By: Date: � Owner' e re/sentgu g Title: ( may J'���esc}lt /yrp�lTs'. r t_�/ ,� Approved by: ✓ f Date: 7 /)ul Date: lTs'W- Proj Admini r°tor r2t� . Distribution: APPROVED BY: C''ty nManager Original Conformed Copies Conformed - File Co City Clerk (1) ProjectAdministrato (1) Contractor (1) Procurement& Contracting (1) Finance (1) Owner's Representative (1) Turner Construction (1) CITY OF PALM SPRINGS PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CONSTRUCTION CHANGE ORDER To: W&W Steel Date: April 30, 2004 23152 Verdugo Drive, #150 Project No. 02-27 Laguna Hills, CA 92653 Change Order No. 1 Purchase Order No. 416610 Agreement No. 10 �U Attn: Chuck Gossage Account No. 4283-50003 Description of Change to be Made: Description Add/Deduct Amount 1. Revise Application for Payment submission data from monthly to bi- monthly. 2. Reduce retainage to five (5) percent at fifty(50) percent completion on SOV's. 3. City to pay for stored materials. W&W Steel to provide title and insurance certificate. TOTAL DEDUCT: ($225,000.00) AUTHORIZATION FOR CHANGE: City Council via Resolution No. 20879 dated 3131/04. Summary of Cost/Time Original Contract Price $ 8,765,000.00 Total of all Previous Change Orders $ 0.00 Total of this Change Order $ (225,000.00) Total Contract Price $ 8.540 000.00 This Change Order(increases) (decreases) (unchanged) the contract time by 0 working days. I have received a copy of this Change Order Constr. Manager: and the above AGREED PRICES are acceptable Approval: Date: 1'0d 5 G to th� T e r c io C mpany 1 6 t City Approval: B : .v� Submitted By: Date: Y Owner's Representative _ Title: cr.wr �l✓✓tl� •y�i / � _ Approved by: � • J,1� Dpte: 7 Date: Project Administrator /A Distribution: 1101 l f MAN,ACRE,HI Original Conformed Copies Conformed - File Copy City Clerk (1) Project Administrator (1 Contractor (1) Procurement& Contracting (1) `_ ('I� Finance (1) Owner's Representative (1) Turner Construction (1) t W&W Steel Convention Center CP02-27-10 AGREEMENT #4857 R20879, 3-24-04 AGREEMENT THIS AGREEMENT made this 1-4t day of )2- in the year 2004, by and between the City of Palm Springs, a charter city, organized and existing in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and W & W Steel, hereinafter designated as the Contractor. The City and the Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1- THE WORK The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of the City Contract's contract Documents entitled: Palm Springs Phase II Convention Center Expansion Phase II City Project No 02-27-10 The work is generally described as follows: All that Work set forth in the Trade Bid Schedule of the bid Forms, as awarded by the City of Palm Springs, pursuant to the Contract Documents for the City Project No. 02-27- 10. ARTICLE 2-COMMENCEMENT AND COMPLETION The Work to be performed under this Contract shall be commenced on the date specified the Notice to Proceed by the City and the Work shall be fully completed within the time specified in the Notice to Proceed. The City and the Contractor recognize that time is of the essence of this Agreement and that the City will suffer considerable financial loss if the Work is not completed within the time specified in said Notice to Proceed, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The damages suffered by the City would be extremely difficult or impractical to determine in the event of a breach by the Contractor. Accordingly the City and the Contractor agree that the Contractor shall pay the amount provided in Exhibit G of the contract documents attached hereto as liquidated damages, for each calendar day that the work is not completed in the time set forth. ARTICLE 3-CONTRACT PRICE ($8,765,000) The City shall pay the contractor for the completion of the Work hereunder in accordance with the Contract Documents in current funds the Contract Price(s) named in the Contractor's Bid and accepted Bid Schedule. ARTICLE 4-THE CONTRACT DOCUMENTS The Contract Documents consist of : notice Inviting Bids, Instructions to Bidders, the accepted Bid and Bid Schedule, the Schedule of Values, Bid Security or Bid Bond, this Agreement Worker's Compensation Certificate, Performance Bond, Multiple Oblige Rider to Performance Bond, Payment Bond, Notice of Award Notice to Proceed, Notice of Completion, General Conditions of the Contract, Supplementary General Conditions of the Contract, the Technical Specifications, Drawings listed in The Schedule of Drawings in the Supplementary General Conditions or in the Index on the Cover of the Drawings, Addenda numbers 1, 2, 3, 2-2, 3-10 inclusive, and all Change Orders, and Work Directive Changes which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto. ARTICLE 5- PAYMENT PROCEDUERES The Contractor shall submit Applications for Payment in accordance with the provisions of the General Conditions and the Supplementary General Conditions of the Contract. Applications for Payment will be processed by the City as provided in the Contract Documents. ARTICLE 6- NOTICES Whenever any provision of the Contract Documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address know to the giver of the Notice. ARTICLE 7- MISCELLANEOUS Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in said General Conditions and Supplementary General Conditions. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due many not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The City and the Contractor each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors , assigns, and legal representatives in respect of all covenants, agreements, and obligations contained in the Contract Documents. IN WITNESS WHEREOF, the parties have executed and entered into this Agreement as of the date first written above. CITY OF PALM SPRINGS ATTEST: a municipal corporation City Clerk City Manager s APPROVED AS TO FORM: U" 1765W `f$'HE 6.611 'L ibi"WZYS'�. By. — City Attorney SIGNATURES ON NEXT PAGE Agreement Amount, Reviewed and approved by Procurement & Contracting Initials Dates CONTRACTOR: Check one:_Individual _Partnership X Corporation Corporations require two notarized signatures: One firm each of the following:A. Chairman of Board, President,or any Vice President AND B.Secretary, Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Fiinnaancial Officer. By �� �',�1,, i By Z SIGNATYt> N12IZED SIGNA NOTARIZED Name: BERT COOPER J. PATRICK HARE Title: CEO Title CFO Address: 1730 West Reno Address: 1730 West Reno Oklahoma City, OK 73106 Oklahoma City, OK 73106 State of OKLAHOMA State of OKLAHOMA County of OKLAHOMA County of OKLAHOMA Oil o-13—be qforeme LINDA YOUNG Ono-13—�e fore me LINDA YOUNG personally appeared BERT COOPER, personally appeared J. PATRICK HARE, CEO OF W & W STEEL COMPANY CFO OF W & W STEEL COMPANY personally known to me(or proved to me on personally known to me(or proved to me on the basis of satisfactory evidence)to be the the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to the within instrument and acknowledged to me that he/she/they executed the same in to me that he/she/they executed the same in his/her/their authorized capacity(ies),and his/her/then'authorized capacity(ies) and that by his/her/their siguature(s) on the that by his/her/their signature(s) on the instrument the person(s), or the entity upon instrument the person(s),or the entity upon behalf of which the person(s) acted, behalf of which the person(s) acted executed the instrument. executed the instrument. WITNESS my hand and official seal. WITNESS my hand �and 'official seal. ( t its ✓fy1 Q titer ,� i �� [ k �jl e �t � Nota y Signature Notary ignature Notary Seal: Notary Seal: �Nni xn m.wi Irma v7 na c� of Oklahoma d aa��-i crm,rv,amna,.+cw�w r��r �1 .-,' ,N�OTy� A(�R/nY PUBLIC E BSo yyypg��gpR/a�'N «494YN6'�YMWI�J© ljtu"y Ah•`�y':;'I1BLIC r1.:is e I unora YOUNGx_ otiahos.ta County t 02003815tJklah®rna 0oursty MH-C,nauraa.Exp.04-Qa2-t)6 p gCaxfun.No.0c003>335 g I tint,z omrn. Exp.N?2-06 p PAYMENT BOND KNOW ALL MIEN BY THESE PRESENTS, St. Paul Fire and Marine That, W&W Steel as Contractor and Insurance Company , as Surety, are held firmly bound unto the City of Palm Springs, a Charter City, organized and existing in the County of Riverside, State of California, hereinafter called the "City." in the sum of: $8.765.000.00(Eight million seven hundred sixty five thousand) Dollars, for the payment of which sum well and truly to be made,we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. WHEREAS, said Contractor has been awarded and is about to enter into the annexed agreement with said City to perform the Work as specified or indicated in the Contract Documents entitled: PALM SPRINGS Convention Center Expansion Phase II CITY PROJECT 02-27-10 Convention Center NOW THEREFORE, if said Contractor, its subcontractors, its heirs, executors, administrators, successors, or assigns shall fail to pay for any materials,provisions,provender, equipment or other supplies used in,upon, for or about the performance of the Work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code, or for any amounts required to be deducted,withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such labor, all as required by the provisions of Title XV, Chapter 7, Sections 3247-3252, inclusive, of the Civil Code of the State of California and acts amendatory thereof, and sections of other codes of the State of California referred to therein and acts amendatory thereof, and provided that the persons, companies, or corporations so furnishing said materials, provisions,provender, equipment or other supplies, appliances or power used in, upon, for or about performance of the work contracted to be executed or performed, or any person, company or corporation renting or hiring implements or machinery or power for or contributing to said work to be done, or any person who performs work or labor upon the same, or any person who supplies both work and materials therefor, shall have complied with the provisions of said laws, then said surety will pay the same in an amount not exceeding the sum hereinbefore set forth and also will pay, in case suit is brought upon this bond, a reasonable attorney's fee, as shall be fixed by the Court. This bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said Contractor or said surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety. SIGNATURES ON NEXT PAGE SIGNED AND SEALED, tlus 9th day of April 2004 Sure PAUL FITK AND MARINE INSURANCE COMPANY Contracto W. & a ST .EL COMPANY - By f ` Title Patsy A.(r ayne, Attorney—in—Fact Title BERT COOPER, ,/ EO (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Contractor & J ST COMPANY By Title J. PATRICK HARE, CFO Corporations require two notarized signatures: One from each of the following: 1. Chairman of Board, President, or any Vice President: AND 2. Secretary, Assistant Secretary, Treasurer,Assistant Treasurer, or Chief Financial Officer). SWORN BEFORE ME THIS 9 DAY OF APRIL, 2004 A State of Oklahoma I 1 I40TARY PUBLIC h UNDAYOUNG Oklahoma County e �.•: Co, m.No.02003815 9 My Comm.EYD.04-02-06 0 Bond No. 40OSS7949 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That, W&W Steel, as Contractor and, t. Paul Fire and Marine Insurance as Surery are held firmly bound unto the City of Pahn Springs, a a r ' ry, organized and existing in the County of Riverside, California, hereinafter called the "City," in the sum of: S8,765,000.00(Eight million seven hundred sixty five thousand dollars for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, adrrunistrators, successors, and assigns,jointly and severally, firmly by these presents. WHEREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said City to perform the Work as specified or indicated in the Contract Documents entitled: PALM SPRINGS PHASE II Convention Center Expansion Phase 11 CITY PROJECT 02-27-10 Convention Center NOW THEREFORE, if said Contractor shall perform all the requirements of said Contract Documents required to be performed on its part, at the times and in the manner specified herein, then this obligation shall be null and void, otherwise it shall remain in full force and effect. PROVIDED,that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said Contractor or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. SIGNATURES ON NEXT PAGE SIGNED AND SEALED, this 9th day of April 20 04 Contractor Wit` TEEL COMPANY Contractor & W S EEL COMPANY " By Title BERT COOPER, CEO Title J. PATRICK HARE, CFO Corporations require two notarized signatures: One from each of the following: 1. Chairman of Board, President, or any Vice President: AND 2. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer). SEAL.AND NOTARIAL ACKNOWLEDGMENT OF SURETY Sur,tyy PA UL FI4R AND MARINE INSURANCE COMPANY By—Q, Title Patsy A� ayne, A� orney—in—Fact SWORN BEFORE ME THIS 9 DAY OF APRIL, 2004. ------------ Slate of Oklahoma NOTARY PUBLIO _ LJWDA YOUNG ; w ` Oklahoma County Ctn";tst�.No.02OD3815 1 a lyC:crn . "=xP,04.02-06 f MULTIPLE OBLIGEE RIDER TO PERFORMANCE BOND To be attached to and form part of Bond Number 40OSS7949 with ST. PAUL FIRE AND MARINE INSURANCE COMPANY as Surety, W & [d STEEL COMPLVY as Principal,and CITY OF PALM SPRINGS, CALIFORNIA ,as Obligee, for valuable consideration.. hereby agree respectively in connection with a contract for Structural Steel, Palm Springs Convention Center Expansion Phase II City Project 02-27-10 which bond and contract are made a part hereof by reference, shall now include as additional Obligee(s) U.S. Department of Interior Bureau of Indian Affairs "Pertaining to Lease PSL-315" This bond is subject to the condition that no Obligee shall have any right or action greater than those of any other Obligee and shall be subject to all offsets and defenses, however arising,which might be available against any other Obligee, their agents and representatives, in addition to any offsets or defenses that might be available against themselves. In no event shall the Surety be liable in the aggregate to the Obligees for more than the penalty of this bond. At Surety's election, any payment due to any Obligee may be made by its check issued to the Obligees jointly. Neither the execution nor language of this instrument,nor any previous negotiations,shall be construed as relieving any Obligee from the due and timely performance of such obligations and duties as he,or his agent or represetnative, may owe to the Principal or the Surety under the contract or bond. Witness the following signatures and seals this 9th day of April P004 PRINCIPAL: W & W STEEL COMPANY SURETY: ST.PAUL FIRE AND MARINE INSURANCE COMPANY Check One: individual, _partnership: X corporation C � � (Corporations require two sigcatures: one from each of the By following groups: A. Chairman of Board, President or any Vice \) President:and B: Secretary, Assn. Secretary, Treasurer,or Chief Title Patsy A. Payne. Attorney—in—Fact Etnan- Y -- Signature(NOTARIZED) (SEAL&NOTARIAL ACKNOWLEDGMENT OF SURETY) —. - PRINT NAVE AND TITLE PATRICCC HARE, CFO By gnature O ARIZED) PRINT NAME AND TITLE: ^��r�o�.r....r...� BERT COOPER, CEO 1 state of Oklahoma I NOTARY PUBLIC - LIWOAYpUNG SWORN BEFORE ME THIS 21 DAY OF APRIL, 2004 j. `1)(Comm. Oklahoma County\ g No.02003815 E My Comm.Exp.04-02-08 1 StPa u I Surety St.Paul Fire and Marine Insurance Company United States Fidelity mid Guaranty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Seaboard Surety Company St.Paul Medical Liability Insurance Company Bond No._400SS7949_ RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the "Act'). No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond and is effective the date of the bond. You should know that, effective November 26, 2002, any losses covered by the attached bond that are caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Act. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage, Under the Act, there is a cap on our liability to pay for covered terrorism losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insured and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is 0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BOND THAT PREMIUM IS CHARGED ANNUALLY. me&ftl POWER OF ATTORNEY all Seaboard Surety Company United States Fidelity and Guaranty Company St.Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. St.Paul Mercury Insurance Company 22553 Power of Attorney No. Cert ficate No. 2063169 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized undet the laws of the State of New York,and that Sr.Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,and that United States Fidelity and Gun only Company is a corporation duly organized tinder the laws of the State of Maryland,and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the "Companies"), and that the Companies do hereby make,constitute and appoint Gary Liles,Dwight Journey,Keith Shideler, Stan Deardeuff,Patsy A.Payne, Shelli R. Samsel and Travis E.Brown and Henryetta Rahman Oklahoma City Oklahoma of rite(Sty of ,State ,their true and lawful Attomey(s)-in-Pact, each in their separate capacity if more than one is named above, to sign its name as surety to,and to execute,seal and acknowledge any and all bonds,undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law 26d' February 2003 IN WITNESS WHEREOF,the Companies have caused this matmment to be signed and sealed this day of , Seaboard Surety Company United States Fidelity and Guaranty Company St.Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. St.Paul Mercury Insurance Company a�`Y^c�yf,�,=,.+"m=_ r4{,^`,�;l`°"Sysc"M°x,^Ax✓rL a�yo% _z;''�,`e'S.aT,nE._.soA_nLrp^"/°mtee` lS�tAYtMN�'0��C9*2 7 0 PGTC R W CARMAN,Vice Piesident isit ar State of Maryland _ City of Baltimore THOMAS E.HUIBRLGTSE,Assistant Secretary On this 26 day of. February 2003 before me, the undersigned officer,personally appeared Peter W. Carman and Thomas E.Huibregtse,who acknowledged themselves to be the Vice President and Assistant Secretary,respectively,of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercuty Insurance Company,United States Fidelity and Guaranty Company,Fidelity and Guaranty Insm once Company,and Fidelity and Guaranty Insmanee Underwriters,Inc.;and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized offctas. In Witness Whereof,I hereunto set my hand and official seal. @ pOTARP u&tc s My Commission expires the Is[clay of July,2006. �yo 0 REBECCA EASLEXONOKALA,Notary Public NE CiTV� E L862O3 Re86203 Rev-. —i 7-2002 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company,SL Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,United Slates Fidelity and Guaranty Company, Fidelity and Guaranty Instil ance Company,and Fidelity and Guaranty Insurance Underwriters,Inc on September 2, 1998,which resolutions are now in full tome and effect,reading as follows RESOLVED,that in connection with the fidelity and surety insurance business of the Company,all bonds,undertakings,contracts and other instruments relating to said business may be signed,executed,and acknowledged by persons or entities appointed as Anorney(s)-in-Pact pursuant to a Power of Attorney Issued in accordance with these resolutions. Said Power(s)of Attorney for and on behalf of the Company may and shall be executed in the name and on behalt of the Company,either by the Chairman,or the President,or any Vice President,or an Assistant Vice President,jointly with the Secretary or an Assistant Sec etary, under their respective designations. The signature of such officers may be engraved,printed or lithographed The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and subject to any limitations set forth tmerciu,any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company,and any such power so executed and certified by such ficsunilc signature and facsimile seal shall be valid and binding upon the Company with respect to any bond in undertaking to which it is validly attached;and RESOLVED FURTHER,that Atiorney(s)-fit-Fact shall have the power and authority, and,in any case,subject to the terms and limitations of the Power of Attorney issued them,to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,and other writings obligatory in the namre thereof,and any such instrument executed by such Auomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and Stressed to by the Secretary of the Company. I,Thomas E.HuhnegLse,Assistant Secretary of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company, St.Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,United States Fidelity and Guaranty Company,Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I hereunto set my hand this 9th day of April 2004 FoWry 92 '£:;,onR n' F iu�paawrto O mCMPox4mro�� , �(t�V-�.q/L SEAL%o? ' SEAL p i tae6 Y977 n 1951 (J Ci M1�tl M�s�ink Shy., N p �N An[S" � � Thomas E.Huibregls'e,Assistant Secleial Y To verify the authenticity of this Power of Attorney,call 1-800-421-3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney numbar, the above-na ned individuals and the details of the bond to which the power is attached. _ NOTARY ACKNOWLEDGMENT State of Oklahoma ) County of Oklahoma ) On this 9th day of April ,20 2004, Patsy A. Payne to me personally known, who did say that he is the Attorney-In-Fact of St. Paul Fire and Marine Insurance Company , duly appointed under a power of attorney which is now in full force and effect; and that said instrument was executed in the name and on behalf of said corporation by said Patsy A. Payne as its Attorney-In-Fact, and he acknowledged said instrument to be the free act and deed of said corporation. Notary Public, State of Oklahoma My commission expires:10/04/2005 Seal Commission# 01014847 � TRADE BID DOCUMENTS Only the following listed documents, identified in the lower right corner as "Bid Forms", shall be fully executed and submitted with the Trade Bid at the time of opening of Bids. Bid (Proposal) Bid Schedule(s) List of Subcontractors Non-Collusion Affidavit • Bid Bond (Bid Security Form) Bidder's General Information Failure of a Bidder to fully execute and submit all of the listed documents with the Bid will render a Bid as non-responsive and subject to rejection. • COVER SHEET TRADE BID FORMS • TRADE BID TRADE BID PACKAGE# 10 TRADE DESCRIPTION Structural Steel,Steel Joist Metal Decking and Misc.Metals BID TO: CITY OF PALM SPRINGS,CALIFORNIA The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreementwith the City of Palm Springs in the farm included in the Contract Documents (as defined in Article 4 of the Agreement)to perform the Work as specified or indicated in said Contract Documents entitled,TRADE BID FOR: PALM SPRINGS CONVENTION CENTER EXPANSION PHASE It PROJECT NO.02.27 Bidder accepts all ofthe terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and Instructions to Bidders,dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders,and will furnish the insurance certificates,Payment Bond,Performance Bond,and Permits required by the Contract Documents Bidder has examined copies of all the Contract Documents including the following Addenda(receipt of which is hereby acknowledged): Number One Date March 2, 2004 Number Two Date March 5, 2004 Number Three Date March 9, 2004 Number Two — Two Date March 9, 2004 Number Three - Ten March 17, 2004 • Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances,rules,and regulations),and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary. In conformance with current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirm the following as its certification: 1 am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self insurance in accordance with the provisions before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General Information,and Bid Band contained in these Bid Forms,said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s)named in the aforementioned Bidding Schedule(s). Date: March 22, 2004 Bidder: W & W Steel Comoanv By Charles L. Gossage Title: California Manager • TRADE BID TRADE BID FORMS -2 TRADE BID SCHEDULE • Lump Sum Price for Construction of The Palm Springs Convention Center Expansion Phase II Project No. 02-27 in the City of Palm Springs, California TRADE BID PACKAGE NO.: 10 TRADE BID PACKAGE DESCRIPTION: Structural Steel Steel Joist Metal Deckinq and Misc. Metals. TOTAL BID PRICE-(IN, UDING PERFORMANCE AND PAYMENT BOND PREMIUM) - $ � J Price in ii / Price in words Price in words BIDDER: W & W Steel Company BY: • Charles L. '"gisage TITLE: California Manager DATE: March 22, 2004 • City of Palm Springs TRADE BID SCHEDULE - LUMP SUM PRICE TRADE BID FORMS -3 INFORMATION REQUIRED OF BIDDER • LIST OF SUBCONTRACTORS As required under Section 4100, et. seq., of the Public Contract Code, the Bidder shall list below the names and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, and shall also list the portion of the Work which will he done by such subcontractor. After the opening of bids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words "and/or" will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor Percent License Of Total Work to be Performed Number Contract Subcontractor's Name & address 1._Steel Erection 523507 40% Eagle Iron Construction 14664 Rancho Vista Drive Fontana, CA 92335 2.Miscellaneous Steel 483440 10% ACSS 11020 Rose Avenue Fontana, CA 92337 3. Metal Deck 590332 5% McIntyre Company 3214 Produce Way, Unit A • Pomona, CA 91768 4. 5. 6. 7. S. • City of Palm Springs LIST OF SUBCONTRACTORS TRADE BID FORMS - 4 • NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY OFFEROR AND SUBMITTED WITH PROPOSAL State of California I I ss. County of C7Ae/ $(1 1 1, Charles L. Gossage being first duly sworn, deposes and says that he moc,tts is California Mqr of W&W Steel Company the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. • BIDDER W && WyStLeeel Company BY }^ 6 s tsr�r Charles . Gossag TITLE California Manager ORGANIZATION W & W Steel Comapanv ADDRESS 23152 VerducTo Dr, Suite 150 Laguna Hills, CA 92653 SUBSCRIBED AND SWORN TO BEFORE ME THIS-'' DAY OF ==� j i NOTARY PUBLIC IN AND F R SAID ,� y COUNTY AND STATE - MY COMMISSION PIR S �� ROBERT R, BALL Commission# 1403005 Notary Public-California �',y.%•F�`�„ Orange County "'�^' My Comm.Expires Mar 1,2007 City of Palm Springs NON-COLLUSION AFFIDAVIT TRADE BID FORMS - 5 1 BID BOND KNOW ALL MEN BY THESE PRESENTS, That W & W STEEL COMPANY as Principal, and ST. PAUL FIRE AND MARINE INSURANCE COMPANY as Surety, are held and firmly bound unto The City of Palm Springs, hereinafter called the "City" in the sum of (state in words and figures) TEN PERCENT OF AMOUTN BID (10Z) $ (Tan percent 110%.1 pr total emoum cl pr"p"sall for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a bid to said City to perform the Work required under the bidding schedule of the City's Contract Documents entitled: PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II City Project No. 02-27 NOW THEREFORE, if said Principal is awarded a contract by said City, and, within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders" enters into a written Agreement on the form of agreement bound with said Contract Documents, furnishes the required Certificates of Insurance, and furnishes the required Performance Bond and Payment Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by said City and City prevails, said Surety shall pay all costs incurred by said City in such suit, including a reasonable attorney's fee to be fixed by the court. SIGNED AND SEALED, this 16th day of March ,2004 W & W STEEL`COMPANY (SEAL) (SEAL) �1 L.«rlf ! �plj�olewN /r�lodt (SEAL) (Principal) ST. PAUL FIRE AND MARINE INSURANCE COMPANY (SEAL) (Surety) By: PatyP4ayne ( ' nature) Attorney—in—Fact SEAL AND NOTARIAL By: ACKNOWLEDGMENT OF SURETY (Si9natur BID BOND City of Palm Springs BID TRADE FORMS - 6 NOTARY ACKNOWLEDGMENT State of Oklahoma ) County of Oklahoma ) On this 16thday of March,20 2004, Patsy A. Payne to me personally known, who did say that he is the Attorney-In-Fact of St Paul Fire and Marine hrsurance Company, duly appointed under a power of attorney which is now in full force and effect; and that said instrument was executed in the name and on behalf of said corporation by said Patsy A. Payne as its Attorney-In-Fact, and he acknowledged said instrument to be the free act and deed of said corporation. Ao -g' 4 : Notary Public, State of Oklahoma My commission expires:10/04/2005 Seal Commission# 01014847 S lPau I Surety St.Paul Fire and Marine hisuiance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwi iters,hm Seaboard Surely Company St:Paul Medical Liability Insurance Company Bond No BID BOND RIDER CONTAINING DISCLOSURE INTOTICE OF TERRORISM COVERAGE This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the "Act"). No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond, and is effective the date of the bond. You should know that, effective November 26, 2002, any losses covered by the attached bond hat are caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Act. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. Under the Act, there is a cap on our liability to pay for covered terrorism losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insured and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is 0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BOND THAT PREMIUM IS CHARGED ANNUALLY. DeSl ftl POWER OF ATTORNEY all Seaboard Surety Company United Stales Fidelity and Guaranty Company St.Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. St.Paul Mercury Insurance Company 22553 Power of Attorney No. Certificate No. 1842701 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,and that Fidelity and Guaranty Insurance Company is a corporation duly organized order the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwiiters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the "Companies"), and that the Companies do hereby make,constitute and appoint Gary Liles,Dwight Journey,Keith Shideler, Stan Deardeuff,Patsy A.Payne, Shelli R. Sarnsel and Travis E.Brown and Henryetta Ralunan of the City of OlclahOxna City ,State Oklahoma ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign its name as surety to,and to execute,seal and acknowledge any and all bonds,undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or ermitted in any actions m proceedings allowed by law. IN WITNESS WIIEREOF,the Companies have caused this instrument tb pe siguod,�arrd sealed'thi3.\ day of February 2003 Seaboard Surety Company .�, 1`'' ` s �, nited Slates Fidelity and Guaranty Company St.Paul Fire mid Marine Iasurapce.C-'ompafij ) 's ➢�?" Fidelity and Guaranty Insurance Company St.Paul Guardian Insurane"esCnmpauy,��; ,t Fidelity and Guaranty Insurance Underwriters,Inc. St.Paul Mercury Insurance Colnpatfy' 5uscrYQ w.0 s sN ,NSA f 'W !ram F-- n;c 4 ♦'°•, 111 W �n e mN F �927 y9]] NCa1Aim PETER W CARMAN,Vice President Beni. ts5t 4'oO.,�' w„ot^„r;,,jf s.w��i eNt� � t$ �� l f�rn-ren State of Maryland 0 City of Baltimore THOMAS E HUIBREGTSE,Assiswin Secretary On this 26b day of February 2003 , before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E.Hulbregtse,who acknowledged themselves to be the Vice President acid Assistant Secretary,respectively,of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,United States Fidelity and Guaranty Company,Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.;and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers `//����/�,/.� ¢ NOTgR S o In Witness Whereof,I hereunto set my hand and official seal w p V g 0B((e My Commission expires the 1st day of July,2006. �eNEcm�o REBECCA EASLEY-ONOKALA,Notary Public { 86203 Rev,7-2002 Printed in U.S.A. BIDDER'S GENERAL INFORMATION PR) -QUALIFICATION OF TRADP CONTRACTORS: All prospective bidders who have not already submitted trade specific pre-qualification questionnaires for this project must be pre- qualified to subunit bids£or the project. Trade contractors roust be pre-qualified for each trade bid for which they wisli to submit a bid. The completed pre qualification questionnaires must be received at least five dM prior to the date of bid open specified in the Notice. Pre-qualification applications can be obtained at http://www.ci.palm-springs.ca.us./ (Go to "Departments" then to "Procurement", or the may be purchased from 7P Reprographics. Bid proposals submitted by trade contractors who have failed to successfully pre-qualify will not be accepted. l BIDDERS GENERAL INFORMATION City of Palm Springs BID TRADE FORMS - 7 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 SCOPE OR WORK PROVISIONS 10- STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS A. Scope of Work shall include, but not be limited to,the following Contract Documents: 1. All conditions as set forth in the City's Bid Package 10 Construction Documents, dated February 6, 2004, including the Safety Program dated February 6, 2004 (Exhibit A), Master Construction Schedule for Bidding Information (Exhibit B), dated February 6, 2004, General Liability and Automobile Insurance Limits (Exhibit C), dated February 6, 2004, Document List(Exhibit D), dated February 6, 2004, Construction Manager's Standard Provisions (Exhibit E), dated February 6, 2004, Temporary Utilities for Construction Purposes (Exhibit F), dated February 6, 2004 and Liquidated Damages (Exhibit G), dated February 6, 2004 are to be considered as part of the Work. 2. OSHA 30 Hour Safety Training Policy, as outlined, in the City's Safety Program, dated February 6, 2004. 3. Project Regulations and Logistics. Reference Paragraph "M" of the Scope of Work Provisions. B. Additional Instructions 1. The Contract Documents do not necessarily indicate or describe all Work required for the full performance of the Structural Steel, Steel Joist, Metal Decking and Misc. Metals Work. Trade Contractor is to provide all items required for the completion of the Work without adjustment to the Price. It is intended that the Trade Contractor shall be solely responsible for the inclusion of adequate amounts to cover all Work indicated, described, or implied, subject to code requirements and the reasonable intent of the Contract Documents. The Trade Contractor acknowledges and represents that they have: a) Visited the site and become familiar with the existing conditions, improvements and the overall physical condition of the site. b) Examined and fully understand the Contract Documents and all other exhibits, attachments, engineering reports, soils reports, special studies, and existing conditions to the extent necessary to perform the Work. The drawings, specifications, and other information listed as Contract Documents indicate the general scope of Work, and do not necessarily indicate or describe everything required for the full performance and completion of the Work. Trade Contractor shall be solely responsible for completing the Work in accordance with code requirements and the reasonable intent of the Contract Documents. c) Had an opportunity to request changes, clarifications and interpretations of errors, ambiguities, omissions and other matters which Trade Contractor has become aware of contained in the Contract Documents and Exhibits. d) Determined all procedures, techniques, phasing, sequencing, and schedules necessary or appropriate to complete the Work. e) Examined and fully understands Safety Manual and its rules, regulations and guidelines. 2. In addition, the Work will include the requirements of Construction Documents, General Conditions, Supplementary Conditions, and Division 1 General Requirements. 1 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 `i STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 3. Trade Contractor acknowledges that they will be working in an existing, fully functional Convention Center facility, and the work may include working within public right-of ways. As such, Trade Contractor will allow for the Owner's needs for security, delivery and cleanliness and will perform the Trade Contractor's Work without disruption of the facility or its systems and operations. The level of quality, detail, coordination, scheduling, phasing, sequencing, construction activities and aesthetics is expected to exceed normal industry standards. 4. Trade Contractor fully understands that the existing Convention Center will remain open for business and will be fully operational. This Contractor further acknowledges that occasionally the progress of the work will be impeded as a result of operating the existing facility. Any demobilization, remobilization, or any other associated costs related to this type of delay is not reimbursable. 5. Contractor to provide all drinking water containers, ice, cups, trash receptacles, etc. as necessary for Contractor's employees. 6. Trade Contactor acknowledges that Turner is the Construction Manager and as such has no field forces or material handling capability to assist Trade Contractor. 7. On the basis of the above and further examinations, investigations and studies which the Trade Contractor has made in connection with the Work, Trade Contractor represents and agrees that the Contract Documents and Exhibits are accurate to the best of the Trade Contractor's knowledge and that the Work can be performed in strict accordance with the terms of their Agreement with the City. C. Scope Of Work General Scope: 1. Provide all Structural Steel, Steel Joist, Metal Decking and Misc. Metals Work as required by the Contract Documents. The following items and descriptions of Work are particularly included and are not intended to limit the Trade Contractor's Work but to clarify or emphasize the Work. 2. All items listed under scope of work that are not specifically shown in the Contract Documents, or are necessary to perform this Work to completion, must be included by this Trade Contractor. 3. This Work includes, but is not limited to, all the Work specified in Section(s) This Work includes, but is not limited to, all the Work specified in Section(s) 01732, 01735, 05120, 05210, 05300, 05400, 05500 and 05700 of the Specifications. 4. The word "provide"when used herein shall mean Provide completely, including all costs for labor, material, equipment, travel, hoisting, scaffolding, tools, rigging and any other facilities necessary to complete the Work. 5. The word "remove"when used shall mean remove and dispose, unless otherwise noted 6. All required fees, sales taxes, haul route permits, freight or other ancillary charges associated with the performance of this Work are included. The Building Permit will be obtained and paid for by others. 7. Provide the complete, fully functional, code complying Structural Steel, Steel Joist, Metal Decking and Misc. Metal work to meet all the criteria of the Contract Documents, Exhibits, and all governing agencies. 2 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 8. Provide the complete Selective Demolition of the structural steel work to meet all the criteria of the Contract Documents, Exhibits, and all governing agencies. Selective Demolition must be coordinated with the Selective Demolition Trade Contractor and other Trade Contractors to ensure the areas before, during and after demolition are safe for work to continue. Coordinate all Area, Utility, Service and Equipment shutdowns with Turner, and other Trade Contractors. 9. Trade Contractor shall be responsible for providing Protection of adjacent surfaces. Sanitary protection of all loads or items being transported through or around the Existing Building of the Convention Center Facility, 10. Parking will be included in areas designated by the Project Superintendent at the City's discretion. 11. Remove general debris and leave Work area broom clean on a daily basis. Trade Contractor shall deposit all debris in trash bins. 12. Food & beverages will be allowed in designated areas only. The designated area will be located outside of existing and new building areas, and may be located offsite. Designated areas will be determined by Turner Construction Company. 13. A City Business License must be obtained within 10 business days after the start of the project. 14. Move-ins: As required to meet the schedule and performance of the Structural Steel, Steel Joist, Metal Decking and Misc. Metals portion of work. 15. The Working hours for the project will be 7:00 a.m. —3:30 p.m, daily. All off-hour work, deliveries must be scheduled through the Construction Manager. 16. Provide, install and coordinate all hoisting, rigging, scaffolding, fall protection and temporary bracing necessary for the safe execution of your Work required by OSHA and the City's Safety Program, which ever is most stringent will apply. 17. Work to be performed in areas: All Work areas shown or on Contract Documents. 18. Trade Contractor is responsible for performing an existing damage survey in areas of Trade Contractors Work in existing areas within five (5) days prior to beginning work. In addition, submit a typed list to Turner Construction Company on your Company's letterhead with the pertinent Company Representative certifying all damage noted is true and the list is complete. Any items not listed by the Trade Contractor's will be the responsibility of the Trade Contractor to correct to the satisfaction of Turner Construction Company and the Owner. Survey should encompass all areas within or around the limits of the demolition and construction. 19. Include traffic control, flagmen and staging for all activities, vehicles and equipment related to your work including deliveries. 20. Delivery of materials and equipment shall be scheduled and coordinated with Turner. 21. Provide travel expenses, including airfare, hotel, car rental for Turner's staff to conduct Trade contractor's fabrication plant during fabrication of the steel. A total of two (2) persons for two (2) days traveling during each visit. Include two (3) such trips during fabrication. 22. Provide layout/verification as required for the work unless noted otherwise. Reference lines and grades only will be provided City's surveying. Provide any required grade/elevation surveys. 3 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 23. All excavations shall be shored and braced as required. Loadings from existing structures and utilities and services shall be accounted in the shoring and bracing requirements. Engineered plans for shoring and bracing shall be provided if required. Provide required access/egress/ventilation into all trenches, excavations or confined spaces for all workers and governing agency inspections. 24. All required utility and systems shut-downs, or all area closures are to be scheduled and coordinated in advance with all agencies having jurisdiction of the work, including, but not limited to, the City, Building Department, Engineering, Public Works, Fire Department, Verizon, SCE, Gas Company, DWA, Fire Alarm Monitoring, Building Management Systems, Security and other agencies having jurisdiction, and with the Convention Center through Turner. Perform shut- downs and closures related work on off-hours, or approved schedule time frame as not to disruption of the facility or its systems and operations, as required. Provide 72 hour notification for any scheduled shut down. 25. Storage space on site is extremely limited. Use, placement and size of Trade Contractor jobsite office trailers and storage bins shall be reviewed and approved by Turner, and may not be allowed. Storage area will be located at the 5 Acre East Lot located at the Southeast corner of Avenida Caballeros and Amado Road, as noted in the Proposed Site Logistics plan, dated February 6, 2004. Limited Office Trailer space is available to the Trades that are required to provide onsite jobsite offices as noted in the Temporary Utilities for Construction Purposes (Exhibit F), dated February 6, 2004. 26. Notify DIGALERT (1-800-277-2600) a minimum of two (2) days before commencement of all excavating or trenching. 27. Provide on-site dust control and clean-up of soil, including the adjacent sites and streets, during the execution of the work. The PM-10 and SWPPP plans will be provided and maintain by the Site Demolition and Grading Trade Contractor through the duration of the project. However, coordination, removal and replacement of PM-10 and SWPPP measures to accommodate your work will be this Trade Contractor's responsibility. Coordinate your work, including impacts to the above plans with the Site Demolition and Grading Trade Contractor prior to start of your work. 28. All clean up of streets, adjacent properties and site debris, generated by execution of its work will be the responsibility of this Trade Contractor. 29. Provide all water required for construction, including dust control. The temporary water consumption costs will be paid for by the City of Palm Springs. 30. Protect in place all new and existing work within the demolition and construction limits, and the existing Convention Center that will be remain, reused, reworked or reconnected, unless otherwise noted. 31. References to Steel Trade Contractor shall mean Structural Steel, Steel Joist, Metal Decking and Misc. Metals Trade Contractor. References to Structural Steel, Steel Joist, Metal Decking and Misc. Metals Trade Contractor shall mean Steel Trade Contractor. 32. Specifically refer to Cutting and Patching, specification section 01732, and Selective Demolition, and Appendix Demolition Photographs, specification section 01735 for additional demolition, patching, reuse, rework or reconnect work required by your scope of work. 4 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE If CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 33. Site shall be enclosed with construction fencing with the boundaries conveyed on the proposed Site Logistics plan, dated February 6, 2004. All temporary removal, relocation and replacement of fencing to perform your work will be this Trade Contractors responsibility. Coordinate removal, relocation and replacement of fencing with Turner 72 hours in advance of commencement of work. Specific Scope: 1. Provide all Structural Steel, Steel Joist, Metal Decking and Misc. Metals Work as required by the Contract Documents for the safe, fully and complete Structural Steel, Steel Joist, Metal Decking and Misc. Metals scope of work. The items and descriptions of Work are particularly included and are not intended to limit the Trade Contractor's Work but to clarify or emphasize the Work. 2. Provide all Structural Steel, Steel Joist, Metal Decking and Misc. Metals including, but not limited to, labor, material, equipment, cranes, hoisting, lifting, deliveries, detailing, shoring, jacking, torquing, welding, cutting, removal, barricades, cable railing, protection, anchor bolts, anchor bolt templates, shims, columns, beams, beam seats, girts, saddles, base plates, plates, tube steel, bent plate, moment frames, tension bracing, box girder, girders, collection truss, steel truss, steel joist, bridging, doublers, bracing, x-bracing, ledgers, channels, ladders, roof ladders, pipe bollards, pylon framing, veneer framing, roll-up door frames, frames at louvers, angles, loading dock angles, roof and floor penetration frames and supplement steel supports, equipment supplement support steel, lavatory supports, toilet partition supports, all thread, folding panel partition supports, glass curtain supports, rigging assemblies, metal stairs, handrails, guardrails, sleeves, bolts, threaded rods, high strengths bolts, nuts, washers, fasteners, stiffeners, gussets, connection plates, connectors, rbs, coping, slots, hole, UT testing, notches, caps, hangers, metal decking, perforated metal decking, priming, nelson studs, rebar, closures, closure strips, etc, to complete all the Structural Steel, Steel Joist, Metal Decking and Misc. Metals scope of work. 3. Provide all submittals, certificates, mill certificates, test reports, shop drawings, details, (including connection details), as necessary to properly and accurately depict, acquire approval from Record Engineer, fabricate and install the Structural Steel, Steel Joist, Metal Decking and Misc. Metals. 4. Trade Contractor shall provide all field measurements necessary to assure that the Structural Steel, Steel Joist, Metal Decking and Misc. Metals properly and accurately fit into the new and existing conditions under which they are being installed. This field measuring shall occur both during the shop drawing and during the fabrication phase to minimize any potential problems that may occur during installation. 5. Shop drawings erection drawings will include all vertical and horizontal "dimensions" for complete layout and location information. 6. Provide a Project Superintendent to oversee the overall Structural Steel, Steel Joist, Metal Decking and Misc. Metals scope of work, as well as any subcontracted scope of work, and a fully qualified field foreman or foremen. All subcontracted work must provide a fully qualified superintendent or field foremen. 7. Provide Structural Steel, Steel Joist, Metal Decking and Misc, Metals in accordance with the Contract Documents. 8. Trade Contractor to provide complete anchor bolt plan with complete dimension layout from Column line reference points for use by Concrete Trade Contractor. This plan will be submitted to the ArchitecUEngineer for approval, and delivered to the Concrete Trade Contractor prior to setting of anchor bolts. Trade Contractor shall provide a qualified representative to inspect 5 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 9. placement of all cast in anchor bolts to ensure correction location prior to concrete pours. Additionally, the Trade Contractor's qualified representative shall be present during concrete pours to monitor that bolts are not moved during pours. Concrete Trade Contractor shall assist in these observations. Provide notification to Turner should locations be determined incorrect. Additionally, Trade Contractor shall provide field verification and as-built study of each bolt prior to and during fabrication of all steel. Any discrepancies in location vertically or horizontally shall be noted and reported to Turner. 10. Trade Contractor shall specifically include scaffolding, shoring, bracing, hoisting, lifting, cranes, etc., to complete the all the Structural Steel, Steel Joist, Metal Decking and Misc. Metals work. 11. Trade Contractor shall include all shimming and leveling of all Structural Steel, Steel Joist, Metal Decking and Misc. Metals work. This includes, but not limited to, the metal decking joints at the "sloped" West Canopy, Pre-Function and Registration roof to ensure joint with the roof insulation is not transferred to the finished roof material. Coordinate this installation with the Roofing Trade Contractor. 12. Trade Contractor shall coordinate locations of staging and hoisting, including the path (including below) of any hoisted material, including crane hoisted. Trade Contractor shall properly barricade areas and path of hoisting. 13. Trade Contractor shall notify the Airport of all crane staging and hoisting, 72 hours in advance. This notification shall be scheduled through Turner. 14. Trade Contractor shall remove all existing fireproofing and paint/primer as necessary to weld steel to the existing steel. New steel shall be prepped accordingly to accommodate sprayed on fireproofing material. Coordination meeting with the Drywall/Metal Stud Framing/EIFS/Insulation/Fireproofing Trade Contractor shall be required. 15. Coordinate Structural Steel, Steel Joist, Metal Decking and Misc. Metals work with Convention Center, through the CM, since new steel may be located over or near existing public occupied areas. Pre-planning staging and hoisting meeting and plans will be submitted to Turner. 16. Shop prime all Structural Steel, Steel Joist, Metal Decking and Misc. Metals except where steel is required to be galvanized or fireproofed, or welded in the field. After welding, areas not to receive galvanizing or fireproofing shall be primed painted. 17. Provide welding curtain to shield arc-welding operations from site by other trades, workers, employees, conventioneers, public view, etc. Provide welding curtain, including rooftop welding where adjacent Hotel/Condominium guests and residents, could sustain eye damage from observing roof top welding unintentionally. 18. Obtain flame permit (hot work) on daily basis from CM for all welding operations. All hot work to be signed off as safe at conclusion of each work day. 19. Provide fire watch after each day's welding operations (hot work) to ensure all threat of ignition to existing structure is eliminated. Return flame permits after each day's welding operation and fire watch is completed. 20. All welders shall be certified and qualified as per ASWS standards. Trade Contractor shall furnish welding procedures and certifications for all welders performing work. 21. Provide welding truck with its self-contained power source, and proper leads, as temporary power to welders will not be available. 6 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 22. Provide all channel and tube steel frames, including angle frames, at roll-up coiling doors. 23. Provide steel frames at all new louver openings. 24. Include the following embedded items for installation of the misc. metals by other trades. The items include, but not limited to, angles, pipe bollards, anchor bolts and accessories. Coordinate installation with Concrete and other Trade Contractors. 25. Provide continuous bent plate for attachment of metal stud framing. Coordinate the installation of the structural steel continuous bent plates with Drywall/EIFS Trade Contractor. 26. Provide all anchorage, fasteners, supports, and welding for installation of your work. 27, Coordinate, through Construction Manager, welding, bolt testing and nelson stud welding with Deputy and City Inspections. 28. Include all costs, permits and fees associated for the loading and unloading of steel, including crane, street use and access permits. 29. Provide all holes, cutouts, and copings at steel. 30. Properly tag and permanently identify all new steel, including all FOB items, delivered to the project. 31. Provide all grinding, sanding, and touch-up of surfaces and weld joints to prepare metal products for paint and other finishes. 32. Provide all layout and engineering for your work from control lines established by others. All survey control, including benchmarks, lines and grades, lost or damaged by this Trade Contractor's operation will be this Trade Contractor's responsibility. 33. Trade Contractor shall review other pertinent Contract Drawings for the coordination of steel with other trade's scopes of work. 34. Coordinate and schedule all deliveries and hoisting with the Turner seventy-two (72) hours in advance. 35. Coordinate installation of this work with other Trade Contractors through the Construction Manager. 36. Provide daily clean up and removal for all debris generated by your work. 37. Provide Daily Construction Reports to Construction Manager. 38. Provide fully engineered shoring with structural calculations for all shoring at areas or structures to be demolished or demolished, retrofitted and reconstruction. Engineered shoring plans and calculations shall be submitted to the Structural Engineer through Turner for ample time to allow review and comment. Shoring areas shall include, but not limited to, existing loading dock canopy framing at gridlines LA, L.8, and Q.1, and building structure at gridlines H.9, M.2 and Z.5. Shoring shall be in place prior to demolition, removal or re-construction. 39. Provide new steel supports and framing at all new roof and wall openings, including but not limited to, roof intake vents, roof drains, and mechanical equipment openings. 40. Coordinate temporary weather protection materials at existing roof and wall tie-in of new steel to existing steel. Remove and replacement to accommodate work shall be this trade contractor responsibility. 7 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE 11 CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 41. Provide bent plate edge form/closures at perimeter edges and openings. 42. Provide embed plates, anchors, nelson studs, etc. where structural steel is supported by or attached to CMU. CMU wall will be built prior to structural steel erection. This includes at new roof structure steel at loading dock electrical room. 43. Provide two (2) erection crews to erect the Structural Steel, Steel Joist, Metal Decking and Misc. Steel generally within two (2) areas of the facility. The two (2) areas generally include the Exhibit Hall / East Mezzanine / Loading Dock / Administration Areas, and the West Canopy, West Pre- function / West Registration / Ballroom / West Mezzanine, and Kitchen areas. Provide detailing, shop drawings, fabrication and delivery to allow the above referenced work to commence as noted. 44. If the steel erection requires the crane to be located within the footprint of the building, coordinate with the Grading, Concrete and Utility's Trade Contractor for a safe path of travel without damage to foundation concrete or utilities, or an area of native graded surface to stage crane. 45. Provide prime paint at structural steel that is not encased in concrete, galvanized, to receive spray on fireproofing, or in contact with surfaces of high strength bolted connections. Include cost to touch-up all field welds with primer or galvanizing. 46, Provide all non-vertical Nelson anchors and rebar attached to structural steel. Nelson studs associated with the installation of the metal deck with be provided and installed by the metal deck Trade Contractor. Provide all field welding of rebar to structural steel. 47. Furnish FOB Jobsite, all foundation anchor bolts and templates for installation by others. Templates shall not interfere with the placement of reinforcing steel. Steel Trade Contractor shall be onsite to verify anchor bolt installation prior to and during all concrete placement. Prior to the start of structural steel erection, this Trade Contractor shall survey and verify anchor bolt and top of concrete footing locations and notify Turner of any discrepancies between actual location and the shop drawings. One leveling nut per anchor bolt pattern will be set to elevation by others. Steel Trade Contractor will be responsible to transfer this elevation to other leveling nuts. 48. Furnish, install and maintain all ladders required for access to the Work by Trade Contractors, Turner, inspectors, etc. 49. Provide all power as required for welding and all aspects of the Work. 50. Provide steel support and metal decking as required to infill the existing mezzanine opening at the demolished ships ladder located approximately between gridlines Q.1 and R.2 and 34 and 36. 51. Provide any temporary shoring and bracing required for the erection of the Work, including but not limited to, all miscellaneous iron angles, braces, shoring or framing required to maintain the integrity of the structural steel work. 52. Provide traffic control, signalmen, and barricades as necessary for the performance of the Work while entering and exiting the jobsite. Traffic control personnel shall wear orange safety vests and have stop/slow signs when directing traffic in the street at all times. Trade Contractor will supply any traffic cones or signs required by the City of Palm Springs- 8 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 53. All Trade Contractor and Subcontractor's employees shall be fully tied-off(100% fall protection) at all times when exposed to a fall exposure of 6 feet or greater. Provide safety cables and tie-off points to provide accordingly. 54. Provide two (2) strands of 3/8" safety cable and toeboard around the perimeter of each floor and roof level and at all interior openings. Cable shall be located at code heights measured after concrete decks are placed. This includes locations of where demolition of roof, structural and parapets at gridlines, LA, L.8 and Z.5. Include intermediate posts as required to comply with OSHA regulations so that installation of exterior metal studs, stairs, shaft wall, and other nearby work can occur unimpeded. Cable shall remain in place until it is no longer required, at which time cable shall be removed by this Trade Contractor. Safety cable and installation shall meet all OSHA requirements to provide tie-off for fall protection. The two (2) strand perimeter safety cable shall have a turnbuckle, on each strand, at each corner of a building area, and at certain other bays as may be required. Trade Contractor shall coordinate the location with Turner of eyebolts and/or any device welded to steel columns or beams that are used to support the safety cable. Provide cable tabs on all sides of all columns, capable of restraining OSHA required fall protection loads, for the metal deck workers, or other Trades as required, to install their own cable for fall protection tie-off. 55. Provide safety post at locations to be coordinated with Turner at locations to eliminate conflicts with future trades, and at perimeter to eliminate conflicts with exterior wall trades. A minimum of three (3) clamps shall be required on all safety cable. Provide a second set of posts and cable 3' from the perimeter of all roofs and setback areas, or coordinate the location of the roof perimeter protection so that it can be left in place during and after the roof parapet construction where feasible. Safety post shall remain in place until it is no longer required, at which time the safety post shall be removed by this Trade Contractor. 56. Delivery of material FOB furnished, shall be delivered, phased or sequenced, so as not to impede the work of other Trade Contractors. 57. Trade Contractor shall furnish all labor, material and equipment necessary to receive and hoist to the appropriate floor and/or roof level metal deck, nelson stud anchors, closure angles/plate and accessories. Decking accessories shall be bundled with decking lifts. Trade Contractor shall provide chokers, slings and/or any other apparatus required for the complete hoisting of the metal deck (hook and unhook truck to floor and/or roof). This operation shall be coordinated with Turner decking shall be place with such timeliness so as to permit its use as safety planking and/or a working deck for the erection of the structural steel. During the time the metal decking is used for safety planking and/or a working deck, Trade Contractor shall be responsible for damage to the metal deck caused the performance of the Work. Metal decking removed by the Trade Contractor shall be replaced and tack welded as needed. 58. Trade Contractor shall furnish all labor, material and equipment necessary to receive and hoist to the appropriate floor and/or roof level, reinforcing steel and welded wire mesh reinforcing for the Concrete Trade Contractor. Hoisting of these items shall be done in the same fashion as the metal deck hoisting. 59. Provide licensed shoring contractor to shore and make safe the existing areas which require shoring. Shoring contractor shall provide jacking of existing structure as required for the installation of new, removed or modified steel. 9 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE 11 CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA _ TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 60. Structural Steel, Steel Joist, Metal Decking and Misc. Metals Trade Contractor acknowledges that there are areas which the structure is being demolished and /or retrofitted, and as such, the Structural Steel, Steel Joist, Metal Decking and Misc. Metals Trade Contractor will coordinate with the Selective Demolition Trade Contractor, and all other related Trade Contractors. This Trade Contractor shall demolish structural steel and metal decking at the existing Loading Dock Canopy between LA and L.8 as necessary for complete reconstruction of this area in accordance with the new steel and the intent of the Contract Documents. Provide engineering shoring of existing Loading Dock Canopy structure prior to this demolition and throughout relocation and reconstruction of the steel in this area. This area of demolition and reconstruction shall be phased. 61. Demolition Trade Contractor shall remove concrete encasement of the column at approximately gridline 34.6 and immediately west of Q.1. This Trade Contractor will demolish the steel column and connection at this location, and shall provide the new column shown, immediately north of the column to be demolished. Steel Trade Contractor shall coordinate this work with the Selective Demolition Trade Contractor. Shoring in this area prior to demolition and throughout relocation and reconstruction of the column shall be provided by the Selective Demolition Trade Contractor. Selective Demolition Trade Contractor shall remove ample area of EIFS and framing above to allow removal and installation of the column and beam connections in this area. This area of demolition and reconstruction shall be phased. 62. Steel Trade Contractor shall remove structural steel at gridlines Z.5 between 26 and 32 as required to complete the new box girder work. Provide engineered shoring of the girder/beams/truss at Z.5 at approximately 26 and 32 for column removal at gridlines 26 and 32. Trade Contractor shall remove existing columns and provide new columns at 26 and 32 after footing have been replaced. Existing footings at 26 and 32 will be removal by the Selective Demolition Trade Contractor. Shoring shall remain until new work is complete and acceptable to the Structural Engineer. Any subsequent shoring of beams supporting existing structures at the demolished column locations, and the reconnection of existing beams to the new columns will be completed by this Trade Contractor. The structural steel removal in this area will include engineered shoring to support the structure while existing columns are removed and replaced, as such; the Steel Trade Contractor shall coordinate its demolition with the shoring operation, Demolition and Concrete Trade Contractors. Provide all jacking as required to complete this work. Provide all moment frame modifications to existing as required. Prior to the demolition in these areas, the demolition and sequence must be reviewed onsite with the Architect and/or Engineer, Concrete, Demolition and MEP Trade Contractors prior to commencement of work. 63. Selective Demolition Trade Contractor shall provide demolition of the EIFS exterior wall and framing where required to at gridlines 33.9, H.9 and M.2. This work cannot commence prior to Drywall/EIFS has provide connections to support the upper portion of the exterior walls to remain at gridlines 33.9, H.9 and M.2. 64. Provide structural steel rigging points with supplemental steel supports at new Ballroom and new Exhibit Hall expansion. Coordinate rigging heights with finish ceiling and locations with other trades and the PSCC. 65. Provide removal of columns and shore structure along gridline H.9. Replace columns after new steel and footings that conflict/interfere are installed. 66. Provide new ships ladder and railing assemblies. 67. Provide installation of all railings/guardrails. This includes coring of concrete and installation of grout epoxy where sleeves are not provided or practical. 10 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 68. Coordinate remove of EIFS, framing and drywall for access to new to existing or new to new structural steel or the demolition of existing structural steel, including wall columns at H.9 line at the exterior wall of Oasis #4. Coordinate this work will the Demolition and Drywall/EIFS Trade Contractor's. 69. Provide steel framing at roof opening for mechanical mezzanine roof intake vents. 70. Trade Contractor shall acknowledge that the existing Loading Dock ramp, slab, walls, columns and canopy will be demolished in a minimum of three (3) separate phases. The 1" phase will commence with the demolition of the existing loading dock ramp, wall, footings, columns, and slabs and canopy structure, including structural steel from approximately gridline H.9 to gridline LA by the Demolition Trade Contractor. The 2n0 phase will commence with demolition of additional canopy structure in a separate move-in conjunction with the Structural Steel Trade Contractor between LA and approximately L.8. The Selective Demolition Trade Contractor shall remove the loading dock canopy in this area to the structural steel framing and metal deck. Upon completion of the Selective Demolition Trade Contractors work this Trade Contractor will remove the structural steel and metal decking between LA and L.B. Please note shoring of structure will be required during demolition of canopy structure in this area. 71. Comply with all regulations and laws applicable to handling and disposing of any demolished material. 72. Provide barricades to protect the Convention Center pedestrians, employees, conventioneers and other Trade Contractors working near and around the areas of Structural Steel, Steel Joist, Metal Decking and Misc. Metals work. Provide all safety notification signage within the interior and exterior of the area for notification of ongoing steel erection throughout the project. 73. Provide barricades to protect the Convention Center pedestrians, employees, conventioneers and other Trade Contractors working near and around the areas of structural demolition. Provide shoring as required, and all safety notification signage within the interior and exterior of the area for notification of ongoing steel demolition throughout the project. 74. Demolition of east Main Lobby Pre-function will not commence until after temporary partitions are installed and utilities & MEP that are routed through the demolition areas are re-routed and service is re-established. In addition, shoring plan must be engineered, approved and in place. 75. Provide coordination of demolition of existing E.1 F.S. and exterior metal stud framing walls with the Drywall/EIFS Trade Contractor's. Work will be phased and completed in conjunction with Steel and Framing operations. Demolition of EIFS at locations where new structure attaches to existing, this shall include but not limited to, area of new loading dock canopy, new west registration, new east exhibit hall, new loading canopy structure, new "mesquite corridor" structure, existing loading dock canopy, new kitchen shell and new Ballroom. Demolition of this EIFS system is the Selective Demolition Trade Contractor's responsibility. Provide protection barricades and fall protection, including OSHA approved safety notification signage over all penetrations and openings until permanent construction is in place. 76. Coordinate Structural Steel, Steel Joist, Metal Decking and Misc. Metals erection with the all Trade Contractors. 77. Provide ventilation for any exhaust/fume-producing equipment within the building or confined spaces. 78. Provide diligent efforts so that exhaust/fumes are not introduced into the Building Outside Air Supply, louvers, or building Air Intake locations during steel work. This specifically includes louvers located at mezzanine mechanical room. 11 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 79. Provide diligent efforts so that exhaust/fumes are not introduced into the Building return air system, louvers, or building Air Intake locations during steel work. This specifically includes louvers located at mezzanine mechanical room. 80. Protect all existing finishes and materials to remain. 81. Provide fire extinguishers at all welding locations for protection and safety. 82. Structural Steel, Steel Joist, Metal Decking and Misc. Metals Trade Contractor shall provide all of its own dumpsters for the Structural Steel demolition scope of work. These dumpsters are not the dumpsters to be provided for"other trades" under the provisions listed in the Contract Document, Bid Package 1, Exhibit"F", dated February 6, 2004. 83. Provide all cranes, cabling, ladders, scaffolding, lifts, safety equipment, etc. as required to safety and fully complete this trades scope of work. 84. Grind smooth all cut welds clean after removal of Structural Steel during the steel demolition. 85. Provide a list of all areas where existing fireproofing has been removed in order to weld to existing. List shall be provided to Turner for patching of fireproofing by others. 86. Provide and install protection where work occurs over finishes to remain and finished areas during the steel work. 87. Maintain protection of storefront at Mesquite Meeting Rooms during steel work. 88. Provide coordination of all structural steel demolition and removal to be demolished by this Trade Contractor with the Selective Demolition Trade Contractor prior to start of work by either Trade Contractor. 89. Provide coordination of all drywall and E.I.F.S. demolition to allow access with Drywall/ E.I.F.S. Trade Contractor. 90. Provide fall protection and barricades at all roof opening or leading edges, where parapet or structure has been demolished. This specifically includes at the east Exhibit hall, Oasis#1 &#2, and adjoining areas roof where the new structure meets the old structure and the west edge of the demolished loading dock canopy, at LA and L.8. 91. Provide all detailing, welding, steel beams, columns, angles, bracing, channels, plates, rings, and all related supplemental steel components for the complete pylon structures steel. Gauge studs and blocking will material shall be provided by Drywall/EIFS Trade Contractor. Coordinate connection plates locations and installation with the Drywall/EIFS, Masonry and Trade Contractors. 92. Provide steel and bracing with connectors for the glass curtain wall. Coordinate with the Drywall/EIFS and Glazing Trade Contractors. 93. Provide all detailing, welding, steel beams, channels, angles, bracing, plates, all-threaded and related components for the complete toilet partitions support steel. Coordinate with Toilet Partition Trade Contractor. 94. Provide all detailing, welding, steel beams, channels, angles, bracing, plates, and related components for the complete folding panel partition support steel. Coordinate with Folding Panel Partition and Drywall Trade Contractors. 12 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 ' STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 95. Provide all welding of bent plate after studs or framing have been aligned and plumbed. Coordinate connection plates locations and installation with the Drywall/EIFS Trade Contractor. 96. Provide structural revisions to modify existing trellis at south side of new east exhibit hail expansion caused by the demolition as required by the Contract Documents. 97. Provide coordination of ductwork at Exhibit hall expansion new truss layout. 98. Provide new steel beam at underside of Cooling tower deck to support new loads. Coordinate installation with the exact equipment layout. Remove all fireproofing for field welding connections. 99. Provide new folding panel partition support steel for the extension of track and partition panels at the existing Oasis#1/#2 between Z.5 and AA(north/south new partition). 100. Provide all angles and bent plate at location of expansion joints. 101. Provide new s.s. lavatory support steel in accordance with Contract Documents. Include complete installation and protection of finished/exposed steel until installation of new countertops by others. 102. Provide sliding beam seat assemblies, including but not limited to, sliding beam seat assemblies as shown on S7.4.05. 103. Provide tension bracing with stiffener and connection plates. Remove paint/primer for field welding to existing structure. Prime welds after tie-in of new and existing is complete. Tension bracing reconnection to existing truss will be schedule as a separate phase as the work west of the temporary wall must be coordinated with the Convention Center as the exhibit hall may be in use. Provide protection of surfaces and finishes during welding operation. Coordinate bracing prior to installation of temporary wall installed by Drywall/EIFS Trade Contractor. 104, Provide all steel members where gauge framing attaches to structural steel. Coordinate this work with the Drywall/EIFS Trade Contractor. 105. Provide rebar at all bent plate, including but not limited to, rebar at bent plate as shown on S7.3.01. Coordinate this work with the Concrete and Metal Deck Trade Contractors. 106. Provide new 3" angle at connection to existing, as shown, but not limited to, 2/S7.3.01. Coordinate with the Concrete and Metal Deck Trade Contractors. 107. Provide new masonry wall floor lintel to support new masonry wall at loading dock electrical room where wall passes over existing utility trench. Additionally, provide trench plate modifications to allow plates to be removed at each side of new masonry wall. 108. Remove existing connections and provide new moment frames connections at gridlines 31.9 and 33.9 between H.9 & M.2. Provide shoring as required. 109. Remove existing connections and provide new moment frames connections and columns at gridlines H.9 & M.2 between 31.9 & 33.9 and L.3 and K.2 between 31.9 and 36. Provide shoring as required. Coordinate demolition locations for access points. Remove all fireproofing and required to make connections including welding. 13 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 110. Provide ledger angles, including but limited to, the ledger angles shown on 6/S7.3.01. 111. Provide all entry canopy steel framing including, but not limited to, S3.0.01. 112. Provide all tube steel columns located at partition walls of the ballroom. 113. Provide slopes and camber at all steel and steel joist as required. 114. Provide tops and bottoms of all joist chords as required. 115. Provide all angles to support the fascia framing including but limited to, the angles to support the fascia shown on S7.4.05. Coordinate locations and installation with the Drywall/EIFS Trade Contractor. 116. Provide modifications or replace the existing beams at location of new columns where existing beams once tied into the demolished columns at 26 and 32 and Z.5. 117. Trade Contractor to provide complete nelson stud anchor plan. This plan will be submitted to the Architect/Engineer for approval. 118. Coordinate metal decking with all Trade Contractor's, specifically, the Concrete, Steel and Roofing Trade Contractors. 119. Provide continuous closures, including all openings and penetrations. Coordinate the installation of the structural steel continuous bent plates with Steel and Drywall/EIFS Trade Contractors. 120. Provide all anchors, fasteners, supports, and welding for installation of your work. 121. Provide patching of deck at all holes and cutouts, including locations of cable railing and safety posts. 122. Provide metal decking cut out at new roof and deck openings, including but not limited to, roof intake vents, roof drains, and mechanical openings. 123. Provide continuous tie-down of metal decking material due to high winds common in the area. 124. All metal decking shall be welded-off, inspected securely fastened prior to other trades proceeding with work upon the deck. 125. All metal decking above work areas below(slab on grade and elevated decks) shall be welded-off, inspected securely fastened prior to other trades proceeding with work below the deck. 126. Provide bent plate edge form/closures at perimeter edges and openings. 127. Provide repair of metal decking at location of new columns at existing mechanical mezzanine as shown on S5.0.17. Metal Decking will be removed for access and replaced/repaired after new columns are installed. 128. Provide metal decking removal and repair at roof opening for mechanical mezzanine roof intake vents at existing roof. Provide fall protection at all openings. 129. Provide cleaning of all metal decks. Decks to be"blow-off' by others. 130. Repair existing metal deck at locations of demolished/and new tie-in locations. 14 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 131. Provide 'leave-outs" at metal decking to allow for new HVAC equipment within the new building areas. Provide protection around 'leave-outs" until decking is secured by this Trade Contractor after equipment is set. Scope of Work Allowances: A log of hours used will be kept and a credit will be provided by this Trade Contractor to the City at the end of the project for any remaining unused hours. Turner Construction Company Field Superintendent will issue a Superintendent Instruction to Trade Contractor (SIS) authorizing your Firm to begin the utilizing the allowance hours. The Trade Contractor will provide a Daily Time Ticket with a description of work, manpower quantity, and the number of man-hours worked. Trade Contractor Daily Time Ticket must be presented daily to Turner Construction Company for approval. Upon completion of the Work performed within a given month, the Trade Contractor is to present those monthly costs to Turner Construction Company in the form of a Trade Contractor Request for Change Order with Daily Time Tickets that reflect the cost attached. All Final Costs associated with the Work, upon Turners approval, will be reconciled and issued to your Firm in the form of a Trade Contractor Change Order by the City. A Change Order must be executed by both the City and the Trade Contractor prior to billing for this work. The following Allowances are specifically included in the workspace: 1. Include a cost allowance of 100 man-hours of Journeyman Steel Erector for miscellaneous work, to be used only at the direction of Turner Superintendent. D. Exclusions The following items are specifically excluded from the Work: 1. Building Permit fees by Owner. 2. Testing for or removal of Hazardous Material by Owner. 3. Temporary Boundary Fencing. 4. Demolition of Porte Cochere/Trellis Steel. E. Taxes 1. All sales, use and other taxes which may be required must be included. F. Insurance Requirements 1. Provide the following insurance for Combined Single Limit or Aggregate, in the amounts described: A. Comprehensive General Liability, in the amount of 5,000,000.00, including: a. Premises and Operation b. Elevators c. Independent Contractors d. Blanket Contractual Including Liability Assumed by Insured under the Subcontract. 15 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 B. Comprehensive Automobile Liability in the amount of 1,000,000.00, including: a. Owned b. Non-owned C. Hired Automobile Exposures. 2. Turner Construction Company shall be named as additionally insured on all required insurance certificates/policies G. Material Delivery, Handling and Protection 1. This Trade Contractor shall securely store all their jobsite materials to prevent the occurrence of any condition which could contribute to a hazardous material contamination, fire, explosion or other calamity. 2. Provide traffic control and signal men as necessary for deliveries to the jobsite. 3. No staging area will be provided due to the limited Work space of the Project. All material deliveries must be scheduled and approved in advance. 4. All material handling equipment required for loading, transportation, receiving, unloading and disbursement is included. 5. Construction security will not be provided. Trade Contractor shall be responsible for its materials and equipment stored on the project until installed and accepted by the Owner. 6. Trade Contractor fully understands that there is limited storage space onsite for materials. Stockpiling on floors to be minimized and located as directed by Turner. From time to time, relocation of stockpiled materials and equipment on floors and on site may be required as directed by Turner. Trade Contractors will not be entitled to additional compensation for relocating equipment or materials as necessary to allow for the efficient progression of the work. H. Mock-Ups—As noted in the Contract Documents, but including but not limited to: 1. A Pylon structure will be complete as a mock-up and therefore the steel framing will be necessary to commence with other trades for Architect's review and acceptance of the finishes. 2. A portion of the curtain wall will be completed as a mock-up and therefore the steel support steel will be necessary to commence with other trades for Architect's review and acceptance of the finishes. I. Schedule 1. All Work is to be performed in accordance with the Construction Manager's Project Construction Schedule, Exhibit B, dated 2/6/04. A detailed schedule and corresponding Schedule of Values will be required from all Contractors within 10 days from award of Contract, and will be used in developing, updating and modifying the Construction Manager's Project Construction schedule. Trade Contractor's will acknowledge that the Project Construction Schedule will include "multiple move-ins', "out of sequence," and "phasing" of the work. Trade Contractor shall provide a three (3)week look ahead schedule of its work on a weekly basis. 16 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 2. The Trade Contractor shall provide, within ten (10) days of Contract award the following: a) A detailed schedule of values, with the appropriate system/work breakdown, for each building, which shall be used for monthly progress billings. The schedule of values shall be prepared on the AIA G702/703 forms or a similar form as approved by Turner and City. b) A breakdown, with detail by system as required, of material and labor percentages. c) A detailed schedule of this trades' work, including submittals/shop drawings, material/equipment fabrication, delivery, installation, start-up/testing/commissioning and closeout. d) An estimate of the monthly value of work-in place and manpower. e) Provide schedules, progress updates, submittal dates and shipping and delivery confirmations as requested by the Constriction Manager. 2. Trade Contractor shall be responsible for the cost of all overtime, shift time differentials, and other premium time costs required to "expedite" or "make-up" delays to the schedule caused by this Trade Contractor. This includes, but is not limited to, work in excess of eight hours per day, forty hours per week, and/or work on Saturdays, Sundays and Holidays. All off-hour work must be scheduled through the Construction Manager. 3. All "tie-ins' or "shut-downs" and other impacts must be scheduled through Turner at least 72 hours in advance. All related costs, including overtime, are included in the subcontract price. 4. Whenever an actual or potential labor dispute, involving the Trade Contractor, delays or threatens to delay the timely performance of the work, the Trade Contractor shall promptly give notice thereof in writing to Turner. If as a result of any labor dispute, a special gate is designated by Turner for ingress and egress by the Trade Contractor to the job site, the Trade Contractors and suppliers will comply with the requirement to use only the designated gate. Special budging may be required as long as the Trade Contractor is restricted to the reserved gate. 5. Punchlist items are to be completed within 10 days of the punchlist issuance. Any Turner supervision costs required to complete punchlist items after the 10 day period will be backcharged to the appropriate Trade Contractor. 6. In addition, Trade Contractor shall complete various portions of, or acknowledges special conditions regarding the Work. The following is not to limit this Trade Contractor's Work, but to emphasize various or special conditions regarding the schedule. The items are as follows: a. Steel demolition and shoring areas will be considered separate move-ins. b. Construction of east portion of kitchen shell will commence existing east portion of loading dock is demolished and new loading dock has been completed. This area will be considered a separate phase. b. Trade Contractor shall expedite the structural steel in accordance with the Master Construction Schedule. c. Installation of the tension bracing will be considered at separate phase due to its location above the existing exhibit hall. 17 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 J. Schedule of Values 1. The Trade Contractor shall provide, within ten (10) days of Contract award the following: a. A detailed schedule of values, with the appropriate system/work breakdown, for each building, which shall be used for monthly progress billings. The schedule of values shall be prepared on the AIA G702/703 forms or a similar form as approved by Turner and City. The schedule of value shall be itemized breakdown, including but not limited to, material, equipment, labor, submittals/shop drawings, closeout, training, allowances, safety, clean-up, and shall be detailed by areas, major disciplines and systems. 2. Provide an estimate of the monthly value of work-in place and manpower. K. Submittal Schedule 1. Provide a fully itemized submittal including material and equipment lead time, including shipping and delivery dates. Provide weekly shipping schedules and delivery dates, including schedules of shipment"PRO Xs" as requested by the Construction Manager. 2. Provide complete shop drawings, samples and product data submittals as required and per specifications for approval within three (3)weeks of the Contract Award. L. Other Information: 1. The name and address of the Owner is: City of Palm Springs 3200 E. Tahquitz Canyon Drive Palm Springs, CA 92262 760-323-8239 2. The Project is being funded by City of Palm Springs. There is no lender. 3. The Trade Contractor shall have one key field supervisory staff person register and complete, within three months of contract award, the Turner/OSHA 30 hour safety certification training course via the Turner Knowledge Network (TKN) on the Internet($595 per person). M. Proiect Regulations and Logistics 1. Safety Manual, Exhibit"A" and as specified below: a) Hardhats b) Workboots c) Safety Glasses d) Safety Gloves e) Proper attire such as shirts with sleeves and long Work pants. f) No illegal substances or alcohol on or near the project. 18 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NUMBER: 02-27 TURNER PROJECT NO. 8640MA TRADE BID NUMBER: 10 STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS February 6, 2004 g) All Trade Contractor equipment is to be inspected on a daily basis for safety compliance. h) Once again, cleanup is to be done on a daily basis. Cleanliness is a major attribute to safety. Trade Contractor shall provide one (1) journeyman laborer for every ten (10) of it employees for a composite clean-up crew. Composite clean crew will be used at the direction of Turner Superintendent or Safety Manager. i) Trade Contractor Daily Reports (DCR). j) Trade Contractor Daily Equipment Inspection List. 2. Each Trade Contractor is to provide a fully qualified field foreman. The same foreman that starts the project will remain on the project until completion. The foreman will maintain safety, DCR's, Daily Equipment Inspection Lists, and proper conduct amongst the Trade Contractors field forces. 3. All supplier's personnel and vehicles shall enter and leave the site through gates designated by Turner. Vehicle access will be limited to approved vehicles essential to efficient work performance. 4. All deliveries shall be scheduled with Turner's Project Superintendent a minimum of forty-eight (72) hours prior in advance. END OF SCOPE OF WORK DOCUMENT 19 CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NO. 2-27 NOTICE TO PRE-QUALIFIED TRADE CONTRACTORS Trade Bid #2 Dry Utilities, Trade Bid #10 Structural Steel, Steel Joist, Metal Decking & Misc. Metals, and Trade Bid #12 Metal Stud Framing & Drywall, EFIS, GFRG, Insulation and Fireproofing ADDENDUM NO. 2-2, 2-10 and 2-12 THE FOLLOWING REVISIONS AND/OR ADDITIONS TO THE PLANS AND SPECIFICATIONS ARE TO BE INCLUDED IN THE ORIGINAL DRAWINGS AND SPECIFICATIONS. THIS ADDENDUM SHALL TAKE PRECEDENCE OVER ANYTHING CONTRARY ON THE PREVIOUSLY ISSUED DRAWINGS AND SPECIFICATIONS AND SHALL BE REFERRED TO HEREINAFTER AS PART OF THE CONTRACT DOCUMENTS. A. Bid closing date for the above listed Trade Bids ONLY has been changed from March 16, 2004 to March 23, 2004. Bid times to remain the same as noted in the Notice to Pre- Qualified Trade Contractors, dated February 10, 2004 and February 17, 2004, that are as Follows: Trade Bid #2 - 1:30 p.m., Trade Bid #10—3:00 p.m. and Trade Bid #12— 3:30 p.m B. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE BID FORM ON TRADE BID FORM 2. BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO Director of Procurement & Contracting DATE: March 9, 2004 1ofI fi .!. CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 PALM SPRINGS CONVENTION CENTER EXPANSION PHASE II CITY PROJECT NO. 2-27 NOTICE TO PRE-QUALIFIED TRADE CONTRACTOR TRADE BID #10, STRUCTURAL STEEL, STEEL JOIST, METAL DECKING AND MISC. METALS ADDENDUM NO. 3-10 THE FOLLOWING REVISIONS AND/OR ADDITIONS TO THE PLANS AND SPECIFICATIONS ARE TO BE INCLUDED IN THE ORIGINAL DRAWINGS AND SPECIFICATIONS. THIS ADDENDUM SHALL TAKE PRECEDENCE OVER ANYTHING CONTRARY ON THE PREVIOUSLY ISSUED DRAWINGS AND SPECIFICATIONS AND SHALL BE REFERRED TO HEREINAFTER AS PART OF THE CONTRACT DOCUMENTS, A. Questions and Answers to RFI's: All Trade Contractors shall review and determine the applicability and impact of each RFI response on their respective Trade Bid Package. 1. Detail 5/S1.0.03 indicates deck type ER2RA (2" Epic Deck). This is not called for on plans. Is this deck required? If yes, please provide locations. Response: Please disregard 2" Epic deck type in 5/S1.0.03 as it does not apply to this project. Reference to this type will be removed from drawings. B. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE BID FORM ON TRADE BID FORM 2. BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO Director of Procurement & Contracting DATE: March 17, 2004 Client : 375 WWSTEEL ACORD.N CERTIFICATE OF LIABILITY INSURANCE 04/09/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hilb Regal & Hobbs ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ORE Leadership S HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR A Square ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 211 North Robinson, Suite 1100 Oklahoma City, OK 73102 -7105 INSURERS AFFORDING COVERAGE INSURED INSURER American Home Assurance WWSC HoldingsCorp . -- -- - p • wsuRERB National Union Firee Ins . Co. W & W Steel Company - - — -- - - - INSURERC Argonaut Insurance Company 23152 Verdugo Drive # 150 — -- --- INsuRER D Laguna Hills, Ca 92653 ---- -- - _ --_ - INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF IN POLICY NUMBER DATE MM/DD/YY DATE MM/ODNY LIMITS A GENERAL LIABILITY 3L4571781 11/01/03 ' 11/01/04 1 EACH OCCURRENCE S1, 000 , 000- ', XCOMMERCIALGENERALLIABILITY 1 FIRE DAMAGE(Anyone(,,.)_ S100,000 CLAIMS MADE --X OCCUR MED EXP(Any one person) S1 O , O O O PERSONAL&ADV INJURY S1 000 , O O O X ,OCP GENERAL AGGREGATE s2 , 000 , O 0 0 GEN'L AGGREGATE LIMITAPPLIES PER PRODUCTS -COMP/OP AGO s2 , 000 , 000 -__ POLICY,X PRO- -ECT X LOG A AUTOMOBILE LIABILITY AL1468560 11/01/03 11/01/04 COMBINED SINGLE LIMIT X ANY AUTO (Ea acculenQ s1, COO , OOO ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) X HIRED AUTOS ' Booav mduav s X NON-OWNED AUTOS (Per acanem) - - - PROPERTY DAMAGE S FeraccidenU GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO EA ACC S OTHER THAN -----_- --- _-- — AUTO ONLY AGO S B EXCESS LIABILITY BE3205234 11/01/03 11/01/04 EACH OCCURRENCE s25 , COO , 00 X OCCUR CLAIMS MADE AGGREGATE s25 , C O 0_, O O_ S DEDUCTIBLE _ S X RETENTION S10000 S C WORKERS COMPENSATION AND WC40664722108 11/01/03 11/01/04 ' X TORY WCSTAMITS OTT _ EMPLOYERS'LIABILITY E L,EACH ACCIDENT S1 , 000 , 000 EL DISEASE EA EMPLOYEE S1 , 000 , 000 EL DISEASE -POLICY LIMIT S1 , 000 , 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE : Palm Springs Convention Center Expansion Phase II City Project 402-27-10 The City of Palm springs and Turner Construction Company are additional insureds as indicated on attached CG2010 1185 . (See Attached Descriptions) CERTIFICATE HOLDER AD D MORAL INSURED,INSURER LETTER: CANCELLATION SHOULD ANYOFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City Of Palm Springs DATE THEREOF, THE ISSUING INSURER WILL JMM_NpJXXVAIL 30 DAYS WRITTEN Dept . Of Procurement/Contracting NOTICETOTHE CERTIFICATE HOLDER NAM ED TOTHE LEFEXXX1pLX )VA§UK_xM [X 3200 Tahquitz Canyon Way Xoaieccoanflem�ca�uaTs�ev�sa9a�rsmasaxSnRxsacxsv�r. Palm Springs, CA 92262BESErLrar AUTHORIZED REPRESENTATIVE ACORD25-S(7/97)1 Of 3 #S80253/M77068 L H © ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD25-S(7/97)2 of 3 #S80253/M77068 DESCRIPTIONS (Continued from Page 1) Waiver of Subrogation shall apply in favor of the City of Palm Springs with regards General Liability, Auto Liability, and Workers Compensation AMS 25.3(07/97) 3 of 3 #580253/M77068 POLICY NUMBER: GL4571781 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: The City of Palm Springs and Turner Construction Company (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section ll) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work"for that insured by or for you. RE: Palm Springs Convention Center Expansion Phase II CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984