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R2005-0056 03-28-05 RESOLUTION NO. R2005-56 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES ASSOCIATED WITH THE REHABILITATION OF GREEN TEE LIFT STATION NO. 5. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That the City opened bids for construction services associated with the Green Tee Lift Station, and such bids have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to G & N Enterprizes, in the amount of $71,680.00. Section 3. The City Manager or his designee is hereby authorized to execute a contract for construction services associated with the Rehabilitation of Green Tee Lift Station No. 5. PASSED, APPROVED and ADOPTED this the 28th day of MaY'ch , A.D., 2005. ATTEST: (..,,CITY SECRETARY APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY MAYOR KLOTZ ASSOCIATES, INC. CONSULTING ENGINEERS 1160 Dairy Ashford Suite 500 Houston, Texas 77079 (281 ) 589-7257 (281) 589-7309 Fax email@klotz.com February 28, 2005 Mr. Jerry Bums Director of Public Works City of Pearland 3501 E. Orange Street Pearland, Texas 77581 Re~ Green Tee Lift Station No. 5 Rehabilitation Recommendation of Award Klotz Associates Project No. 0218.026 Dear Mr. Bums: Five bids for the referenced project were received on Wednesday, February 23, 2005. The low bidder was G&N Enterprises. Their bid was $71,700 with an add alternate bid of $24,500. A bid tabulation is attached for your information. We found no monetary errors in the bid tabulation. Based upon telephone interviews with the engineers of other similar projects, we received good reviews of G&N Enterprises and from their financial statement, they are profitable. We recommend award of Green Tee Lift Station No. 5 Rehabilitation to G&N Enterprises. There is a significant savings of over $40,000 between the low bidder and the second bidder. Please feel free to call me if you have any questions regarding this project or recommendation. Sincerely, Senior Project Manager JFN:ng Enclosures KLOTZ ASSOCIATES, INC. CONSULTING ENGINEERS Exhibit Resolution 2005-56 PROJECT MANUAL FOR GREEN TEE LIFT STATION NO. 5 REHABILITATION FOR THE CITY OF PEARLAND, TEXAS _ CITY PROJECT NO. 2005-035 MARCH 2005 CONSTRUCTION EDITION �t, of r "''' 4 ow pc:1 tPk JAMES F. NEYENS • Prepared by V:147,...05 2 7 6 601w,C 10;* ,4 Klotz Associates, Inc. ��'ioNAL ECG` 1160 Dairy Ashford, Suite 500 M%%.1M Houston, Texas 77079 / 9/� Klotz Associates Project No. 0218.026 li n Green Tee Lift Station No.5 Rehabilitation Section 00010 C City of Pearland TABLE OF CONTENTS Klotz Associates Project No.0218.026 Page 1 PAGE NO. OFFICIAL NOTICE TO BIDDERS 00100 i INSTRUCTIONS TO BIDDERS 00200 PI BID FORM 00410 BID BOND FORM 00431 FWAGE RATES 00432 AGREEMENT 00520 PERFORMANCE BOND FORM 00611 7 , PAYMENT BOND FORM 00612 GENERAL CONDITIONS 00700 7 SUPPLEMENTARY CONDITIONS 00800 ADDENDUM NO.1 00911 [11 SPECIFICATIONS 7 DMSION 1-GENERAL REQUIREMENTS Summary of Work 01100 r Alternates 01230 L ; Schedule of Values 01290 Submittals 01330 „a Protection of Environment . 01350 Testing Laboratory Services 01400 - Testing Pressure Piping Systems 01451 Temporary Construction Facilities and Utilities 01500 7 Diversion Pumping • 01540 Traffic Control and Regulation 01555 Trench Safety 01560 (�+ Control of Ground Water and Surface Water 01561 1 Materials and Equipment 01600 Operation and Maintenance Data 01730 Record Documents 01780 7 DIVISION 2—SITE WORK Ductile Iron Pipe for Buried Services 02030 7; Trenching,Backfilling&Compacting 02315 Sodding 02920 i Klotz Associates Std,06/01 Addendum No. 1 03/29/05 y 7 7' Green Tee Lift Station No.5 Rehabilitation Section 00010 C City of Pearland TABLE OF CONTENTS Klotz Associates Project No. 0218.026 Page 2 DIVISION 3—CONCRETE Concrete Reinforcement 03200 7 Cast-in-Place Concrete 03300 L Non Shrink Grout 03602 Patching Mortar 03603 L : DIVISION 13—SPECIAL CONSTRUCTION Hatch Safety Net 13100 7 DIVISION 15—MECHANICAL 7. Ductile Iron Pipe for Exposed and Submerged Service 15011 Lift Station 15030 L . Piping Accessories 15031 Valves for Wastewater Plant Service 15202 L DIVISION 16—ELECTRICAL Basic Electrical Requirements 16010 C Conduit,Fittings and Bodies • 16111 600 Volt Power and Control Cable 16122 Device,Pull and Junction Boxes and Wireways 16131 7 Grounding and Bonding 16170 Electrical Identification 16195 Underground Duct Banks 16402 7 APPENDICES Request for Information A Worker's Compensation Notice B 7 Change Order Form C L Request for Payment D Partial/Final Waiver of Lien E 7 Application for Substitution F Certificate of Substantial Completion G Notice of Acceptability of Work H 7 DRAWINGS SHEET NO. Cover Sheet 1 17 Site and Demolition Plan,Section and Abbreviations 2 Mechanical and Structural Sections and Details 3 Structural Plan and Details 4 Miscellaneous Details 5 7 Electrical Site Plan 6 Electrical Conduit and Cable Schedule 7 7 PO • +., Klotz Associates Std,06/01 Addendum No. 1 03/29/05 Publish Dates: February 2 & 9, 2005 711.‘ NOTICE TO BIDDERS CITY OF PEARLAND,TEXAS GREEN TEE LIFT STATION NO.5 REHABILITATION. REQUEST FOR BIDS: 2005-035 Sealed BIDs will be received, in duplicate,referencing the following project in the office of the City Secretary, City of Pearland, City Hall, Suite 309 located at 3519 Liberty Drive,Pearland, Texas,77581,until 3:00 p.m.,February 23, 2005, at which time they will be publicly opened and read aloud for the construction of: Green Tee Lift Station No. 5 Rehabilitation. Bidding Documents: The Bidding Documents Are On File For Inspection At The Office Of The Engineer, Klotz Associates, Inc., 1160 Dairy Ashford, Suite 500, Houston, Texas 77079 And At The Following Locations: Associated General Contractors Of America,Inc. 3825 Dacoma Street Houston,Texas 77092-8717 Associated General Contractors Of Texas 2400 Augusta Drive Houston,Texas 77057 F.W.Dodge 4101 Greenbriar Drive, Suite 320 Houston,Texas 77098 A $75.00 Non-Refundable Deposit Is Required For Each Set Of Bidding Documents. The Drawings Included In The Bidding Documents Are Half Size(11 X 17). Copies Of The Bidding Documents And Or Questions Are To Be Directed To Jim Neyens,P.E., Klotz Associates, Inc., 1160 Dairy Ashford, Suite 500,Houston,Texas 77079,281/589-7257. Pre-Bid Conference: A Pre-Bid Conference Will Be Held Prior To The Bid Opening On Wednesday, February 16, 2005 At 3:00 P.M. At The City Of Pearland, City Hall, Second Floor Conference Room, 3519 Liberty Drive, Pearland, Texas, 77581 To Familiarize The Bidders With The Goals For This Project. Attendance Is Strongly Encouraged,But Not Mandatory. Bid Security: Bid Security In The Amount Of Not Less Than 5% Of The Bid Amount Shall Accompany Each Bid In Accordance With The Instructions To Bidders. Contract Security: The Bidder To Whom A Contract Is Awarded Shall Furnish A Performance Bond, Maintenance Bond,And A Payment Bond Each In An Amount Equal To The Contract Price. Bid Rejection/Acceptance: Owner Reserves The Right To Reject Any And All Bids, Waive Informalities In Bidding Or To Accept The Bid Or Bids,Which Best Serve The Interests Of Owner. Bid Withdrawal: No Bid Shall Be Withdrawn For A Period Of 60 Days After The Opening Of The Bids Without The Consent Of Owner. Mr. Gordon Island,Purchasing Officer 7 r '1 Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 1 TABLE OF CONTENTS 7 ARTICLE PAGE NO. ' 1 DEFINED TERMS 2 2 COPIES OF BIDDING DOCUMENTS 2 r3 QUALIFICATIONS OF BIDDERS 2 4 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3 7 5 AVAILABILITY OF LANDS FOR WORK,ETC 4 6 INTERPRETATIONS AND ADDENDA 4 t'l 7 BID SECURITY 5 r8 CONTRACT TIME 5 9 LIQUIDATED DAMAGES 5 7 10 SUBSTITUTE OR"OR EQUAL"ITEMS 5 11 BASIS OF DESIGN AND MAJOR EQUIPMENT ITEMS 5 7 12 SUBCONTRACTORS,SUPPLIERS,AND OTHERS 6 13 BID FORM 6 14 SUBMISSION OF BIDS 7 r4, 15 MODIFICATION AND WITHDRAWAL OF BID 7 16 AWARD OF CONTRACT(S) 7 17 CONTRACT SECURITY 8 18 SIGNING OF AGREEMENT 8 7 19 WAGE RATES S 8 20 SALES TAX 9 21 PRE-BID CONFERENCE 9 ilik Klotz Associates Std,07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 2 ARTICLE 1-DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the"Standard General Conditions of the Construction Contract", (EJCDC No.C-700,2002 Edition)have the meanings assigned to them in the General Conditions. Certain additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both singular and plural thereof. 1.1 Bidder: One who submits a Bid directly to OWNER,as distinct from a sub-bidder,who submits a bid to Bidder. 1.2 Issuing Office: The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. 1.3 Successful Bidder: The lowest responsive and responsible Bidder to whom OWNER(on the basis of OWNER'S evaluation as hereinafter provided)makes an award. ARTICLE 2-COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents shall be used in preparing Bids;neither OWNER nor ENGINEER assume any responsibility for errors, omissions, or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.2. OWNER and ENGINEER,in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. ARTICLE 3 QUALIFICATIONS OF BIDDERS 3.1. Each Bid must contain evidence of Bidder's qualifications to perform the work described in the contract documents. Provide a list of similar projects completed in the last 5 years. Include a brief description of each project an d the name and phone number of an owner or engineer contact. 3.2. Before a contract is awarded, the Bidder to whom an award is contemplated may be required to submit the rfollowing information to OWNER for consideration: 3.2.1. The address and description of the Bidder's place of business. 3.2.2. The number of years engaged in the contracting business under the present firm name,and the name of the state where incorporated. 3.2.3. A list of the property and equipment available to the Bidder to evaluate if the Bidder can complete the Work in accordance with the Bidding Documents. 3.2.4. A fmancial statement of the Bidder showing that the Bidder has the financial resources to meet all obligations incidental to the Work. 3.2.5. The Bidder's performance record giving the description,location, and telephone numbers of similar projects constructed in a satisfactory manner by the Bidder. 3.2.6. A list of projects presently under contract,the approximate contract amount,and percent of completion of each. r Klotz Associates Std,07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 3 3.2.7. A list of contracts which resulted in law suits. j1 3.2.8. A list of contracts defaulted. 3.2.9. A statement of the Bidder indicating whether or not the Bidder has ever filed bankruptcy while performing Work of like nature or magnitude. 3.2.10. A list of officers of the firm who, while in the employ of the firm or the employ of previous firms, were associated with contracts which resulted in lawsuits,contracts defaulted or filed for bankruptcy. 3.2.11. The technical experience of personnel guaranteed to be employed in the responsible charge of the Work stating whether the personnel have or have not performed satisfactorily on other contracts of like nature and magnitude or comparable difficulty at similar rate of progress. 3.2.12. Such additional information as will assist OWNER in determining whether the Bidder is adequately prepared to fulfill the contract. 3.3. The object of the request for the qualification of Bidder is not to discourage bidding or make it difficult for qualified Bidders to file Bids. Neither is it intended to discourage beginning contractors. It is intended to make it possible for OWNER to have more exact information on financial ability,equipment,and experience in order to reduce the hazards involved in awarding contracts to parties who may not be qualified to perform the Work as specified. 3.4. OWNER'S decision as to qualification of the Bidders shall be final. ARTICLE 4-EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder before submitting a Bid: 4.1.1. To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents fit (including "technical data"referred to below); 4.1.2. To visit the site to become familiar with and satisfy Bidder as to the general,local,and site conditions that may affect cost,progress,performance or furnishing of the Work; 4.1.3. To consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work; • 4.1.4. To study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data;and 4.1.5. To promptly notify ENGINEER of all conflicts, errors, ambiguities, or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. 4.3. Information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities or others, and OWNER and ENGINEER do not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. 4.4. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Contract r4- Documents due to differing or unanticipated conditions appear in Paragraphs 4.02 and 4.03 of the General Conditions. Klotz Associates Std,07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 4 4.5. Before submitting a Bid,each Bidder will be responsible to obtain such examinations,investigations,explorations, tests,studies and data concerning conditions(surface,subsurface,and Underground Facilities)at or contiguous to the site or otherwise,which may affect cost,progress,performance or furnishing of the Work or which relate to any aspect of the means,methods,techniques,sequences or procedures of construction to be employed by Bidder and safety precautions and programs incident thereto as Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time,price,and other terms and conditions of the Contract Documents. 4.6 On request, OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations,tests,and studies as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations,tests,and studies. 4.7. Reference is made to the General Requirements for the identification of the general nature of work that is to be performed at the site by OWNER or others(such as utilities and other prime contractors)that relates to the work for which a Bid is to be submitted. On request,OWNER will provide to each Bidder for examination access to or copies of Contract Documents(other than portions thereof related to price)for such work. 4.8. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4,that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means,methods,techniques,sequences or procedures of construction(if any)that may be shown or indicated or expressly required by the Contract Documents,that Bidder has given ENGINEER written notice of all conflicts,errors,ambiguities,and discrepancies that Bidder has discovered in the Contract Documents and written resolutions thereof by ENGINEER is acceptable to Bidder, and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.9. The provisions of IB-4.1 through 4.8, inclusive, do not apply to Asbestos,Polychlorinated biphenyls (PCBs), Petroleum,Hazardous Waste or Radioactive Material covered by Paragraph 4.06 of the General Conditions. ARTICLE 5-AVAILABILITY OF LANDS FOR WORK,ETC. 5.1 The lands upon which the Work is to be performed,rights-of-way and easements for access thereto and other lands designated for use by CONTRACTOR in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities,construction equipment,or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Contract Documents. ARTICLE 6-INTERPRETATIONS AND ADDENDA 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEER in writing not less than 7 days prior to the date for opening of Bids. No response will be provided to a Bidder's oral question if the (.1 question involves an interpretation of the intent or meaning of the Contract Documents,or the equality or use ofproducts or methods other than those designated or described on the Drawings or in the Specifications. Any informationprovided to Bidders other than by means of the Contract Documents,including Addenda as described below,is given informally for information and the convenience of the Bidder only and is not guaranteed. The Bidder agrees that such information shall not be used as the basis of nor shall the giving of any such information entitle the Bidder to assert any claim or demand against OWNER or ENGINEER on account thereof. Klotz Associates Std,07/03 01/25/05. Green Tee Lift Station No. 5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 5 6.1.1. Replies will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. 6.2. ENGINEER will neither approve nor disapprove materials or equipment to the opening of Bids. PP PPpriorP g 6.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER. 6.4. Each Bidder shall ascertain prior to submitting a Bid that Bidder has received all Addenda issued,and each Bidder shall acknowledge receipt on the Bid Form. r. ARTICLE 7-BID SECURITY 7.1 Each Bid must be accompanied by Bid security made payable to OWNER in amount of not less than 5%of the Bidder's maximum Bid price and in the form of a certified check or a Bid Bond issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Agreement,furnished the required contract security,and met the other conditions of the Notice to Award,whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days after the Notice of Award,OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the 7th day after the Effective Date of the Agreement or the 36th day after the Bid Opening,whichever is earlier,where upon the Bid security furnished by such Bidders will be returned. Bid security of the other Bidders who furnished certified checks will have checks returned within 7 days after the bid opening. Bond Forms will be returned upon request. 11,11: ARTICLE 8-CONTRACT TIME 8.1. The number of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (the term "Contract Times" is defined in Paragraph 1.14 of the General Conditions)are set forth in the Agreement(or incorporated therein by reference to the attached Bid Form). ARTICLE 9-LIQUIDATED DAMAGES 9.1. Provisions for liquidated damages,if any,are set forth in the Agreement. ARTICLE 10-SUBSTITUTES AND "OR EQUAL"ITEMS 10.1. Materials and equipment described in the Contract Documents by using the name of a proprietary item or name of a particular supplier is intended to establish type,function,and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent,or"or equal"item or no substitution is permitted,a substitute or"or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER. Application for acceptance of substitutes and"or equal"items will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR (1! and consideration by ENGINEER is set forth in Paragraph 6.05 of the General Conditions and may be supplemented in the Supplementary Conditions or General Requirements. ARTICLE 11-BASIS OF DESIGN AND MAJOR EQUIPMENT ITEMS 11.1. Basis of Design: Unless otherwise indicated, design of this Project is based upon the material or Supplier's equipment named first in the list of manufacturers in a Specification section. ENGINEER has performed an evaluation of ift Klotz Associates Std,07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No. 0218.026 Page 6 other listed manufacturers for compliance with the requirements of the Contract Documents. When other manufacturers are listed, CONTRACTOR may be required to make modifications or adjustments, at CONTRACTOR'S expense,to I1 coordinate the installation of the furnished equipment with associated elements of Work,such as piping and electrical connections,or support and mounting provisions. ARTICLE 12-SUBCONTRACTORS,SUPPLIERS,AND OTHERS 12.1. The apparent successful bidder,or any other Bidder so requested,shall submit to the office of ENGINEER within 5 days after the receipt of Bids,the following information: 12.1.1. The designation of the Work to be performed by CONTRACTOR with their own forces. 12.1.2. A list of the names of CONTRACTOR'S proposed Subcontractors having a direct contract with CONTRACTOR and whose portion of the Work exceeds$10,000,along with the Work to be performed by each. ARTICLE 13-BID FORM 13.1. Only the Bid Form included with the Bidding Documents shall be used;additional copies maybe obtained from ENGINEER(or Issuing Office). 13.1.1. Bids must be priced on a lump sum basis for the base contract and include a separate price for each alternate described in the Specifications as provided for in the Bid Form. The price of the Bid for each alternate will be the amount to be added to or deducted from the price of the base Bid if OWNER selects the alternate. 13.1.2. On unit price work,the Bid price shall be the total of unit prices extended by the estimated number of units set forth in the Bid. L_ 13.1.3. The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances named in the Contract Documents as provided in Paragraph 11.02 of the General Conditions. 13.1.4. Bidder is required to fill in unit or supplemental prices for each item as called for on Bid Form. 13.1.5. All blanks on the Bid Form shall be completed in ink or by typewriter. 13.2. The Bidder,when signing the Bid(s)shall meet the following requirements: 13.2.1. The full name,telephone number,and business address of each Bidder for communications regarding the Bid must be entered on the Bid submitted. The Bid shall be signed in the space provided therefore by written signature of the person or persons properly authorized to sign it. All names must be typed or printed below the signature. 13.2.2. A Bid submitted by an individual shall be signed by the Bidder or by an authorized agent. i 13.2.3. Bids by partnerships must be executed in the partnership name and signed by a partner,whose title must appear under the signature and the official address of the partnership must be shown below the signature. in the corporate name bythepresident or a vice-president(or other 13.2.4. Bids by corporations must be executed rp p corporate officer accompanied by evidence of authority to sign). The corporate address and state of incorporation shall be shown below the signature. Such corporation must be licensed to do business in the state in which the Project is located before a Contract to do the Work embraced in the Bid can be signed. If a foreign corporation,the state under which it is incorporated must be named. r Klotz Associates Std, 07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 7 13.2.5. Bids which are signed by an attorney-in-fact for individuals,firms,partnerships or joint ventures shall have attached thereto a power-of-attorney evidencing authority to sign the Bid. 13.3. The Bid shall contain an acknowledgment of receipt of Addenda,the numbers and dates of which shall be filled in on the Bid Form. • 13.4. It is the responsibility of the Bidder to submit a neat,accurate,and complete Bid. ARTICLE 14-SUBMISSION OF BIDS 14.1. Bids shall be submitted at the time and place indicated in the Official Notice to Bidders and shall be enclosed in an opaque sealed envelope,marked with the Project title(and,if applicable,the designated portion of the Project for which the Bid is submitted),name and address of the Bidder and accompanied by the Bid Security and other required documents. If the Bid is sent through the mail or other delivery system the sealed envelope shall be enclosed in a separate envelope with the notation'BID ENCLOSED"on the face of it. No oral,facsimile,or telephone bids will be accepted. 14.2. Each Bidder is furnished copies of the Bidding Documents as were requested with one separate prospective P unbound copy each of the Bid Form and the Bid Bond. The Bidding Documents may be retained by the Bidder. The unbound copy of the Bid Form is to be completed and submitted with the Bid security. 14.3. Bids received after the official Bid closure time will be returned to the Bidder unopened. r-- ARTICLE 15-MODIFICATION AND WITHDRAWAL OF BID 15.1. Bids may be modified or withdrawn by an appropriate document duly executed(in the manner that a Bid must be executed)and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 15.2. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.3. Bid security shall be in an amount sufficient for the Bid as modified or resubmitted. r, ARTICLE 16-AWARD OF CONTRACT 16.1. OWNER reserves the right to reject any and all Bids,including without limitation the rights to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids and to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder,whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 16.2 OWNER also reserves the right to waive all informalities not involving price, time or changes in the Work. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. An extension may not be divided by the number of units specified to determine a unit cost,if such is omitted by the Bidder. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 16.3. In evaluating Bids,OWNER will consider the qualifications of Bidders,whether or not the Bids comply with the prescribed requirements,and such alternates,unit prices,supplemental prices and other data as may be requested in the Bid Form or prior to the Notice of Award. Klotz Associates Std,07/03 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 8 16.4. OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and 1117 organizations proposed for those portions of the Work as to which the identity of Subcontractors,Suppliers,and other persons and organizations must be submitted as provided in the Supplementary Conditions. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 16.5. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility,qualifications,and financial ability of the Bidders,proposed Subcontractors,Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to OWNER'S satisfaction within the prescribed time. 16.6. OWNER shall have the right to reject any unit prices for additions to or deductions from the Work as given in the Bid,if the prices are considered excessive or unreasonable,or to accept any unit prices which may be considered fair and reasonable. 16.7. OWNER shall have the right to accept alternates in any order or combination or to not accept any, unless specifically otherwise provided. 16.8. A Bid which does not contain a unit price which is both adequate and reasonable for each item named in the Bid may be considered irregular and subject to rejection. 16.9. If the contract is to be awarded,it will be awarded to the lowest responsive,responsible Bidder(s). 16.10. If the contract is to be awarded,OWNER will give Successful Bidder notification within a reasonable time. ARTICLE 17-CONTRACT SECURITY 17.1. Paragraphs 5.01 and 5.02 of the General Conditions and the Supplementary Conditions set forth OWNER'S requirements as to performance,and payment bonds. When the Successful Bidder delivers the executed Agreement to OWNER,it shall be accompanied by the required performance and payment bonds. ARTICLE 18-SIGNING OF AGREEMENT 18.1. When OWNER gives a Notice of Award to the Successful Bidder,it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within 15 days thereafter,CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required bonds and certificates or policies of insurance as required by the Supplementary Conditions. Within 10 days thereafter OWNER will deliver one fully signed counterpart to CONTRACTOR and ENGINEER. ARTICLE 19-WAGE RATES 19.1. Each CONTRACTOR or Subcontractor performing Work on this Project shall comply in all respects with all laws r4! governing the employment of labor, Social Security, and Unemployment Insurance of both the state and federal government. There shall be paid each employee engaged in Work under this Contract at the site of the Project,the minimum wage for the classifications of labor employed. CONTRACTOR shall make their own investigation locally and satisfy themselves as to availability of labor. Klotz Associates Std,07/03 01/25/05 4, fit_ Green Tee Lift Station No.5 Rehabilitation Section 00200 City of Pearland INSTRUCTIONS TO BIDDERS Klotz Associates Project No.0218.026 Page 9 ARTICLE 20-SALES TAX 20.1 Bidder will be required to comply with the Limited Sales,Excise,and Use Tax requirements of House Bill 11 of the 73rd Texas Legislature, now codified in Vemon's Civil Statutes, Chapter 151. Contract requirements based on referenced statute are specified on the Supplemental Conditions,Article 6-Contractor's Responsibilities. ARTICLE 21-PRE-BID CONFERENCE 21.1. Bidders, Subcontractors, and Suppliers are encouraged to attend and participate in a Pre-Bid Conference as scheduled in the Official Notice to Bidders. Representatives of OWNER and ENGINEER will be present to discuss the Project. ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ***END OF INSTRUCTIONS TO BIDDERS * ** r r Klotz Associates Std,07/03 01/25/05 L • L Green Tee Lift Station No. 5 Rehabilitation City of Pearland Section 00410BID FORM Klotz Associates Project No. 0218.026 Page 1 f`! PROJECT IDENTIFICATION: 1 L° Green Tee Lift Station No.5 Rehabilitation for the City of Pearland L PROJECT NUMBER: 0218.026 THIS BID IS SUBMITTED TO: The City of Pearland Attn: Mr.Gordon Island,Purchasing Officer { City of Pearland,City Hall,Suite 201 L 3519 Liberty Drive Pearland,TX 77581 7 ( ' (hereinafter called OWNER) 1. The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 1411 2. Bidder accepts all of the terms and conditions of the Official Notice to Bidders and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to 7" acceptance for the Bid withdrawal time period specified in the Official Notice to Bidders after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds, • evidence of insurance coverage and other documents required by the Bidding Requirements within 15 days after the date•of OWNER'S Notice of Award. L 3. In submitting this Bid,Bidder represents,as more fully set forth in the Agreement, that: a. Bidder has examined and carefully studied the Bidding Documents and the following Addenda receipt of all which is hereby acknowledged: Addendum AddendumL Date Number Signature ();*1. • b. Bidder has visited the site and become familiar with and satisfied itself as to the general,local,and site • conditions that may affect cost,progress,performance,and furnishing of the Work; c. Bidder is familiar with and has satisfied itself as to all federal,state,and local Laws and Regulations that may affect cost,progress,performance, and furnishing of the Work. L' .e Klotz Associates Std, 06/01 Addendum No. 1 02/17/05 L' ... 1 7. ,..7.,/,_ „--_,-- , 1 , .r-,-,,,,, Green Tee Lift Station No. 5 Rehabilitation; j Section 00410 E City of Pearland ` 1 BID FORM Klotz Associates Project No. 0218.026 I • ; Page 2 7 d. Bidder acknowledges that 'y for the accuracy or completeness of information an ata s o _ - - _ _ ents with respect to Underground Facilities at or contiguous to the site. Bidder has obtained and carefully studied (or 7 assumes responsibility for having done so) all such examinations, investigation, explorations, test, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise which may affect cost,progress,performance or furnishing of the • Work or which relate to any aspect of the means,methods, techniques,sequences,and procedures of 7 . construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations,investigations,explorations,tests,studies or data .. are necessary for the determination of this Bid for performance and furnishing of the Work in 7 accordance with the time, price,and other items and conditions of the Contract Documents. e. Bidder is aware of the general nature of Work to be performed by OWNER and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. 7 . f. Bidder has correlated the information known to Bidder from information and observations obtained from visits to the site,reports,and drawings identified in the Contract Documents and all additional 7 examinations, investigations, explorations, tests, studies, and data with the Contract Documents. g. Bidder has given ENGINEER written notice of all conflicts,errors,ambiguities or discrepancies that 7 written has discovered in the Contract Documents and the ritten resolution thereofby ENGINEER is acceptable to Bidder, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which the Bid is submitted. 7 h. This Bid is genuine and not made in the interest or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group,association, 7 organization or corporation;Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;Bidder has not solicited or induced any person,firm or a corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 7 . 4. Bidder will complete the Work in accordance with the Contract Documents for the following price(s): , Item No. Quantity Unit Item Description and l Total Written Unit Price Amount 7 1 20 LF Trench Safety for ©he. dollars U and NU cents per Linear Foot. $ 2U r 2 1 LS Installation of Owner Furnished Equipment,Lift Station, Site Improvements,Electrical and all other Work shown and specified for Se va nt).-av j ha) —ct $: &So f� Qy tir�kP2L� -i ,1 dollars 7' and j rQ cents per Lump Sum. 7 7. , LUMP-.SUM CONTRACT PRICE,}ZVgvtl'cM, l l9,9s yyl S✓Lv1 l-fardrallC 16_• 6-vA i/,IQ elti,, (written) • El. Dollars ($ 1 1/` 00•a� ). Klotz Associates Std, 06/01 Addendum No. 1 02/17/05 7. [7, Green Tee Lift Station No.5 Rehabilitation Section 00410 City of Pearland BID FORM Klotz Associates Project No.0218.026 Page 3 (figures) SCHEDULE OF ADD ALTERNATE BID ITEMS L ALTERNATES -Include the following alternates as described in Section 01230: - ALTERNATE I Item No. Quantity Unit Item Description and Unit Total Written Unit Price Price Amount • 1. 1 LS New Pumps and Equipment for <04y-kk:71,0•44i4 (74-1-lumvirczi dollars and N U cents per unit. $ CCO.. $ZN Sa)•Ise— G4; TOTAL OF ALTERNATE RNATE BID ITEMS S -LI S60. L 5. Bidder agrees that the Work will be substantially completed and completed and ready for final payment in . accordance with Paragraph 14 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. The following documents are attached to and made a condition of this Bid: a. Required Bid Security in the form of V-,i-fll Z(N`U\ (Certified Check or Bid Bond) in the amount of L'U 6)-)i4'3 (Dollars or Percent) b. A tabulation of Subcontractors, Suppliers, and other persons and of ganizations required to be identified in ibis Bid. c. Required Bidder's Qualification Statement with supporting data. 7. Communications concerning this Bid shall be addressed to the Bidder as indicated below: Name: G e&ry- "— Address: 1" U ,P c (p tb Ze�142- E State: -1.-6 l 1 7 Z 8- 2 • Telephone No.: 2 S I- S-75mig • 20 • , Klotz Associates Std,06/01 Addendum No. 1 02/17/05 L L I Green Tee Lift Station No. 5 Rehabilitation Section 00410 City of Pearland BID FORM Klotz Associates Project No.0218.026 Page 4 8. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions and terms defined in the Instructions to Bidders are used with the same meaning in this Bid. I hereby certify that as Bidder I/we have examined and carefully prepared this Bid from the Bidding Documents and have checked the same in detail before submitting this Bid, and that all statements herein are made on behalf of: An Individual: By(Written) (Typed) '(Individual's Name) doing business as (Firm Name) Business address: Phone No.: l ' A Partnership: By (Firm Name) [7 By(Written) (Typed) (General Partner) Business address: Phone No.: A Corporation: By ? !_ 6 ISO, It'r— (Corporation Name) LA`S (State of incorporation) By Written (// (Typed) 02-v.,. " "" (Name of Person Authorized to Sign) (Title) ?'e-�.deri" (Corporate Seal Attest(Written) � -1/74 (Typed) . M &Dr' (Secretary) Business address: fG P")(57(- (.12SZgN2--. . zvx 7 1-7-lQ -2gu2 Phone No.: a i- 5- (Q. ?o! Ll E • L. Klotz Associates Std, 06/01 Addendum No. 1 02/17/05 • Green Tee Lift Station No.5 Rehabilitation Section 00410 City of Pearland BID FORM Klotz Associates Project No.0218.026 Page 5 A Joint Venture:By(Written) (Typed) (Name) (Address) By(Written) (Typed) (Name) (Address) Phone number and address for receipt of official communications: • (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is a party to the joint venture should be in the manner indicated above). Sworn and subscribed to before me this day of__ , 20_. Notary or other officer authorized to administer oaths My commission expires: (Bidders shall not add any conditions or qualifying statements to this Bid as otherwise the Bid may be declared irregular as being not responsive to the advertisement. BIDDERS SHALL USE THIS BID FORM IN SUBMITTING THEIR BIDS.) I . Klotz Associates Std, 06/01 Addendum No. 1 02/17/05 r Green Tee Lift Station No.5 Rehabilitation Section 00431 City of Pearland BID BOND FORM' Klotz Associates Project No. 0218.026 Page 1 BIDDER (Name and Address): SURETY (Name and Address of Principal Place of Business): OWNER(Name and Address): r BID BID DUE DATE: PROJECT(Brief Description Including Location): BOND BOND NUMBER: DATE:(Not later than Bid Due Date): PENAL SUM: r IN WITNESS WHEREOF,Surety and Bidder,intending to be legally bound hereby,subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer,agent, or representative. BIDDER SURETY - (Seal) (Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature and Title Signature and Title (Attach Power of Attorney) Attest: Attest: Signature and Title Signature and Title Note: (1) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. EJCDC NO.C-700(2002 Edition) r Klotz Associates Std,06/01 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00431 City of Pearland BID BOND FORM Klotz Associates Project No.0218.026 Page 2 1. Bidder and Surety, jointly and severally, bind 6. No suit or action shall be commenced under this themselves, their heirs, executors, administrators, Bond prior to 30 calendar days after the notice of successors and assigns to pay Owner upon default of default required in paragraph 4 above is received by Bidder the penal sum set forth on the face of this Bond. Bidder and Surety, and in no case later than one year after Bid Due Date. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the 7. Any suit or action under this Bond shall be Bidding Documents the executed Agreement required commenced only in a court of competent jurisdiction by the Bidding Documents and any performance and located in the state in which the Project is located. payment bonds required by the Bidding Documents and Contract Documents. 8. Notice required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses 3. This obligation shall be null and void if: shown on the face of this Bond. Such notices may be 3.1 Owner accepts Bidder's bid and Bidder sent by personal delivery, commercial courier or by delivers within the time required by the United States Registered or Certified Mail, return Bidding Documents (or any extension receipt requested, postage pre-paid, and shall be thereof agreed to in writing by Owner)the deemed to be effective upon receipt by the party executed Agreement required by the concerned. Bidding Documents and Contract Documents,or 9. Surety shall cause to be attached to this Bond a 3.2 All bids are rejected by Owner,or current and effective Power of Attorney evidencing the 3.3 Owner fails to issue a notice of award to authority of the officer, agent or representative who Bidder within the time specified in the executed this Bond on behalf of Surety to execute,seal Bidding Documents (or any extension and deliver such Bond and bind the Surety thereby. thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when 10. This Bond is intended to conform to all applicable required by paragraph 5 hereof). statutory requirements. Any applicable requirements of any applicable statute that has been omitted from this 4. Payment under this Bond will be due and payable Bond shall be deemed to be included herein as if set upon default of Bidder and within 30 calendar days forth at length. If any provision of the Bond conflicts after receipt by Bidder and Surety of written notice of with any applicable provision of any applicable statute, default from Owner, which notice will be given with then the provision of said statute shall govern and the reasonable promptness, identifying this Bond and the remainder of this bond that is not in conflict therewith Project and including a statement of the amount due. shall continue in full force and effect. 5. Surety waives notice of and any and all defenses 11. The term"bid"as used herein includes a bid,offer based on or arising out of any time extension to issue or proposal as applicable. notice of award agreed to in writing by Owner and Bidder,provided that the time for issuing notice of the award including extensions shall not in the aggregate exceed 120 days from Bid Due Date without Surety's written consent. r r EJCDC NO.C-700(2002 Edition) Klotz Associates Std, 06/01 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00432 City of Pearland WAGE RATES �.q Klotz Associates Project No.0218.026 Page 1 WAGE RATES Article 5159a,Texas Civil Statutes,as amended by H.B.560,Ch. 606,Acts,73`d Legislature,Regular Session(1993) requires state agencies,cities,counties,independent school districts,and all other political subdivisions that engage in construction projects using public funds to include prevailing wage rates in the project bid documents and the construction contract. Pursuant to the requirements of this statute, the General Services Commission, Facilities Construction,has ascertained the following rates of wages are paid to various classifications of workers in the locality of this project. Pay building construction wage rates to all workers except those workers engaged in site work and construction beyond five feet of buildings. Pay heavy construction wage rates to those engaged in work located more than five feet from a building. Pay at least the wage rates shown in the attached schedules. Pay at least the"laborer"wage for classifications not listed in the schedules. The hourly rate for legal holiday and overtime work shall be not less than one and one-half(1&'Y2)times the base hourly rate. The rates specified are journeyman rate. Apprentices may be used on the project and may be compensated at a rate determined mutually by the worker and employer,commensurate with the experience and skill of the worker but not at a rate not less than 60%of the journeyman's wage as shown. At no time shall a journeyman supervise more than one(1) apprentice. All apprentices shall be under the direct supervision of a journeyman working as a crew. Welders shall receive the rate prescribed for the craft performing the operation to which the welding is incidental. • r r r r Klotz Associates Std, 06/01 01/25/05 r 7 7 Green Tee Lift Station No.5 Rehabilitation Section 00432 City of Pearland WAGE RATES 7 Klotz Associates Project No.0218.026 Page 2 GENERAL DECISION: TX20030082 TX82 7 Date: June 13, 2003 General Decision Number: TX20030082 7 Superseded General Decision No. TX020082 State: TEXAS 7 Construction Type: HEAVY 7 County(ies) : BRAZORIA HARRIS WALLER FORT BEND MATAGORDA WHARTON GALVESTON MONTGOMERY 7 FLOOD CONTROL AND WATER AND SEWER LINES, including: Breakwaters, Channels, Channel Cut-offs, Dikes, Drainage Projects, Flood Control Projects, Irrigation Projects, Jetties, Land Drainage rmi (not incidental to other construction) , Land Leveling (not incidental to other construction) , Land Reclamation, Levees, Pipelines, Ponds, Pumping Stations (prefabricated drop- in not building) , Revetments, Sewage Collection and Disposal 7 Lines, Sewers (Sanitary, Storm, etc.) , Shoreline Maintenance Water Mains and Water Supply Lines (not incidental to building) . Modification Number Publication Date till 0 06/13/2003 COUNTY(ies) : BRAZORIA HARRIS WALLER 7 FORT BEND MATAGORDA WHARTON GALVESTON MONTGOMERY SUTX2045A 03/26/1998 7' Rates Fringes ASPHALT RAKER 8.28 ASPHALT SHOVELER 7.45 BATCHING PLANT WEIGHER 11.11 7 CARPENTER 10.35 CONCRETE FINISHER-PAVING 9.87 CONCRETE FINISHER-STRUCTURES 9.86 7 CONCRETE RUBBER 9.00 ELECTRICIAN 16.15 FLAGGER 6.66 FORM BUILDER(STRUCTURES) 9.96 7 FORM LINER-PAVING & CURB 9.03 FORSETTER (PAVING/CURB) 8.86 FORM SETTER-STRUCTURES 9.05 LABORER-COMMON 7.45 till LABORER-UTILITY 8.53 LINEPERSON 7.50 MANHOLE BUILDER (Brick) 8.49 MECHANIC 11.38 7 OILER 9.56 Klotz Associates Std, 06/01 01/25/05 7 7 Green Tee Lift Station No.5 Rehabilitation Section 00432 City of Pearland WAGE RATES 7 Klotz Associates Project No.0218.026 Page 3 SERVICER 9.51 PAINTER-STRUCTURES 14.00 PILEDRIVER 10.96 7 PIPE LAYER 8.49 ASPHALT DISTRIBUTOR 9.47 ASPHALT PAVING MACHINE 10.05 7 BROOM OR SWEEPER OPERATOR 8.01 BULLDOZER 9.91 CONCRETE CURING MACHINE 8.80 CONCRETE FINISHING MACHINE 11.79 7 CONCRETE JOINT SEALER 10.50 CONCRETE PAVING FLOAT 9.30 CONCRETE PAVING SAW 10.01 CONCRETE PAVING SPREADER 9.32 7 SLIPFORM MACHINE OPERATOR 9.20 CRANE, CLAMSHELL, BACKHOE, DERRICK, . D'LINE, SHOVEL 11.35 CRUSHER/SCREENING PLANT 11.00 7 FOUNDATION DRILL OPERATOR, CRAWLER MOUNTED 12.59 FOUNDATION DRILL OPERATOR 7 TRUCK MOUNTED 12 .73 FRONT END LOADER 9.29 MILLING MACHINE OPERATOR 10.43 MIXER- 7.94 7 MOTOR GRADER (FINE GRADE) 11.11 MOTOR GRADER 10.67 PAVEMENT MARKING MACHINE 7.45 7 ROLLER, STEEL WHEEL PLANT MIX PAVEMENTS 9.25 ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING 7.61 7 ROLLER, PNEUMATIC, SELF PROPELLED 7.96 SCRAPER- 8.69 TRACTOR-CRAWLER TYPE 10.12 TRACTOR-PNEUMATIC - 8.99 7 TRAVELING MIXER. 9.35 TRENCHING MACHINE-LIGHT 10.50 TRENCHING MACHINE-HEAVY 13 .56 WAGON-DRILL, BORING MACHINE 10.15 7 REINFORCING STEEL SETTER (PLAVING) 12 .50 REINFORCING STEEL SETTER STRUCTURES 12 .47 STEEL WORKER-STRUCTURAL 10.35 7 SIGN ERECTOR 10.06 SPREADER BOX OPERATOR 9.08 WORK ZONE BARRICADE 7.45 7 SIGN INSTALLER 7.45 TRUCK DRIVER-SINGLE AXLE LIGHT 8.15 TRUCK DRIVER-SINGLE AXLE HEAVY 8.76 TRUCK DRIVER-TANDEM AXLE SEMI 7 TRAILER 8.00 TRUCK DRIVER-LOWBOY/FLOAT 11.29 WELDER 10.43 im Klotz Associates Std, 06/01 01/25/05 7 Green Tee Lift Station No.5 Rehabilitation Section 00432 City of Pearland WAGE RATES Klotz Associates Project No.0218.026 Page 4 Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses(29 CFR 5.5(a)(1)(ii)). In the listing above,the"SU"designation means that rates listed under that identifier do not refleci collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. END OF GENERAL DECISION • r r r Klotz Associates Std, 06/01 01/25/05 r r Green Tee Lift Station No. 5 Rehabilitation Section 00520 L City of Pearland AGREEMENT Klotz Associates Project No. 0218.026 Page 1 THIS AGREEMENT is dated as of the 2?1;4 day of arm/ in the year 20 e by and between Ethe City of Pearland (hereinafter called OWNER) and G&N Enterprises,Inc. (hereinafter called CONTRACTOR). OWNER and CONTRACTOR,in consideration of the mutual covenants hereinafter set forth,agree as follows: ARTICLE 1 -WORK 1.1. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Work of this Contract comprises rehabilitation of a wastewater lift station by conversion of a wet well/dry well system, to a submersible pump lift station. Work includes installation of two submersible pumps with a design pumping capacity of 830 gpm each. The lift station is located on Green Tee Drive north of Broadway/FM 518 in Pearland,Texas. The City of Pearland will replace the fence after construction,abandon the existing dry well including pulling existing pumps, motors,piping,etc.,and run the water service to the lift station. 1.2. The Project for which the Work under the Contract Documents may be the whole or only a part of is generally described as follows: Green Tee Lift Station No. 5 Rehabilitation for the City of Pearland ARTICLE 2-ENGINEER 2.1. The Project has been designed byKlotz Associates,Inc.who is hereinafter called ENGINEER� E and who is to act as OWNER'S representative, assume all duties and responsibilities and have the rights and authority assigned to [IN ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3-CONTRACT TIMES 3.1. The Work will be substantially completed within 120 calendar days after the date when the Contract Times commence to run as provided in Paragraph 2.03 of the General Conditions,and completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions within 150 calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.1 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay(but not as a penalty)CONTRACTOR shall pay OWNER $250,plus additional engineering costs as set forth in Paragraph 14.09 of the Supplementary Conditions,for each day that expires after the time specified in Paragraph 3.1 for Substantial Completion until the Work is substantially complete. 1 3.3. Permitting CONTRACTOR or Surety to continue and finish the Work or any part of the Work after the times specified for completion,or after the date to which the times for completion may have been extended,shall in no way operate as a waiver on the part of OWNER of its rights under the Contract. Klotz Associates Std,06/01 04/11/05 F Green Tee Lift Station No.5 Rehabilitation Section 00520 City of Pearland AGREEMENT Klotz Associates Project No. 0218.026 Page 2 ARTICLE 4-CONTRACT PRICE [41 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current-funds as follows: p� Seventy One Thousand Six Hundred Eighty Dollars($71,680.00 ) l (written) (figures) ARTICLE 5-PAYMENT PROCEDURES 5.1. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. Progress Payments: 5.2. OWNER will make monthly progress payments on account of the Contract Price on the basis of CONTRACTOR'S Applications for Payment as recommended by ENGINEER each month during construction as provided below. All progress payments will be on the basis of the progress of Work measured by the schedule of values established in Paragraph 14.01 of the General Conditions(and in the case of Unit Price Work based on the number of units completed) or,in the event there is no schedule of values,as provided in the General Requirements. Retainage: 5.2.1. After each Application for Payment has been found acceptable by OWNER, OWNER will pay 90% of the estimated value less any previous payments to CONTRACTOR until Substantial Completion. 5.2.2. Upon Substantial Completion of the Work, the amount retained may be reduced. When the Work has been Substantially Completed except for Work which cannot be completed because of weather conditions,lack of materials or other reasons which,in the judgment of OWNER are valid reasons for noncompletion,OWNER may make additional payments,retaining at all times an amount sufficient to cover the estimated cost of the work still to be completed or corrected. Final Payment: 5.3. Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Paragraph 14.07. ARTICLE 6-INTEREST All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE 7-CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement,CONTRACTOR makes the following representations: 7.1. CONTRACTOR has examined and carefully studied the Contract Documents(including the Addenda listed in Article 8)and the other related data identified in the Bidding Documents including"technical data." L. 7.2. CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local, and site Klotz Associates Std,06/01 04/11/05 Green Tee Lift Station No.5 Rehabilitation Section 00520 City of Pearland AGREEMENT Klotz Associates Project No.0218.026 Page 3 conditions that may affect cost,progress,performance and furnishing of the Work. 7.3. CONTRACTOR is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect cost,progress,performance,and furnishing of the Work. 7.4. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means,methods,techniques,sequences,and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto. CONTRACTOR does not consider that any additional examinations,investigations,explorations,tests,studies,or data are necessary for the performance and furnishing of the Work at the Contract Price,within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. 7.5. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. r 7.6. CONTRACTOR has correlated the information known to CONTRACTOR,information and observations obtained from visits to the site, reports, and drawings identified in the Contract Documents and all additional examinations, investigations,explorations,tests,studies and data with the Contract Documents. 7.7. CONTRACTOR has given ENGINEER written notice of all conflicts,errors,ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 8-CONTRACT DOCUMENTS EThe Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the following: 8.1. This Agreement. 8.2. Exhibits to this Agreement. 8.3. Bid Form. 8.4. Performance,Payment and other Bonds. 8.5.Notice to Proceed,not attached hereto. 8.6.General Conditions(Pages 1 to 41,inclusive) 8.7 Supplementary Conditions(Pages SC-1 to SC-14, inclusive.) 8.8. Specifications bearing the title"Green Tee Lift Station No.5 Rehabilitation"and consisting of divisions and pages listed in the General Table of Contents. 8.9. Drawings, consisting of a cover sheet and sheets numbered 1 through 8, inclusive with each sheet bearing the following general title: Construction Plans for Green Tee Lift Station No.5 Rehabilitation attached hereto. 8.10. Wage Rates. Klotz Associates Std,06/01 04/11/05 Green Tee Lift Station No.5 Rehabilitation Section 00520 City of Pearland AGREEMENT Klotz Associates Project No. 0218.026 Page 4 8.11. Addenda numbers 1 to 1 ,inclusive. 8.12. Documentation submitted by CONTRACTOR prior to Notice of Award(Pages to ,inclusive.) 8.13. Appendix Forms and Drawings. 8.14. Federal,State,and Local Forms. 8.15. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending,modifying or supplementing the Contract Documents pursuant to Paragraphs 3.5 and 3.6 of the General Conditions. The documents listed in Paragraphs 8.2 et seq.above are attached to this Agreement(except as expressly noted otherwise above.) There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended,modified or supplemented as provided in Paragraph 3.04 of the General Conditions. ARTICLE 9-MISCELLANEOUS 9.1. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 9.2. 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, moneys that may become due and moneys that are due may 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. 9.3. OWNER and 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 to all covenants,agreements and obligations contained in the Contract Documents. rim r r tom" `1"1 Klotz Associates Std,06/01 04/11/05 L 7 7_ Green Tee Lift Station No.5 Rehabilitation . Section 00520 City of Pearland AGREEMENT Klotz Associates Project No. 0218.026 Page 5 [II IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER,CONTRACTOR,and ENGINEER. All portions of the Contract Documents have been signed,initialed or identified by OWNER and CONTRACTOR or identified by ENGINEER on their behalf. 7 This Agreement will be effective on (Lp r i I 211 ,20 Os ,(which is the effective Date of the Agreement). 7 Attest: � 7 /" b-let ( (Z 1 '11C • (COd1,,,A,,,„,.._/ NT CTO r_,-, 7 (Signature)r.pn,G✓iae)Sac,g6 r1 (Signature) l_idicress-forgiving-notices: (-1 e.f3Q- g�n e, 'Pee J`�e,`'i- 7. _._:-,- = = (Typed Name and Title) __-- _ _,..--,Le)%&L (p320-e, ___. -. ;.;,._ 4 �'� 1 h 1�Z k�a q z' (If CONTRACTOR is a corporation,attach evidence of 7 ? �� %A'` authority to sign.) ° 7Alter: : • 3_ C �y of � g2��N ° i J (OWNER) /A "/ ..7 �o,f, •e• (S' natt(�? (Signature)II. -oil., 1 00�,0 e// /,SE, G;.i- manager Address for giving notices: (Typed Name and Title) 7 35ig i4 b•er4, Pr 7 Pearland, TX 175i' 1 7 C 7 7 IP L' Klotz Associates Std,06/01 01/25/05 7 MINUTES OF SPECIAL MEETING OF DIRECTORS of G & N Enterprises , Inc . A special meeting of the Board of Directors of G & N Enterprises , Inc. was held at the office of the Corporation , CR-403 Anderson , TX 77830, on October 24 , 1999 , at5 : 00p . 2155 The following directors were present and participating at 7 the meeting : George Stone • E , M. Stone Is being all of the directors of the Corporation . George Stone , President of the Corporation , acted as Chairman of the meeting, and E . M . Stone , Secretary of the Corporation , acted as Secretary of the meeting. The Secretary put forth and read a waiver of notice of the meeting signed y �by all the directors , and .accordingl filed a - copy of the waiver with the minutes of the meeting . 7 The chairman stated that a quorum of the directors was , present , and that the meeting , having been duly convened , could transact business . on the motion duly made and seconded , and after due deliberation , the following resolutions were adopted : Dolores Stone Escalera was nominated and elected to the • position of vice-President of G & N Enterprises , Inc . To open a new bank account at Klein Bank located at 13845 Breck Houston , TX 77066 There being no further business , the meeting was adjourned . George Stone , P sident )/ii , E . M. Stone , ecretary Bond No. 4346499 LLL Green Tee Lift Station No.5 Rehabilitation Section 00611 City of Pearland PERFORMANCE BOND Klotz Associates Project No.0218.026 Page 1 STATE OF TEXAS COUNTY OF Brazoria KNOW ALL PERSONS BY THESE PRESENTS: That G & N Enterprises, Inc. of the City of Houston County of Harris ,and State of Texas,as Principal,and SureTec Insurance Compan authorized under the Laws of the State of Texas to act as surety on bonds for principals,are held and firmly bound unto + City of Pearland l` (Owner),in the penal sum of Seventy One Thousand Seven Hundred and 00/100 Dollars($ 71,700.00 )for the payment whereof,the said Principal and Surety bind themselves,and their heirs, administrators,executors,successors and assigns,jointly and severally,by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner, dated the day of 20 ,to which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,that if the said principal shall faithfully perform said Contract and shall in all respects duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said contract agreed and covenanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and the Plans and Specifications hereto annexed,then this obligation shall be void;otherwise to remain in full force and effect; "PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253* of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said statute to the same extent as if it were copied at length herein." Surety,for value received,stipulates and agrees that no change,extension of time,alteration or addition to the terms of the contract,or to work performed thereunder,or the plans,specifications,or drawings,accompanying the same,shall in anyway affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract,or the work to be performed thereunder. *Not applicable for federal work. See"The Miller Act,"40 U.S.C.S270. Klotz Associates Std,06/01 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00611 City of Pearland PERFORMANCE BOND Klotz Associates Project No.0218.026 Page 2 IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this day of ,20 e / ly.G, SureTec Insurance Company Principal �h�✓Pr J Sur Xim,BY: ' J,!�� BY: �/Y /l J' C g�rSC,$k,,¢, c-aynnis M. escant, Jr., Attorney—In—Fact- - 1 DDRBSS:� ,Pi:0 Box 682842 ADDRESS: 5000 Plaza on the Lake, Suite`2S0" ,HDuaton, Texas 77268 Austin, Texas 78746 - The name and address of the Resident Agent of Surety is: Brady, Chapman, Holland & Associates, Inc. ADDRESS: P.O. Box 922019. Houston. Texas 77292 E I . Klotz Associates Std,06/01 01/25/05 Bond No.. 4346499 Green Tee Lilt Station No.5 Rehabilitation Section 00612 City of Pearland PAYMENT BOND Klotz Associates Project No.0218.026 Page 1 STATE OF TEXAS COUNTY OF Brazoria KNOW ALL PERSONS BY THESE PRESENTS: That G & N Enterprises, Inc. • of the City of Houston County of Harris ,and State of Texas,as Principal,andsureTec Insurance Company authorized under the Laws of the State of Texas to act as surety on bonds for principals,are held and firmly bound unto City of Pearland (Owner),in the penal sum of Seventy One Thousand Seven Hundred and 00/100 Dollars($ 71,700.00 )for the payment whereof,the said Principal and Surety bind themselves,and their heirs,administrators,executors,successors and assigns,jointly and severally,by these presents: WHEREAS,the Principal has entered into a certain written contract with the Owner,dated the day of ,20_ ,to which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,that if the said principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said con- tract,then,this obligation shall be void;otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said statute to the same extent as if it were copied at length herein. Surety,for value received,stipulates and agrees that no change,extension of time,alteration or addition to the terms of the contract,or to the work performed thereunder,or the plans,specifications or drawings accompanying the same,shall in anyway effect its obligation on this bond and it does hereby waive notice of any such change,extension of time, alteration or addition to the terms of the contract,or to the work to be performed thereunder. •• Klotz Associates Std,06/01 01/25/05 7 7 Green Tee Lift Station No.5 Rehabilitation Section 00612 City of Pearland PAYMENT BOND 7 Klotz Associates Project No.0218.026 Page 2 IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this day 7 of ,20 . 7 . i F- IrC� SureTec:Insruance Company Principal N 6-11 k ` e>> Su C rk ' P�f� BY: /4/l/1/1"7 BY: OF7 " V,..— $JUr.¢� Qr25i`olavv�' Dennis M. Descant, Jr.'; AtAke-- ge.,64-,seIn—Fact •_ ADDRESS:J PA. Box 682842 ADDRESS: 5000 Plaza on the Lake, Suite`290 ----- -_RO ston, Texas 77268 7 , , _, / Austin, Texas 78746 ____-•_•,„ , , —f_ _ -_ .-N. _ _ _..._ _ , -.; ;' --- 7 ,___ • ___. _.._. ., __ The name and address of the Resident Agent of Surety is: — ____ Brady, Chapman, Holland & Associates, Inc. 7 ADDRESS: P.O. Box 922019, Houston, Texas 77292 7 • C C C 7 • .7 Klotz Associates Std,06/01 01/25/05 C 1 ljt Surelec . 7 Bond No. 4346499 POWER OF ATTORNEY 7 Know All Men by These Presents, That SURETEC INS "Company"),INSURANCE COMPANY(the Company'), a corporation duly organized and existing under the laws of the State of Texas,and having its principal office in Houston,Harris County,Texas,does by these presents make,constitute and appoint Timothy J.Brady,Edwin W.Chapman,Kelly Gerland,Lanette E.Bauer, Jeffrey L.Brady,Dennis M.Descant,Jr.,Sharon L.Nail,Heather K.Hastings of Houston,Texas its true and lawful Attorneys)-in-fact,with full power and authority hereby conferred in its name,place and stead, 7 to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety,providing the bond penalty does not exceed 7 Five Million Dollars ($5,000,000)and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following 7 resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice-President, any Assistant Vice-President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: [7 Attorney-in-Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the 7 President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile [9 signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.(Adopted at a meeting held on 20th of April, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its C • corporate seal to be hereto affixed this 11th day of June,A.D.2002. SURETEC INSURANCE COMPANY Corporate Seal soRAIVc .„--�--..Fco ,„u! 9 ; By wi W CC k5f2 e State of Texas fix,' Jr. * Joh 7 County of Harris ss: President On this 11th day of June A.D. 2002 before me personally came John Knox, Jr., to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company 7 described in and which executed the above instrument;that he knows the seal of said Company;that the seal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Company;and that he signed his name thereto by like order. 7 i� DONNA Ua113.1 . 2JbaneaZ NotarySeal ` % ' `' '°'�„"" , "' """'°"r'P`" JUNE 11,2006 Notary -- My commission expires June 11,2006 7I,Michael P.Whisenant,Vice President and Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect;and furthermore,the resolutions of the Board of Directors,set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto-se t�n_iy-Sand-and-affixed the seal of said Company at Houston, Texas this day of 20 , - A.D. -:- - xxst?RA.^.1,c4- - ---_ — --: ilid4Ut G? 144"6"14r44/1— . 7 Corporate Seal ,- �f w 5 }i W Michael P. hisenant, ��'��..1.. � Vice President,Assistant Secretary E SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATI ON Statutory Complaint Notice To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at 1-866-732-0099 You may also write to the Surety at: SureTec Insurance Company 5000 Plaza on the Lake, Suite 290 Austin,TX 78746 You may contact the Texas Department of Insurance to obtain information on companies,coverage, rights or E complaints at 1-800-252-3439. You may write the Texas Department of Insurance at PO Box 149104 Austin,TX 78714-9104 Fax#: 512-475-1771 PREMIUM OR CLAIM DISPUTES:Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Important Notice Regarding Terrorism Risk Insurance Act of 2002 In accordance with the Terrorism Risk Insurance Act of 2002(the"Act"), this disclosure notice is provided for surety bonds on which one or more of the following companies is the issuing surety: SureTec Insurance Company, U. S. Specialty Insurance Company,and any other company that is added to SureTec Insurance Company for which surety business is underwritten by SureTec Insurance Company("Issuing Sureties"). The premium attributable to any bond coverage for"acts of terrorism"as defined in Section 102(1)of the Act is Zero Dollars ($0.00). EThe United States will reimburse the Issuing Sureties for ninety percent(90%)of any covered losses from terrorist acts certified under the Act exceeding the applicable surety deductible. The actual coverage provided by your bond for acts of terrorism, as is true for all coverages, is limited by the terms,conditions, exclusions, penalties, limits,other provisions of your bond and the underlying contract, any endorsements to the bond and generally applicable rules of law. This Important Notice Regarding Terrorism Insurance Risk Act of 2002 is for informational purposes only and does not create coverage nor become a part or condition of the attached document. Exclusion of Liability for Mold, Mycotoxins, and Fungi The Bond to which this Rider is attached does not provide coverage for, and the surety thereon shall not be liable for, molds, living or dead fungi, bacteria, allergins, histamines, spores, hyphae, or mycotoxins, or their related products or parts, nor the remediation thereof, nor the consequences of their occurrence, existence,or appearance. ESureTec Rider Required Notices.doc Rev.07.15.04 1 I i � Client#:4829 GNENTERPRI LLL MMID AC*Rau CERTIFICATE OF LIABILITY INSURANCE DATE( 05D THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ' Brady,Chapman,Holland&Assoc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O.Box 922019 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Houston,TX 77292-2019 7NAIL# , INSURERS AFFORDING COVERAGE IN U 688-1500 ' INSURER A: Amerisure Mutual Ins Co(Formerly Mi 23396 INSURED G&N Enterprises,Inc. P.O.Box 682842 _ . Houston,TX 77268-2842 INSURER D: - r COVERAGESTOI1 ANY REQUIRE E INSURANCE,TERM LISTED IONBELOWF ANY CONTRACT BEEN ACTISS ORD OTHER THEDOCUMENT CUM INSUREDT WITH RESPECT OOE WHICH THIS SC AND MAY BE ISSUED UDCHG ANY REQUIREMENT,THE INSURANCE OR AFFORDED BY THE CPOL C ES DESCRIBED HEREIN IS WITH TO TO TERM CERTIFICATE USIO CO D I IONSD OF OR MAYL PIES. THE POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.ICY EFFECTIVE POLICY EXPIRATION IIIIIIIIIIIIIIMIIIIIIIIIIII (I�Fr'''• TYPE OF INSURANCE POLICY NUMBER DATE MM DD W DATE MMIDD W EACH OCCURRENCE $1 000 000 ■':••�� 01101105 01101106 00 000 IERALLIABUTY GL200580201 DAMAGE TO RENTEDCOMMERCIAL GENERAL LIABILITY MEDP(Anyonepeo) $1$30 0OO ■ CLAIMSMADE OCCUR PERSONAL&ADV INJURY $1 000 000 PD Ded:1 000 $2 000 000 N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG 52 OOO OOO POLICY© JECT ■ LOC 51,000,000 A AUTOMOBILE LIABILITY CA200580301 01101105 01/01106 CO aBIIidEDDt)SINGLELIMIT ©ANY AUTO (Ea1 BODILY INJURY $ IIIALL OWNED AUTOS ■ (Per person) SCHEDULED AUTOS BODILY INJURY $ Ell AUTOS (Per accident)ell NON-OWNEDAUTOS I III PROPERTY DAMAGE $ (Per accident)■ AUTO ONLY-EA ACCIDENT $ I GARAGE LIABILITY EA ACC $ OTHER THAN AUTO ONLY: AGG $ ■ANY AUTO ' I ■ 01101/05 Mil01101/06 EACH OCCURRENCE $2 000 000 /� 1EXCESSIUMBRELLA LIABILITY CU200580501 AGGREGATE $2 000 000 © OCCUR CLAIMS MADE $ J $ ■ DEDUCTIBLE $ El RETENTION $10000 01/01/05 01/01/06 El •: �� Illiail A WORKERS COMPENSATION AND WC200580601 E.L.EACH ACCIDENT $1 000 000 EMPLOYERS'LIABILITY EL DISEASE-EA EMPLOYEE $1,000,000 ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-POLICY LIMIT $1 000 000 If yes,describe under SPECIAL PROVISIONS below IM200580401 01/01/05 01/01/06 $250,000 Any Project _ r A oTHER Installation ri I Floater DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS RE: GREEN TEE LIFT STATION NO.5 REHABILITATION FOR THE CITY OF PEARLAND, . TEXAS-CITY PROJECT NO.2005-035 Certificate holder is an additional insured on the general liability (See Attached Descriptions) CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL �0_ DAYS WRITTEN City of Pearland,Frank J NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL C 1160 Dairy Assoc Ashford&Klotz#5 &Asso IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1160 #500 REPRESENTATIVES. Houston,TX 77079 AUTHORIZED REPRESENTATIVE t1+ ' L 2 © A""•RD CORPORATION 1988 ACORD 25(2001I08)1 of 3 #M10244 C I This document has important legal consequences; consultation with an attorneyis encourag ed with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. r STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By — National Society o€: AC E Professional Engineerso A.vmavCoe.u;.orFac,amasaCnupnairs ProtassionalEngineeJsInPrimly'Jacticu ar�ahasoeltt'ot;CP7Envtn�ir.,' PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by rn„ The Associated General Contractors of America Knowledge for Creating LLL...... and Sustaining the Built E'Nironmenf Construction Specifications Institute EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-1 r r r r r • Copyright©2002 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 American Council of Engineering Companies 1015 15th Street,N.W.,Washington,DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive,Reston,VA 20191-4400 n r These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions(No.C-800)(2002 Edition). EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-2 r 7 rTABLE OF CONTENTS Page 7 ARTICLE 1-DEFINITIONS AND TERMINOLOGY 6 1.01 Defined Terms 6 1.02 Terminology 8 ARTICLE 2-PRELIMINARY MATTERS 9 r, 2.01 Delivery of Bonds and Evidence of Insurance 9 2.02 Copies of Documents 9 r 2.03 Commencement of Contract Times;Notice to Proceed - 9 2.04 Starting the Work 9 2.05 Before Starting Construction 9 2.06 Preconstruction Conference 9 7 2.07 Initial Acceptance of Schedules 9 ARTICLE 3-CONTRACT DOCUMENTS:INTENT,AMENDING,REUSE 10 3.01 Intent 10 3.02 Reference Standards 10 r 3.03 Reporting and Resolving Discrepancies 10 3.04 Amending and Supplementing Contract Documents 11 3.05 Reuse of Documents 11 3.06 Electronic Data 11 r ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS 11 4.01 -Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 7 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 13 f 4.06 Hazardous Environmental Condition at Site 13 ARTICLE 5-BONDS AND INSURANCE 14 L' 5.01 Performance, Payment, and Other Bonds 14 5.02 Licensed Sureties and Insurers 15 5.03 Certificates of Insurance 15 7 5.04 Contractor's Liability Insurance 15 5.05 Owner's Liability Insurance 16 5.06 Property Insurance 16 • 7 5.07 Waiver of Rights 17 5.08 Receipt and Application of Insurance Proceeds 17 5.09 Acceptance of Bonds and Insurance; Option to Replace 17 r5.10 Partial Utilization,Acknowledgment of Property Insurer 18 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 18 6.01 Supervision and Superintendence 18 6.02 Labor; Working Hours 18 6.03 Services, Materials, and Equipment 18 r, 6.04 Progress Schedule 18 6.05 Substitutes and"Or-Equals" 19 6.06 Concerning Subcontractors,Suppliers, and Others 20 6.07 Patent Fees and Royalties 21 6.08 Permits 21 6.09 Laws and Regulations 21 6.10 Taxes 22 6.11 Use of Site and Other Areas 22 7 6.12 Record Documents 22 6.13 Safety and Protection 22 6.14 Safety Representative 23 7 6.15 Hazard Communication Programs 23 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-3 r r f 6.16 Emergencies 23 6.17 Shop Drawings and Samples 23 6.18 Continuing the Work 24 6.19 Contractor's General Warranty and Guarantee 24 7 6.20 Indemnification 24 6.21 Delegation of Professional Design Services 25 ARTICLE 7-OTHER WORK AT THE SITE 25 7.01 Related Work at Site 25 7.02 Coordination 26 7.03 Legal Relationships 26 ARTICLE 8-OWNER'S RESPONSIBILITIES 26 717 8.01 Communications to Contractor 26 8.02 Replacement of Engineer 26 8.03 Furnish Data 26 7 8.04 Pay When Due 26 8.05 Lands and Easements;Reports and Tests 26 8.06 Insurance 26 8.07 Change Orders 26 8.08 Inspections, Tests, and Approvals 26 7 8.09 Limitations on Owner's Responsibilities 27 8.10 Undisclosed Hazardous Environmental Condition 27 8.11 Evidence of Financial Arrangements 27 7 ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION 27 9.01 Owner's Representative 27 9.02 Visits to Site 27 9.03 Project Representative 27 r 9.04 Authorized Variations in Work 27 9.05 Rejecting Defective Work 27 9.06 Shop Drawings, Change Orders and Payments 28 9.07 Determinations for Unit Price Work 28 r 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 28 9.09 Limitations on Engineer's Authority and Responsibilities 28 ARTICLE 10-CHANGES IN THE WORK;CLAIMS 28 7 10.01 Authorized Changes in the Work 28 10.02 Unauthorized Changes in the Work 29 10.03 Execution of Change Orders 29 10.04 Notification to Surety 29 7 10.05 Claims 29 ARTICLE 11-COST OF THE WORK;ALLOWANCES;UNIT PRICE WORK 30 11.01 Cost of the Work 30 11.02 Allowances 31 P 11.03 Unit Price Work 31 ARTICLE 12-CHANGE OF CONTRACT PRICE;CHANGE OF CONTRACT TIMES 32 12.01 Change of Contract Price 32 12.02 Change of Contract Times 33 ts- 12.03 Delays 33 ARTICLE 13-TESTS AND INSPECTIONS;CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 33 13.01 Notice of Defects 33 13.02 Access to Work 33 7- 13.03 Tests and Inspections 33 13.04 Uncovering Work 34 13.05 Owner May Stop the Work 34 13.06 Correction or Removal of Defective Work 34 13.07 Correction Period 34 13.08 Acceptance of Defective Work 35 13.09 Owner May Correct Defective Work 35 7 ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION 36 14.01 Schedule of Values 36 14.02 Progress Payments 36 14.03 Contractor's Warranty of Title 37 7 14.04 Substantial Completion 37 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-4 r . 7 ( 14.05 Partial Utilization 38 1_ 14.06 Final Inspection 38 14.07 Final Payment 38 14.08 Final Completion Delayed 39 7 14.09 Waiver of Claims 39 ARTICLE 15-SUSPENSION OF WORK AND TERMINATION 39 15.01 Owner May Suspend Work 39 7 15.02 Owner May Terminate for Cause 39 15.03 Owner May Terminate For Convenience 40 15.04 Contractor May Stop Work or Terminate 40 7 ARTICLE 16-DISPUTE RESOLUTION 41 16.01 Methods and Procedures 41 ARTICLE 17-MISCELLANEOUS 41 17.01 Giving Notice 41 17.02 Computation of Times 41 17.03 Cumulative Remedies 41 17.04 Survival of Obligations 41 17.05 Controlling Law 41 17.06 Headings 41 t_., 1111 rit- 7 7 7 7 r r 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-5 r 7 7 GENERAL CONDITIONS 9. Change Order--A document t recommended by Engineer which is signed by Contractor and Owner and r, ARTICLE 1 -DEFINITIONS AND TERMINOLOGY authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the 1.01 Defined Terms Agreement. 7 A. Wherever used in the Bidding Requirements 10. Claim--A demand or assertion by Owner or or Contract Documents and printed with initial capital Contractor seeking an adjustment of Contract Price or letters, the terms listed below will have the meanings Contract Times,or both,or other relief with respect to the 7 indicated which are applicable to both the singular and terms of the Contract.A demand for money or services by plural thereof. In addition to terms specifically defined, a third party is not a Claim. terms with initial capital letters in the Contract Documents include references to identified articles and 11. Contract--The entire and integrated written paragraphs,and the titles of other documents or forms. agreement between the Owner and Contractor concerning 7the Work. The Contract supersedes prior negotiations, 1. Addenda--Written or graphic instruments representations,or agreements,whether written or oral. issued prior to the opening of Bids which clarify, correct, 7 or change the Bidding Requirements or the proposed 12. Contract Documents-- Those items so Contract Documents. designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract 7 2. Agreement--The written instrument which is Documents.Approved Shop Drawings,other Contractor's evidence of the agreement between Owner and Contractor submittals, and the reports and drawings of subsurface covering the Work. - and physical conditions are not Contract Documents. 7 3.Application for Payment--The form acceptable 13. Contract Price--The moneys payable by Owner to Engineer which is to be used by Contractor during the to Contractor for completion of the Work in course of the Work in requesting progress or final accordance with the Contract Documents as stated in the iii payments and which is to be accompanied by such Agreement (subject to the provisions of Paragraph 11.03 supporting documentation as is required by the Contract in the case of Unit Price Work). q.- Documents. 14. Contract Times--The number of days or the 4. Asbestos--Any material that contains more dates stated in the Agreement to:(i)achieve Milestones,if {(` than one percent asbestos and is friable or is releasing any, (ii)achieve Substantial Completion; and.(iii) corn- asbestos fibers into the air above current action levels plete the Work so that it is ready for final payment as established by the United States Occupational Safety and evidenced by Engineer's written_recommendation of final ' Health Administration. payment. L 5. Bid--The offer or proposal of a Bidder 15. Contractor--The individual or entity with submitted on the prescribed form setting forth the prices whom Owner has entered into the Agreement. for the Work to be performed. 7 16.Cost of the Work--See Paragraph 11.01.A for 6.Bidder--The individual or entity who submits definition. a Bid directly to Owner. 7 17. Drawings--That part of the Contract 7. Bidding Documents--The Bidding Documents prepared or approved by Engineer which Requirements and the proposed Contract Documents graphically shows the scope, extent, and character of the 7... (including all Addenda). Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so 8.Bidding Requirements--The Advertisement or defined. Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any 18. Effective Date of the Agreement--The date 7 supplements. indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 7 19.Engineer--The individual or entity named as such in the Agreement. 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-6 7 7 20. Field Order--A written order issued by 32.Progress Schedule--A schedule,prepared and Engineer which requires minor changes in the Work but maintained by Contractor, describing the sequence and which does not involve a change in the Contract Price or duration of the activities comprising the Contractor's plan 7 the Contract Times. to accomplish the Work within the Contract Times. L 21. General Requirements--Sections of Division 33. Project--The total construction of which the 1 of the Specifications.The General Requirements pertain Work to be performed under the Contract Documents may to all sections of the Specifications. be the whole,or a part. 7 22. Hazardous Environmental Condition--The 34. Project Manual--The bound documentary presence at the Site of Asbestos, PCBs, Petroleum, information prepared for bidding and constructing the rim Hazardous Waste, or Radioactive Material in such Work. A listing of the contents of the Project Manual, quantities or circumstances that may present a substantial which may be bound in one or more volumes, is danger to persons or .property exposed thereto in contained in the table(s)of contents. connection with the Work. 7 35. Radioactive Material--Source, special nucle- 23. Hazardous Waste--The term Hazardous ar,or byproduct material as defined by the Atomic Energy Waste shall have the meaning provided in Section 1004 of Act of 1954 (42 USC Section 2011 et seq.) as amended 7 the Solid Waste Disposal Act(42 USC Section 6903) as from time to time. amended from time to time. 36.Related Entity--An officer,director,partner, 24.Laws and Regulations;Laws or Regulations- employee,agent,consultant,or subcontractor. -Any and all applicable laws,rules,regulations,ordinanc- e es,codes, and orders of any and all governmental bodies, 37. Resident Project Representative--The autho- agencies,authorities,and courts having jurisdiction. rized representative of Engineer who may be assigned to the Site or any part thereof. L 25. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or 38. Samples--Physical examples of materials, personal property. equipment, or workmanship that are representative of some portion of the Work and which establish the ..ri 26. Milestone--A principal event specified in the standards by which such portion of the Work will be Contract Documents relating to an intermediate comple- judged. tion date or time prior to Substantial Completion of all the 7 Work. 39.Schedule of Submittals--A schedule,prepared and maintained by Contractor, of required submittals and 27. Notice of Award--The written notice by the time requirements to support scheduled performance Owner to the Successful Bidder stating that upon timely of related construction activities. Twi. compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the 40. Schedule of Values--A schedule, prepared Agreement. and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work-and used 28.Notice to Proceed--A written notice given by as the basis for reviewing Contractor's Applications for 7 Owner to Contractor fixing the date on which the Con- Payment. tract Times will commence to run and on which Contractor shall start to perform the Work under the 41. Shop Drawings--All drawings, diagrams, 7 Contract Documents. illustrations, schedules, and other data or information which are specifically prepared or assembled by or for 29. Owner--The individual or entity with whom Contractor and submitted by Contractor to illustrate some Contractor has entered into the Agreement and for whom portion of the Work. 7 the Work is to be performed. 42.Site--Lands or areas indicated in the Contract 30.PCBs--Polychlorinated biphenyls. Documents as being furnished by Owner upon which the 7_ Work is to be performed, including rights-of-way and 31.Petroleum--Petroleum, including crude oil or easements for access thereto, and such other lands any fraction thereof which is liquid at standard conditions furnished by Owner which are designated for the use of of temperature and pressure (60 degrees Fahrenheit and Contractor. r_ 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, 43. Specifications--That part of the Contract kerosene, and oil mixed with other non-Hazardous Waste Documents consisting of written requirements for and crude oils. materials, equipment, systems, standards and }� workmanship as to the Work, and certain l� EJCDC C-700 Standard General Conditions of the Construction Contract.applied Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-7 7 7 radministrative requirements and procedural matters but is evidence that the parties expect that the change applicable thereto. ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order 44. Subcontractor--An individual or entity following negotiations by the parties as to its effect, if having a direct contract with Contractor or with any other any,on the Contract Price or Contract Times. til: Subcontractor for the performance of a part of the Work at the Site. 1.02 Terminology r, 45. Substantial Completion--The time at which A.The following words or terms are not defined the Work (or a specified part thereof) has progressed to but, when used in the Bidding Requirements or Contract the point where,in the opinion of Engineer,the Work(or Documents,have the following meaning. ' a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the B.Intent of Certain Terms or Adjectives Work (or a specified part thereof) can be utilized for the purposes for which it is intended.The terms"substantially 1.The Contract Documents include the terms"as 7 complete"and"substantially completed"as applied to all allowed," "as approved," "as ordered", "as directed" or or part of the Work refer to Substantial Completion terms of like effect or import to authorize an exercise of 7 thereof. professional judgment by Engineer. In addition, the adjectives `reasonable, "suitable," "acceptable," 46. Successful Bidder--The Bidder submitting a "proper," "satisfactory," or adjectives of like effect or responsive Bid to whom Owner makes an award. import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise 47. Supplementary Conditions--That part of the of professional judgment, action or determination will be 7 Contract Documents which amends or supplements these solely to evaluate, in general, the Work for compliance General Conditions. with the requirements of and information in the Contract Documents and conformance with the design concept of r:- 48.Supplier--A manufacturer, fabricator, suppli- er, the completed Project as a functioning whole as shown or distributor, materialman, or vendor having a direct indicated in the Contract Documents (unless there is a contract with Contractor or with any Subcontractor to specific statement indicating otherwise). The use of any furnish materials or equipment to be incorporated in the such term or adjective is not intended to and shall not be 7Work by Contractor or any Subcontractor. effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any 49. Underground Facilities--All underground duty or authority to undertake responsibility contrary to 4 pipelines,conduits,ducts,cables,wires,manholes,vaults, the provisions of Paragraph 9.09 or any other provision of �i tanks,tunnels, or other such facilities or attachments, and the Contract Documents. any encasements containing such facilities, including those that convey electricity, gases, steam, liquid C.Day petroleum products, telephone or other communications, 7 cable television, water, wastewater, storm water, other 1. The word "day" means a calendar day liquids or chemicals,or traffic or other control systems. of 24 hours measured from midnight to the next midnight. 50. Unit Price Work--Work to be paid for on the D.Defective i basis of unit prices. 1. The word "defective," when modifying the 51. Work--The entire construction or the various word "Work," refers to Work that is unsatisfactory, 7 separately identifiable parts thereof required to be faulty,or deficient in that it: provided under the Contract Documents. Work includes and is the result of performing or providing all labor, a. does not conform to the Contract Documents, services, and documentation necessary to produce such or construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as b. does not meet the requirements of any required by the Contract Documents. applicable inspection,reference standard,test,or approval referred to in the Contract Documents, 7 52. Work Change Directive--A written statement or to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by c. has been damaged prior to Engineer's - Engineer ordering an addition, deletion, or revision in the recommendation of final payment (unless Work,or responding to differing or unforeseen subsurface responsibility for the protection thereof has been or physical conditions under which the Work is to be assumed by Owner at Substantial Completion in performed or to emergencies. A Work Change Directive accordance with Paragraph 14.04 or 14.05). will not change the Contract Price or the Contract Times 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-8 7 r E.Furnish,Install, Perform,Provide or,if a Notice to Proceed is given,on the day indicated in 7 the Notice to Proceed.A Notice to Proceed may be given 1.The word"furnish,"when used in connection at any time within 30 days after the Effective Date of the with services, materials, or equipment, shall mean to Agreement. In no event will the Contract Times corn- , supply and deliver said services, materials, or equipment mence to run later than the sixtieth day after the day of to the Site(or some other specified location)ready for use Bid opening or the thirtieth day after the Effective Date of or installation and in usable or operable condition. the Agreement,whichever date is earlier. 7 2. The word "install," when used in connection 2.04 Starting the Work with services, materials, or equipment, shall mean to put into use or place in final position said services,materials, A. Contractor shall start to perform the Work on 7 or equipment complete and ready for intended use. the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which 3.The words"perform"or"provide,"when used the Contract Times commence to run. in connection with services,materials,or equipment,shall 7 mean to furnish and install said services, materials, or 2.05 Before Starting Construction equipment complete and ready for intended use. A. Preliminary Schedules: Within 10 days after 4.When"furnish,""install,""perform,"or"pro- the Effective Date of the Agreement (unless otherwise vide"is not used in connection with services,materials,or specified in the General Requirements), Contractor shall 7 equipment in a context clearly requiring an obligation of submit to Engineer for timely review: Contractor,"provide"is implied. 7 '1. a preliminary Progress Schedule; indicating F.Unless stated otherwise in the Contract Docu- the times (numbers of days or dates) for starting and ments, words or phrases which have a well-known completing the various stages of the Work, including any technical or construction industry or trade meaning are Milestones specified in the Contract Documents; 7 used in the Contract Documents in accordance with such recognized meaning. 2.a preliminary Schedule of Submittals;and 3.a preliminary Schedule of Values for all of the r, ARTICLE 2-PRELIMINARY MATTERS Work which includes quantities and prices of items which when added together equal the Contract Price and subdi- vides the Work into component parts in sufficient detail to 2.01 Delivery of Bonds and Evidence of Insurance serve as the basis for progress payments during 7 performance of the Work. Such prices will include an A. When Contractor delivers the executed appropriate amount of overhead and profit applicable to counterparts of the Agreement to Owner,Contractor shall each item of Work. r also deliver to Owner such bonds as Contractor may be Lrequired to furnish. 2.06 Preconstruction Conference B. Evidence of Insurance: Before any Work at A. Before any Work at the Site is started, a 7 the Site is started, Contractor and Owner shall each conference attended by Owner, Contractor, Engineer,and deliver to the other,with copies to each additional insured others as appropriate will be held to establish a working identified in the Supplementary Conditions,certificates of understanding among the parties as to the Work and to 7 insurance (and other evidence of insurance which either discuss the schedules referred to in Paragraph 2.05.A, of them or any additional insured may reasonably request) procedures for handling Shop Drawings and other which Contractor and Owner respectively are required to submittals, processing Applications for Payment, and purchase and maintain in accordance with Article 5. maintaining required records. 2.02 Copies of Documents 2.07 Initial Acceptance of Schedules LL A. Owner shall furnish to Contractor up to ten A.At least 10 days before submission of the first 7 printed or hard copies of the Drawings and Project Application for Payment a conference attended by. Manual.Additional copies will be furnished upon request Contractor, Engineer, and others as appropriate will be at the cost of reproduction. held to review for acceptability to Engineer as provided below the schedules submitted in accordance with ri 1. 2.03 Commencement of Contract Times; Notice to Paragraph 2.05.A. Contractor shall have an additional 10 Proceed days to make corrections and adjustments and to complete and resubmit the schedules.No progress payment shall be A.The Contract Times will commence to run on made to Contractor until acceptable schedules are 7 the thirtieth day after the Effective Date of the Agreement submitted to Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-9 7 7 7 responsibilities of Owner,Contractor,or Engineer,or any 1. The Progress Schedule will be acceptable to of their subcontractors, consultants, agents, or employees Engineer if it provides an orderly progression of the Work from those set forth in the Contract Documents.No such to completion within the Contract Times. Such acceptance provision or instruction shall be effective to assign to 7 will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or Owner,or Engineer,or any of,their Related Entities,any duty or authority to supervise or direct the performance of progress of the Work nor interfere with or relieve the Work or any duty or authority to undertake respon- ri% Contractor from Contractor's full responsibility therefor. sibility inconsistent with the provisions of the Contract Documents. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable 3.03 Reporting and Resolving Discrepancies arrangement for reviewing and processing the required submittals. A.Reporting Discrepancies 7. 3. Contractor's Schedule of Values will be 1. Contractor's Review of Contract Documents acceptable to Engineer as to form and substance if it Before Starting Work:Before undertaking each part of the 7 provides a reasonable allocation of the Contract Price to Work, Contractor shall carefully study and compare the component parts of the Work. Contract Documents and check and verify pertinent figures therein and all applicable field measurements. 7 Contractor shall promptly report in writing to Engineer ARTICLE 3-CONTRACT DOCUMENTS: INTENT, any conflict, error, ambiguity, or discrepancy which AMENDING,REUSE Contractor may discover and shall obtain a written interpretation or clarification from Engineer before 7 proceeding with any Work affected thereby. 3.01 Intent 2. Contractor's Review of Contract Documents A. The Contract Documents are complementary; During Performance of Work: If, during the performance 7 what is required by one is as binding as if required by all. of the Work, Contractor discovers any conflict, error, ambiguity,or discrepancy within the Contract Documents B. It is the intent of the Contract Documents to or between the Contract Documents and any provision of - describe a functionally complete Project(or part thereof) any Law or Regulation applicable to the performance of to be constructed in accordance with the Contract Docu- the Work or of any standard, specification, manual or ments. Any labor, documentation, services, materials, or code, or of any instruction of any Supplier, Contractor equipment that may reasonably be inferred from the shall promptly report it to Engineer in writing.Contractor Contract Documents or from prevailing custom or trade shall not proceed with the Work affected thereby (except 7 usage as being required to produce the intended result will in an emergency as required by Paragraph 6.16.A) until be provided whether or not specifically called for at no an amendment or supplement to the Contract Documents 7 additional cost to Owner. has been issued by one of the methods indicated in Paragraph 3.04. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as 3.Contractor shall not be liable to Owner or provided in Article 9. Engineer for failure to report any conflict, error, ambigu- 7 ity, or discrepancy in the Contract Documents unless 3.02 Reference Standards Contractor knew or reasonably should have known thereof. 7 A. Standards, Specifications, Codes, Laws, and Regulations B.Resolving Discrepancies 1. Reference to standards, specifications, 1.Except as may be otherwise specifically stated manuals, or codes of any technical society, organization, in the Contract Documents,the provisions of the Contract 7 or association, or to Laws or Regulations, whether such Documents shall take precedence in resolving any reference be specific or by implication, shall mean the conflict, error, ambiguity, or discrepancy between the standard,specification,manual,code,or Laws or Regula- provisions of the Contract Documents and: 7 tions in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), a. the provisions of any standard, specification, except as may be otherwise specifically stated in the manual, code, or instruction (whether or not 7 Contract Documents. specifically incorporated by reference in the Contract Documents);or 2. No provision of any such standard, specification, manual or code, or any instruction of a b. the provisions of any Laws or Regulationsi Supplier shall be effective to change the duties or applicable to the performance of the Work JJ EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright O 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-10 p 7 7 (unless such an interpretation of the provisions sole risk. If there is a discrepancy between the electronic of the Contract Documents would result in viola- files and the hard copies,the hard copies govern. tion of such Law or Regulation). r B. Because data stored in electronic media L3.04 Amending and Supplementing Contract format can deteriorate or be modified inadvertently or Documents otherwise without authorization of the data's creator,the party receiving electronic files agrees that it will perform 7 A. The Contract Documents may be amended to acceptance tests or procedures within 60 days,after which provide for additions,deletions,and revisions in the Work the receiving party shall be deemed to have accepted the or to modify the terms and conditions thereof by either a data thus transferred. Any errors detected within the 60- Change Order or a Work Change Directive. day acceptance period will be corrected by the transferring party.. 7 B. The requirements of the Contract Documents may be supplemented, and minor variations and C. When transferring documents in electronic 7 deviations in the Work may be authorized,by one or more media format, the transferring party makes no of the following ways: representations as to long term compatibility,usability,or readability of documents resulting from the use of 7 1.A Field Order; software application packages, operating systems, or computer hardware differing from those used by the 2. Engineer's approval of a Shop Drawing or data's creator. Sample; (Subject to the provisions of Paragraph 6.17.D.3);or 7 ARTICLE 4 - AVAILABILITY OF LANDS; 3. Engineer's written interpretation or SUBSURFACE AND PHYSICAL CONDITIONS; clarification. HAZARDOUS ENVIRONMENTAL CONDITIONS; ?.. REFERENCE POINTS 3.05 Reuse of Documents A.Contractor and any Subcontractor or Supplier 4.01 Availability of Lands 7 or other individual or entity performing or furnishing all of the Work under a direct or indirect contract with A. Owner shall furnish the Site. Owner shall Contractor,shall not: notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the 1. have or acquire any title to or ownership Site with which Contractor must comply in performing rights in any of the Drawings, Specifications, or the Work. Owner•will obtain in a timely manner and pay ro other documents(or copies of any thereof)prepared by or for easements for permanent structures or permanent bearing the seal of Engineer or Engineer's consultants, changes in existing facilities.If Contractor and Owner are including electronic media editions; or unable to agree on entitlement to or on the amount or 7 extent, if any, of any adjustment in the Contract Price or 2. reuse any of such Drawings, Specifications, Contract Times, or both, as a result of any delay in other documents,or copies thereof on extensions Owner's furnishing the Site or a part thereof, Contractor 7 of the Project or any other project without written consent may make a Claim therefor as provided in Paragraph of Owner and Engineer and specific written verification 10.05. or adaption by Engineer. 7 B. Upon reasonable written request, Owner shall B. The prohibition of this Paragraph 3.05 will furnish Contractor with a current statement of record legal survive final payment, or termination of the Contract. title and legal description of the lands upon which the Nothing herein shall preclude Contractor from retaining Work is to be performed and Owner's interest therein as copies of the Contract Documents for record purposes. necessary for giving notice of or filing a mechanic's or 7 construction lien against such lands in accordance with 3.06 Electronic Data applicable Laws and Regulations. 7 A. Copies of data furnished by Owner or C. Contractor shall provide for all additional Engineer to Contractor or Contractor to Owner or lands and access thereto that may be required for Engineer that may be relied upon are limited to the temporary construction facilities or storage of materials printed copies (also known as hard copies). Files in and equipment. 7 electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-11 7 7 7 4.02 Subsurface and Physical Conditions 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally A. Reports and Drawings: The Supplementary recognized as inherent in work of the character provided 7 Conditions identify: for in the Contract Documents; 1. those reports of explorations and tests of then Contractor shall, promptly after becoming aware subsurface conditions at or contiguous to the Site that thereof and before further disturbing the subsurface or 7 Engineer has used in preparing the Contract Documents;and physical conditions or performing any Work in connec- tion therewith (except in an emergency as required by Paragraph 6.16.A),notify Owner and Engineer in writing 7 2. those drawings of physical conditions in or about such condition. Contractor shall not further disturb relating to existing surface or subsurface structures at or such condition or perform any Work in connection contiguous to the Site (except Underground Facilities) therewith (except as aforesaid) until receipt of written that Engineer has used in preparing the Contract order to do so. tir Documents. B. Engineer's Review: After receipt of written B.Limited Reliance by Contractor on Technical notice as required by Paragraph 4.03.A, Engineer will Data Authorized- Contractor may rely upon the general promptly review the pertinent condition, determine the 7 accuracy of the"technical data"contained in such reports necessity of Owner's obtaining additional exploration or and drawings, but such reports and drawings are not tests with respect thereto, and advise Owner in writing Contract Documents. Such "technical data" is identified (with a copy to Contractor) of Engineer's findings and in the Supplementary Conditions.Except for such reliance conclusions. 7 on such"technical data,"Contractor may not rely upon or make any claim against Owner or Engineer, or any of C.Possible Price and Times Adjustments their Related Entities with respect to: 1. The Contract Price or the Contract Times, or 711 1.the completeness of such reports and drawings both, will be equitably adjusted to the extent that the for Contractor's purposes, including, but not limited to, existence of such differing subsurface or physical any aspects of the means, methods, techniques, condition causes an increase or decrease in Contractor's 7 sequences,and procedures of construction to be employed cost of, or time required for, performance of the Work; by Contractor, and safety precautions and programs subject,however,to the following: incident thereto;or a. such condition must meet any one Or.more of 7 2. other data, interpretations, opinions, and the categories described in Paragraph 4:03.A; information contained in such reports or shown or and indicated in such drawings;or b.with respect to Work that is paid for on a Unit 7. 3. any Contractor interpretation of or conclusion Price Basis, any adjustment in Contract Price drawn from any "technical data" or any such other data, will be subject to the provisions of Paragraphs interpretations,opinions,or information. 9.07 and 11.03. 7 4.03 Differing Subsurface or Physical Conditions 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: A.Notice:If Contractor believes that any subsur- face or physical condition at or contiguous to the Site that a. Contractor knew of the existence of such 7 is uncovered or revealed either: conditions at the time Contractor made a final commitment to Owner with respect to Contract 1. is of such a nature as to establish that any Price and Contract Times by the submission of a 7 "technical data"on which Contractor is entitled to rely as •Bid or becoming bound under a negotiated provided in Paragraph 4.02 is materially inaccurate;or contract;or 2.is of such a nature as to require a change in the b. the existence of such condition could 7 Contract Documents;or reasonably have been discovered or revealed as a result of any examination, investigation, explo- 3.differs materially from that shown or indicated ration, test, or study of the Site and contiguous in the Contract Documents;or areas required by the Bidding Requirements or 7 Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment;or LEJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-12 7 7 c. Contractor failed to give the written notice as promptly review the Underground Facility and determine required by Paragraph 4.03.A. the extent, if any, to which a change is required in the Contract Documents to reflect and document the 7 3. If Owner and Contractor are unable to agree consequences of the existence or location of the Under- on entitlement to or on the amount or extent, if any, of ground Facility. During such time, Contractor shall be any adjustment in the Contract Price or Contract Times, responsible for the safety and protection of such or both, a Claim may be made therefor as provided in Underground Facility. 7 Paragraph 10.05.However, Owner and Engineer,and any of their Related Entities shall not be liable to Contractor 2. If Engineer concludes that a change in the for any claims, costs, losses, or damages (including but Contract Documents is required, a Work Change 7 not limited to all fees and charges of engineers, architects, Directive or a Change Order will be issued to reflect and attorneys, and other professionals and all court or document such consequences. An equitable adjustment arbitration or other dispute resolution costs) sustained by shall be made in the Contract Price or Contract Times, or Contractor on or in connection with any other project or both, to the extent that they are attributable to the 7 anticipated project. existence or location of any Underground Facility that was not shown or indicated or not shown or indicated 4.04 Underground Facilities with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably 7 A.Shown or Indicated:The information and data have been expected to be aware of or to have anticipated. shown or indicated in the Contract Documents with If Owner and Contractor are unable to agree on respect to existing Underground Facilities at or entitlement to or on the amount or extent, if any, of any contiguous to the Site is based on information and data such adjustment in Contract Price or Contract Times, 7 furnished to Owner or Engineer by the owners of such Owner or Contractor may make a Claim therefor as Underground Facilities, including Owner, or by others. provided in Paragraph 10.05. Unless it is otherwise expressly provided in the Sup- plementary Conditions: 4.05 Reference Points 7 1. Owner and Engineer shall not be responsible A. Owner shall provide engineering surveys to for the accuracy or completeness of any such information establish reference points for construction which in r or data;and Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible 2. the cost of all of the following will be for laying out the Work, shall protect and preserve the included in the Contract Price, and Contractor shall have established reference points and property monuments,and 7 full responsibility for: shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to a. reviewing and checking all such information Engineer whenever any reference point or property and data, monument is lost or destroyed or requires relocation 7 because of necessary changes in grades or locations, and b. locating all Underground Facilities shown or shall be responsible for the accurate replacement or indicated in the Contract Documents, relocation of such reference points or property monuments by professionally qualified personnel. 7 c. coordination of the Work with the owners of such Underground Facilities, including Owner, 4.06 Hazardous Environmental Condition at Site during construction,and A. Reports and Drawings: Reference is made to 7 d: the safety and protection of all such Under- the Supplementary Conditions for the identification of Under- ground Facilities and repairing any damage those reports and drawings relating to a Hazardous thereto resulting from the Work. Environmental Condition identified at the Site,if any,that 7 have been utilized by the Engineer in the preparation of B.Not Shown or Indicated the Contract Documents. 1. If an Underground Facility is uncovered or B.Limited Reliance by Contractor on Technical 7 revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general or indicated, or not shown or indicated with reasonable accuracy of the"technical data"contained in such reports accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified 7 disturbing conditions affected thereby or performing any in the Supplementary Conditions.Except for such reliance (_ Work in connection therewith(except in an emergency as on such"technical data,"Contractor may not rely upon or required by Paragraph 6.16.A),identify the owner of such make any claim against Owner or Engineer, or any of Underground Facility and give written notice to that their Related Entities with respect to: 7 owner and to Owner and Engineer. Engineer will EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. r00700-13 7 7 1.the completeness of such reports and drawings entitlement to or on the amount or extent, if any, of an for Contractor's purposes, including, but not limited to, adjustment in Contract Price or Contract Times as a result any aspects of the means,methods,techniques, sequences of deleting such portion of the Work, then either party and procedures of construction to be employed by may make a Claim therefor as provided in Paragraph 7 Contractor and safety precautions and programs incident 10.05.Owner may have such deleted portion of the Work thereto;or performed by Owner's own forces or others in accordance with Article 7. 7 2. other data, interpretations, opinions and information contained in such reports or shown or G. To the fullest extent permitted by Laws and indicated in such drawings;or Regulations, Owner shall indemnify and hold harmless 7 Contractor, Subcontractors, and Engineer, and the 3. any Contractor interpretation of or conclusion officers, directors, partners, employees, agents, drawn from any "technical data" or any such other data, consultants, and subcontractors of each and any of them interpretations,opinions or information. from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of 7 C. Contractor shall not be responsible for any engineers, architects, attorneys, and other professionals Hazardous Environmental Condition uncovered or re- and all court or arbitration or other dispute resolution vealed at the Site which was not shown or indicated in costs) arising out of or relating to a Hazardous 7 Drawings or Specifications or identified in the Contract Environmental Condition, provided that such Hazardous Documents to be within the scope of the Work. Environmental Condition: (i) was not shown or indicated Contractor shall be responsible for a Hazardous in the Drawings or Specifications or identified in the Environmental Condition created with any materials Contract Documents to be included within the scope of 7 brought to the Site by Contractor, Subcontractors, the Work, and (ii) was not created by Contractor or by Suppliers, or anyone else for whom Contractor is anyone for whom Contractor is responsible. Nothing in responsible. this Paragraph 4.06. G shall obligate Owner to indemnify any individual or entity from and against the conse- D. If Contractor encounters a Hazardous quences of that individual's or entity's own negligence. Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous H. To the fullest extent permitted by Laws and Environmental Condition, Contractor shall immediately: Regulations, Contractor shall indemnify and hold 7 (i) secure or otherwise isolate such condition; (ii) stop all harmless Owner and Engineer, and the officers, directors, Work in connection with such condition and in any area partners, employees, agents, consultants, and affected thereby (except in an emergency as required by subcontractors of each and any of them from and against 7 Paragraph 6.16.A); and (iii) notify Owner and Engineer(and promptly thereafter confirmall claims, costs, losses, and damages (including but not such notice in writing). limited to all fees and charges of engineers, architects, Owner shall promptly consult with Engineer concerning attorneys, and other professionals and all court or. the necessity for Owner to retain a qualified expert to arbitration or other dispute resolution costs)arising out of evaluate such condition or take corrective action,if any. or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor 7 E. Contractor shall not be required to resume is responsible. Nothing in this Paragraph 4.06.H shall Work in connection with such condition or in any affected obligate Contractor to indemnify any individual or entity 7 area until after Owner has obtained any required permits from and against the consequences of that individual's or related thereto and delivered to Contractor written notice: entity's own negligence. (i)specifying that such condition and any affected area is 7 or has been rendered safe for the resumption of Work; or I. The provisions of Paragraphs 4.02, 4.03, and (ii) specifying any special conditions under which such 4.04 do not apply .to ,a Hazardous Environmental Work may be resumed safely. If Owner and Contractor Condition uncovered or revealed at the Site. cannot agree as to entitlement to or on the amount or 7 extent, if any, of any adjustment in Contract Price or [[ Contract Times, or both,as a result of such Work stop- ARTICLE 5-BONDS AND INSURANCE page or such special conditions under which Work is agreed to be resumed by Contractor, either party may 7 make a Claim therefor as provided in Paragraph 10.05. 5.01 Performance,Payment, and Other Bonds F. If after receipt of such written notice A. Contractor shall furnish performance and Contractor does not agree to resume such Work based on payment bonds, each in an amount at least equal to the 7 a reasonable belief it is unsafe, or does not agree to Contract Price as security for the faithful performance and resume such Work under such special conditions, then payment of all of Contractor's obligations under the Owner may order the portion of the Work that is in the Contract Documents. These bonds shall remain in effect area affected'by such condition to be deleted from the until one year after the date when final payment becomes 7 Work. If Owner and Contractor cannot agree as to until the correction period specified EJCDC C-700 Standard General Conditionsdue of theor Constructioncompletion Contract.of Copyright O 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-14 7 rin Paragraph 13.07,whichever is later,except as provided from claims set forth below which may arise out of or otherwise by Laws or Regulations or by the Contract result from Contractor's performance of the Work and Documents. Contractor shall also furnish such other Contractor's other obligations under the Contract 7 bonds as are required by the Contract Documents. Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or B. All bonds shall be in the form prescribed by indirectly employed by any of them to perform any of the the Contract Documents except as provided otherwise by Work, or by anyone for whose acts any of them may be 7 Laws or Regulations, and shall be executed by such liable: sureties as are named in the current list of"Companies Holding Certificates of Authority as Acceptable Sureties 1. claims under workers' compensation, on Federal Bonds and as Acceptable Reinsuring Compa- disability benefits, and other similar employee benefit 7 nies" as published in Circular 570 (amended) by the acts; Financial Management Service,Surety Bond Branch,U.S. Department of the Treasury.All bonds signed by an agent 2. claims for damages because of bodily injury, 7 must be accompanied by a certified copy of the agent's authority to act. occupational sickness or disease, or death of Contractor's employees; C. If the surety on any bond furnished by 3. claims for damages because of bodily injury, 7 Contractor is declared bankrupt or becomes insolvent or sickness or disease, or death of any person other than its right to do business is terminated in any state where Contractor's employees; any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall 4. claims for damages insured by reasonably 7 promptly notify Owner and Engineer and shall,within 20 days after the event giving rise to such notification, available personal injury liability coverage which are sus- tained: provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and a.by any person as a result of an offense directly 7 5.02. or indirectly related to the employment of such person by Contractor,or 5.02 Licensed Sureties and Insurers b.by any other person for any other reason; 7 A. All bonds and insurance required by the Contract Documents to be purchased and maintained by 5. claims for damages, other than to the Work Owner or Contractor shall be obtained from surety or itself, because of injury to or destruction of tangible 7 insurance companies that are duly licensed or authorized property wherever located, including loss of use resulting in the jurisdiction in which the Project is located to issue therefrom;and bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall 6.claims for damages because of bodily injury or 7 also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. death of any person or property damage arising out of the ownership,maintenance or use of any motor vehicle. 5.03 Certificates of Insurance B. The policies of insurance required by this 7 Paragraph 5.04 shall: A.Contractor shall deliver to Owner,with copies to each additional insured identified in the Supplementary 1. with respect to insurance required by Conditions, certificates of insurance (and other evidence Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include 7 of insurance requested by Owner or any other additional as additional insured (subject to any customary exclusion insured) which Contractor is required to purchase and regarding professional liability) Owner and Engineer,and maintain. any other individuals or entities identified in the Supple- mentary Conditions, all of whom shall be listed as addi- 7 B.Owner shall deliver to Contractor,with copies tional insureds, and include coverage for the respective to each additional insured identified in the Supplementary officers, directors, partners, employees, agents, Conditions, certificates of insurance (and other evidence consultants and subcontractors of each and any of all such 7 of insurance requested by Contractor or any other additional insureds, and the insurance afforded to these additional insured) which Owner is required to purchase additional insureds shall provide primary coverage for all and maintain. claims covered thereby; Illt 5.04 Contractor's Liability Insurance 2. include at least the specific coverages and be written for not less than the limits of liability provided in A. Contractor shall purchase and maintain such the Supplementary Conditions or required by Laws or liability and other insurance as is appropriate for the Regulations,whichever is greater; 7 Work being performed and as will provide protection EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-15 r 7 7 3.include completed operations insurance; 2. be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall 4. include contractual liability insurance at least include insurance for physical loss or damage to 7 covering Contractor's indemnity obligations under the Work, temporary buildings, false work, and materials Paragraphs 6.11 and 6.20; and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, 5. contain a provision or endorsement that the extended coverage, theft, vandalism and malicious coverage afforded will not be canceled, materially mischief, earthquake, collapse, debris removal, 7 changed or renewal refused until at least 30 days prior demolition occasioned by enforcement of Laws and written notice has been given to Owner and Contractor Regulations, water damage, (other than caused by flood) -7 and to each other additional insured identified in the and such other perils or causes of loss as may be specifi- Supplementary Conditions to whom a certificate of cally required by the Supplementary Conditions; insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to 3. include expenses incurred in the repair or Paragraph 5.03 will so provide); replacement of any insured property (including but not 6. remain in effect at least until final payment limited to fees and charges of engineers and architects); and at all times thereafter when Contractor may be 4. cover materials and equipment stored at the correcting, removing, or replacing defective Work in Site or at another location that was agreed to in writing by accordance with Paragraph 13.07;and Owner prior to being incorporated in the Work, provided 7 that such materials and equipment have been included in 7. with respect to completed operations insur- an Application for Payment recommended by Engineer; ance, and any insurance coverage written on a claims- 7 made basis, remain in effect for at least two years after 5. allow for partial utilization of the Work by final payment. Owner; a.Contractor shall furnish Owner and each other 6.include testing and startup;and 7 additional insured identified in the Supple- mentary Conditions, to whom a certificate of 7. be maintained in effect until final payment is insurance has been issued, evidence satisfactory made unless otherwise agreed to in writing by Owner, 7: to Owner and any such additional insured of Contractor, and Engineer with 30 days written notice to continuation of such insurance at final payment each other additional insured to whom a certificate of and one year thereafter. insurance has been issued. 7 5.05 Owner's Liability Insurance B. Owner shall purchase and maintain such boiler and machinery insurance or additional property A. In addition to the insurance required to be insurance as may be required by the Supplementary provided by Contractor under Paragraph 5.04, Owner, at Conditions or Laws and Regulations which will include 7 Owner's option, may purchase and maintain at Owner's the interests of Owner, Contractor, Subcontractors, and expense Owner's own liability insurance as will protect Engineer, and any other individuals or entities identified Owner against claims which may arise from operations in the Supplementary Conditions, and the officers,. under the Contract Documents. directors, partners, employees, agents, consultants and 7 subcontractors of each and any of them, each of whom is 5.06 Property Insurance deemed to have an insurable interest and shall be listed as an insured or additional insured. 7 A. Unless otherwise provided in the Supple- mentary Conditions, Owner shall purchase and maintain C. All the policies of insurance (and the certifi- property insurance upon the Work at the Site in the cates or other evidence thereof) required to be purchased amount of the full replacement cost thereof (subject to and maintained in accordance with Paragraph 5.06 will 7 such deductible amounts as may be provided in the contain a provision or endorsement that the coverage Supplementary Conditions or required by Laws and afforded will not be canceled or materially changed or Regulations).This insurance shall: renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other 7 1. include the interests of Owner, Contractor, additional insured to whom a certificate of insurance has Subcontractors, and Engineer, and any other individuals been issued and will contain waiver provisions in accor- or entities identified in the Supplementary Conditions, dance with Paragraph 5.07. and the officers, directors, partners, employees, agents, 7 consultants and subcontractors of each and any of them, D.Owner shall not be responsible for purchasing each of whom is deemed to have an insurable interest and and maintaining any property insurance specified in this shall be.listed as an insured or additional insured; Paragraph 5.06 to protect the interests of Contractor, 7 Subcontractors,or others in the Work to the extent of any EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-16 r 7 7 deductible amounts that are identified in the Supple- 1. loss due to business interruption, loss of use, mentary Conditions. The risk of loss within such or other consequential loss extending beyond direct identified deductible amount will be borne by Contractor, physical loss or damage to Owner's property or the Work 7 Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner;and the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from 7 E. If Contractor requests in writing that other fire or other insured peril or cause of loss covered by any special insurance be included in the property insurance property insurance maintained on the completed Project policies provided under Paragraph 5.06, Owner shall, if or part thereof by Owner during partial utilization possible, include such insurance, and the cost thereof will pursuant to Paragraph 14.05,after Substantial Completion "71 be charged to Contractor by appropriate Change Order. pursuant to Paragraph 14.04, or after final payment Prior to commencement of the Work at the Site, Owner pursuant to Paragraph 14.07. shall in writing advise Contractor whether or not such 7 other insurance has been procured by Owner. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred 5.07 Waiver of Rights to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, 7 A. Owner and Contractor intend that all policies damage, or consequential loss, the insurers will have no purchased in accordance with Paragraph 5.06 will protect rights of recovery against Contractor, Subcontractors, or Owner, Contractor, Subcontractors, and Engineer, and all Engineer, and the officers, directors,partners, employees, other individuals or entities identified in the Supple- agents, consultants and subcontractors of each and any of 7 mentary Conditions to be listed as insureds or additional them. insureds (and the officers, directors, partners, employees, agents,consultants and subcontractors of each and any of 5.08 Receipt and Application of Insurance Proceeds 7 them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes A. Any insured loss under the policies of of loss covered thereby. All such policies shall contain insurance required by Paragraph 5.06 will be adjusted provisions to the effect that in the event of payment of with Owner and made payable to Owner as fiduciary for 7 any loss or damage the insurers will have no rights of the insureds, as their interests may appear, subject to the recovery against any of the insureds or additional insureds requirements of any applicable mortgage clause and of thereunder.Owner and Contractor waive all rights against Paragraph 5.08.B. Owner shall deposit in a separate 7each other and their respective officers, directors, account any money so received and shall distribute it in partners, employees, agents, consultants and accordance with such agreement as the parties in interest subcontractors of each and any of them for all losses and may reach. If no other special agreement is reached, the damages caused by,arising out of or resulting from any of damaged Work shall.be repaired or replaced,the moneys the perils or causes of loss covered by such policies and so received applied on account thereof, and the Work and 7 any other property insurance applicable to the Work; and, the cost thereof covered by an appropriate Change Order. in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities B.Owner as fiduciary shall have power to adjust identified in the Supplementary Conditions to be listed as and settle any loss with the insurers unless one of the 7 insured or additional insured (and the officers, directors, parties in interest shall object in writing within 15 days partners, employees, agents, consultants and after the occurrence of loss to Owner's exercise of this subcontractors of each and any of them) under such power. If such objection be made, Owner as fiduciary policies for losses and damages so caused. None of the shall make settlement with the insurers in accordance with 7 above waivers shall extend to the rights that any party such agreement as the parties in interest may reach.If no making such waiver may have to the proceeds of such agreement among the parties in interest is reached, insurance held by Owner as trustee or otherwise payable Owner as fiduciary shall adjust and settle the loss with the 7 under any policy so issued. insurers and, if required in writing by any party in interest,Owner as fiduciary shall give bond for the proper B. Owner waives all rights against Contractor, performance of such duties. 7 Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants and 5.09 Acceptance of Bonds and Insurance; Option to subcontractors of each and any of them for: Replace A. If either Owner or Contractor has any 7 objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract i7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-17 7 7 7 Documents, the objecting party shall so notify the other received from the superintendent shall be binding on party in writing within 10 days after receipt of the Contractor. certificates (or other evidence requested) required by Paragraph 2.01.B. Owner and Contractor shall each 6.02 Labor; Working Hours 7 provide to the other such additional information in respect of insurance provided as the other may reasonably A. Contractor shall provide competent, suitably request. If either party does not purchase or maintain all qualified personnel to survey and lay out the Work and of the bonds and insurance required of such party by the perform construction as required by the Contract Docu- 7 Contract Documents, such party shall notify the other ments. Contractor shall at all times maintain good disci- party in writing of such failure to purchase prior to the pline and order at the Site. start of the Work, or of such failure to maintain prior to r any change in the required coverage. Without prejudice to B.Except as otherwise required for the safety or L any other right or remedy, the other party may elect to protection of persons or the Work or property at the Site obtain equivalent bonds or insurance to protect such other or adjacent thereto, and except as otherwise stated in the 11. party's interests at the expense of the party who was Contract Documents, all Work at the Site shall be required to provide such coverage, and a Change Order performed during regular working hours. Contractor will L! shall be issued to adjust the Contract Price accordingly. not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written 5.10 Partial Utilization, Acknowledgment of Property consent(which will not be unreasonably withheld) given Insurer after prior written notice to Engineer. 7 A.If Owner finds it necessary to occupy or use a 6.03 Services,Materials, and Equipment portion or portions of the Work prior to Substantial 7 Completion of all the Work as provided in Paragraph A. Unless otherwise specified in the Contract 14.05, no such use or occupancy shall commence before Documents, Contractor shall provide and assume full the insurers providing the property insurance pursuant to responsibility for all services,materials,equipment,labor, 7 Paragraph 5.06 have acknowledged notice thereof and in transportation, construction equipment and machinery, writing effected any changes in coverage necessitated tools, appliances, fuel, power, light, heat, telephone, thereby. The insurers providing the property insurance water,sanitary facilities,temporary facilities,and all other shall consent by endorsement on the policy or policies, facilities and incidentals necessary for the performance, 7 but the property insurance shall not be canceled or testing,start-up,and completion of the Work. permitted to lapse on account of any such partial use or occupancy. B.All materials and equipment incorporated into �1 the Work shall be as specified or, if not specified,shall be { of good quality and new,except as otherwise provided in ( ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, 7 6.01. Supervision and Superintendence Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and A. Contractor shall supervise, inspect, and direct quality of materials and equipment. the Work competently and efficiently, devoting such 7 attention thereto and applying such skills and expertise as C. All materials and equipment shall be stored, may be necessary to perform the Work in accordance with applied, installed, connected, erected, protected, used, the Contract Documents. Contractor shall be solely cleaned, and conditioned in accordance with instructions 7 responsible for the means, methods, techniques, of the applicable Supplier, except as otherwise may be sequences, and procedures of construction. Contractor provided in the Contract Documents. shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific 6.04 Progress Schedule 7 means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly A. Contractor shall adhere to the Progress required by the Contract Documents. Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided 7 B. At all times during the progress of the Work, below. Contractor shall assign a competent resident superin- tendent who shall not be replaced without written notice 7 to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or f l EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-18 7 7 r1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) 2) it will conform substantially to the proposed adjustments in the Progress Schedule that will detailed requirements of the item named in the 7 not result in changing the Contract Times. Such adjust- Contract Documents. ments will comply with any provisions of the General Re- quirements applicable thereto. 2.Substitute Items 7 2. Proposed adjustments in the Progress a. If in Engineer's sole discretion an item of Schedule that will change the Contract Times shall be material or equipment proposed by Contractor submitted in accordance with the requirements of Article does not qualify as an "or-equal" item under 12.Adjustments in Contract Times may only be made by Paragraph 6.05.A.1, it will be considered a 7 a Change Order. proposed substitute item. 6.05 Substitutes and"Or-Equals" b. Contractor shall submit sufficient information as provided below to allow Engineer to 7 A.Whenever an item of material or equipment is determine that the item of material or equipment specified or described in the Contract Documents by proposed is essentially equivalent to that named using the name of a proprietary item or the name of a and an acceptable substitute therefor. Requests 7 particular Supplier, the specification or description is for review of proposed substitute items of intended to establish the type, function, appearance, and material or equipment will not be accepted by quality required. -Unless the specification or description Engineer from anyone other than Contractor. contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is c. The requirements for review by Engineer will 7 permitted, other items of material or equipment or be as set forth in Paragraph 6.05.A.2.d, as material or equipment of other Suppliers may be supplemented in the General Requirements and submitted to Engineer for review under the circumstances as Engineer may decide is appropriate under the 7 described below. circumstances. 1. "Or-Equal" Items: If in Engineer's sole d. Contractor shall make written application to discretion an item of material or equipment proposed by Engineer for review of a proposed substitute item 7 Contractor.is functionally equal to that named and of material or equipment that Contractor seeks to sufficiently similar so that no change in related Work will furnish or use.The application: be required, it may be considered by Engineer as an 7 "or-equal"item,in which case review and approval of the 1)shall certify that the proposed substi- proposed item may, in Engineer's sole discretion, be tute item will: accomplished without compliance with some or all of the requirements for approval of proposed substitute items. a)perform adequately the functions and 7 For the purposes of this Paragraph 6.05.A.1, a proposed achieve the results called for by the item of material or equipment will be considered general design, functionally equal to an item so named if: b) be similar in substance to that a. in the exercise of reasonable judgment specified,and Engineer determines that: 7 c) be suited to the same use as that 1) it is at least equal in materials of specified; 7 construction, quality, durability, appearance, strength,and design characteristics; 2)will state: 2) it will reliably perform at least a)the extent, if any,to which the use of 7 equally well the function and achieve the results the proposed substitute item will L' preju- imposed by the design concept of the completed dice Contractor's achievement of Project as a functioning whole, Substantial Completion on time; 7 3)it has a proven record of performance b) whether or not use of the proposed and availability of responsive service;and substitute item in the Work will require a change in any of the Contract Docu- b. Contractor certifies that, if approved and ments (or in the provisions of any other 7 incorporated into the Work: direct contract with Owner for other work on the Project)to adapt the design 1) there will be no increase in cost to to the proposed substitute item;and the Owner or increase in Contract Times,and 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-19 7 7 7 c) whether or not incorporation or use Documents (or in the provisions of any other direct of the proposed substitute item in con- contract with Owner) resulting from the acceptance of nection with the Work is subject to each proposed substitute. payment of any license fee or royalty; 7 F. Contractor's Expense: Contractor shall 3)will identify: provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. a) all variations of the proposed 7 substitute item from that specified,and 6.06 Concerning Subcontractors, Suppliers, and Others b) available engineering, sales, 7 maintenance, repair, and replacement A. Contractor shall not employ any Subcon- tractor,tractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 4) and shall contain an itemized esti- 6.06.B), whether initially or as a replacement, against 7 mate of all costs or credits that will result whom Owner may have reasonable objection. Contractor directly or indirectly from use of such substitute shall not be required to employ any Subcontractor, item, including costs of redesign and claims of Supplier, or other individual or entity to furnish or other contractors affected by any resulting perform any of the Work against whom Contractor has 7 change, reasonable objection. B. Substitute Construction Methods or Proce- B. If the Supplementary Conditions require the dures: If a specific means, method, technique, sequence, identity of certain Subcontractors, Suppliers, or other 7 or procedure of construction is expressly required by the individuals or entities to be submitted to Owner in Contract Documents, Contractor may furnish or utilize a advance for acceptance by Owner by a specified date substitute means, method, technique, sequence, or prior to the Effective Date of the Agreement, and if 7 procedure of construction approved by Engineer. Contractor has submitted a list thereof in accordance with Contractor shall submit sufficient information to allow the Supplementary Conditions, Owner's acceptance Engineer, in Engineer's sole discretion, to determine that (either in writing or by failing to make written objection the substitute proposed is equivalent to that expressly thereto by the date indicated for acceptance or objection (� called for by the Contract Documents. The requirements in the Bidding Documents or the Contract Documents)of for review by Engineer will be similar to those provided any such Subcontractor, Supplier, or other individual or L in Paragraph 6.05.A.2. entity so identified may be revoked on the basis of reason- able objection after due investigation. Contractor shall u C. Engineer's Evaluation: Engineer will be submit an acceptable replacement for the rejected L allowed a reasonable time within which to evaluate each Subcontractor, Supplier, or other individual or entity, and proposal or submittal made pursuant to Paragraphs 6.05.A the Contract Price will be adjusted by the difference in the and 6.05.B. Engineer may require Contractor to furnish cost occasioned by such replacement, and an appropriate 7 additional data about the proposed substitute item. Change Order will be issued.No acceptance by Owner of Engineer will be the sole judge of acceptability. No "or any such Subcontractor, Supplier, or other individual or equal" or substitute will be ordered, installed or utilized entity, whether initially or as a replacement, shall consti- until Engineer's review is complete, which will be tute a waiver of any right of Owner or Engineer to reject 7 evidenced by either a Change Order for a substitute or an defective Work. approved Shop Drawing for an "or equal."Engineer will advise Contractor in writing of any negative C.Contractor shall be fully responsible to Owner determination. and Engineer for all acts and omissions of the 7 Subcontractors, Suppliers, and other individuals or D. Special Guarantee: . Owner may require entities performing or furnishing any of the Work just as Contractor to furnish at Contractor's expense a special Contractor is responsible for Contractor's own acts and performance guarantee or other surety with respect to any omissions.Nothing in the Contract Documents: 7 substitute. 1. shall create for the benefit of any such E. Engineer's Cost Reimbursement: Engineer Subcontractor, Supplier, or other individual or entity any will record Engineer's costs in evaluating a substitute contractual relationship between Owner or Engineer and 7 proposed or submitted by Contractor pursuant to any such Subcontractor, Supplier or other individual or Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer entity,nor approves a substitute item so proposed or submitted by 7 Contractor, Contractor shall reimburse Owner for the 2. shall anything in the Contract Documents charges of Engineer for evaluating each such proposed create any obligation on the part of Owner or substitute. Contractor shall also reimburse Owner for the Engineer to pay or to see to the payment of any moneys charges of Engineer for making changes in the Contract due any such Subcontractor, Supplier, or other individual 7 EJCDC C-700 Standard General Conditions of the Construction Contract. (((��� Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-20 7 7 or entity except as may otherwise be a required by Laws B. To the fullest extent permitted by Laws and 7 and Regulations. Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, D. Contractor shall be solely responsible for partners, employees, agents, consultants and C scheduling and coordinating the Work of Subcontractors, subcontractors of each and any of them from and against Suppliers, and other individuals or entities performing or all claims, costs, losses, and damages (including but not furnishing any of the Work under a direct or indirect limited to all fees and charges of engineers, architects, contract with Contractor. attorneys, and other professionals and all court or rarbitration or other dispute resolution costs)arising out of L E. Contractor shall require all Subcontractors, or relating to any infringement of patent rights or Suppliers, and such other individuals or entities per- copyrights incident to the use in the performance of the forming or furnishing any of the Work to communicate Work or resulting from the incorporation in the Work of 7 with Engineer through Contractor. any invention, design, process, product, or device not specified in the Contract Documents. F. The divisions and sections of the Specifica- 7 tions and the identifications of any Drawings shall not 6.08 Permits control Contractor in dividing the Work among Subcon- tractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the Supple- performed by any specific trade. mentary Conditions, Contractor shall obtain and pay for 7 all construction permits and licenses. Owner shall assist G. All Work performed for Contractor by a Contractor, when necessary, in obtaining such permits Subcontractor or Supplier will be pursuant to an appro- and licenses. Contractor shall pay all governmental priate agreement between Contractor and the charges and inspection fees necessary for the prosecution 7 Subcontractor or Supplier which specifically binds the of the Work which are applicable at the time of opening Subcontractor or Supplier to the applicable terms and of Bids, or, if there are no Bids, on the Effective Date of conditions of the Contract Documents for the benefit of the Agreement. Owner shall pay all charges of utility Owner and Engineer. Whenever any such agreement is owners for connections for providing permanent service f with a Subcontractor or Supplier who is listed as an to the Work. l _ additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations 7 and the Subcontractor or Supplier will containprovisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer„ and all other A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applica- individuals or entities identified in the Supplementary ble to the performance of the Work. Except where 7 Conditions to be listed as insureds or additional insureds otherwise expressly required by applicable Laws and (and the officers, directors, partners, employees, agents, Regulations, neither Owner nor Engineer shall be consultants and subcontractors of each and any of them) responsible for monitoring Contractor's compliance with for all losses and damages caused by, arising out of, any Laws or Regulations. 7 relating to,or resulting from any of the perils or causes of - loss covered by such policies and any other property B. If Contractor performs any Work knowing or insurance applicable to the Work. If the insurers on any having reason to know that it is contrary to Laws or such policies require separate waiver forms to be signed Regulations, Contractor shall bear all claims, costs, 7 by any Subcontractor or Supplier, Contractor will obtain losses, and damages (including but not limited to all fees the same. and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute 76.07 Patent Fees and Royalties resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's primary A. Contractor shall pay all license fees and responsibility to make certain that the Specifications and royalties and assume all costs incident to the use in the Drawings are in accordance with Laws and Regulations, performance of the Work or the incorporation in the Work but this shall not relieve Contractor of Contractor's 7 of any invention, design, process, product, or device obligations under Paragraph 3.03. which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, C.Changes in Laws or.Regulations not known at or device is specified in the Contract Documents for use the time of opening of Bids (or, on the Effective Date of 7 in the performance of the Work and if to the actual the Agreement if there were no Bids)having an effect on knowledge of Owner or Engineer its use is subject to the cost or time of performance of the Work shall be the patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract 7 license fee or royalty to others, the existence of such Times. If Owner and Contractor are unable to agree on rights shall be disclosed by Owner in the Contract entitlement to or on the amount or extent, if any, of any Documents. such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-21 7 7 D.Loading Structures: Contractor shall not load 7 6.10 Taxes nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall A. Contractor shall pay all sales, consumer, use, Contractor subject any part of the Work or adjacent 7 and other similar taxes required to be paid by Contractor property to stresses or pressures that will endanger it. in accordance with the Laws and Regulations of the place of the Project which are applicable during the 6.12 Record Documents performance of the Work. 7 A.Contractor shall maintain in a safe place at the 6.11 Use of Site and Other Areas Site one record copy of all Drawings, Specifications, Addenda,Change Orders,Work Change Directives,Field 7 A.Limitation on Use of Site and Other Areas 1. Contractor shall confine construction equip- Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all ment, the storage of materials and equipment, and the approved Samples and a counterpart of all approved Shop 7 operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, unreasonably encumber the Site and other areas with Samples, and Shop Drawings will be delivered to Engi- construction equipment or other materials or equipment. neer for Owner. 7 Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or 6.13 Safety and Protection occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. A. Contractor shall be solely responsible for 7 initiating, maintaining and supervising all safety precau- tions and programs in connection with the Work. or occupant because of the performance of the Work, Contractor shall take all necessary precautions for the Contractor shall promptly settle with such other party by safety of, and shall provide the necessary protection to 7 negotiation or otherwise resolve the claim by arbitration prevent damage,injury or loss to: or other dispute resolution proceeding or at law. 1. all persons on the Site or who may be affected C 3. To the fullest extent permitted by Laws and by the Work; Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, 2. all the Work and materials and equipment to partners, employees, agents, consultants and be incorporated therein, whether in storage on or off the 7 subcontractors of each and any of them from and against Site;and all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, 3. other property atthe Site or adjacent thereto,. attorneys, and other professionals and all court or including trees, shrubs, lawns, walks, pavements, 7 arbitration or other dispute resolution costs)arising out of roadways,structures, utilities, and Underground Facilities or relating to any claim or action, legal or equitable, not designated for removal, relocation, or replacement in brought by any such owner or occupant against Owner, the course of construction. Engineer,or any other party indemnified hereunder to the T extent caused by or based upon Contractor's performance of the Work. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property,or to the protection of persons or property from 7 B.Removal of Debris During Performance of the damage, injury, or loss; and shall erect and maintain all Wo k: During the progress of the Work Contractor shall necessary safeguards for such safety and protection. keep the Site and other areas free from accumulations of Contractor shall notify owners of adjacent property and of waste materials, rubbish, and other debris. Removal and Underground Facilities and other utility owners when 7 disposal of such waste materials,rubbish,and other debris prosecution of the Work may affect them, and shall shall conform to applicable Laws and Regulations. cooperate with them in the protection, removal, relocation,and replacement of their property. C. Cleaning: Prior to Substantial Completion of 7 the Work Contractor shall clean the Site and the Work C. All damage, injury, or loss to any property and make it ready for utilization by Owner. At the corn- referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, pletion of the Work Contractor shall remove from the Site directly or indirectly, in whole or in part, by Contractor, all tools, appliances, construction equipment and any Subcontractor, Supplier, or any other individual or r machinery, and surplus materials and shall restore to entity directly or indirectly employed by any of them to Loriginal condition all property not designated for perform any of the Work,or anyone for whose acts any of alteration by the Contract Documents. them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Draw- 7EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-22 7 7 7 ings or Specifications or to the acts or omissions of b. Data shown on the Shop Drawings will be Owner or Engineer or , or anyone employed by any of complete with respect to quantities, dimensions, them, or anyone for whose acts any of them may be specified performance and design criteria, liable,and not attributable,directly or indirectly,in whole materials, and similar data to show Engineer the 7 or in part,to the fault or negligence of Contractor or any services, materials, and equipment Contractor Subcontractor, Supplier, or other individual or entity proposes to provide and to enable Engineer to directly or indirectly employed by any of them). review the information for the limited purposes required by Paragraph 6.17.D. 7 D. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until 2. Samples: Contractor shall also submit such time as all the Work is completed and Engineer has Samples to Engineer for review and approval in accor- 7 issued a notice to Owner and Contractor in accordance dance with the acceptable schedule of Shop Drawings and with Paragraph 14.07.B that the Work is acceptable Sample submittals. (except as otherwise expressly provided in connection 7 with Substantial Completion). a. Submit number of Samples specified in the Specifications. 6.14 Safety Representative b. Clearly identify each Sample as to material, A. Contractor shall designate a qualified and Supplier,pertinent data such as catalog numbers, 7 experienced safety representative at the Site whose duties the use for which intended and other data as and responsibilities shall be the prevention of accidents Engineer may require to enable Engineer to and the maintaining and supervising of safety precautions review the submittal for the limited purposes and programs. required by Paragraph 6.17.D. 7 6.15 Hazard Communication Programs B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals A. Contractor shall be responsible for coordi- , any related Work performed prior to Engineer's review 7 nating any exchange of material safety data sheets or and approval of the pertinent submittal will be at the sole other hazard communication information required to be expense and responsibility of Contractor. made available to or exchanged between or among 7 employers at the:Site in accordance with Laws or C.Submittal Procedures Regulations. 1. Before submitting each Shop Drawing or 7 6.16 Emergencies A. In emergencies affecting the safety or protec- Sample,Contractor shall have determined and verified: a.all field measurements,quantities,dimensions, tion of persons or the Work or property at the Site or specified performance and design criteria, 7 adjacent thereto, Contractor is obligated to act to prevent installation requirements, materials, catalog threatened damage, injury, or loss. Contractor shall give numbers, and similar information with respect Engineer prompt written notice if Contractor believes that thereto; any significant changes in the Work or variations from the Contract Documents have been caused thereby or are b. the suitability of all materials with respect to required as a result thereof. If Engineer determines that a intended use, fabrication, shipping, handling, 74. change in the Contract Documents is required because of storage, assembly, and installation pertaining to the action taken by Contractor in response to such an the performance of the Work; emergency, a Work Change Directive or Change Order 7 will be issued. c. all information relative to Contractor's responsibilities for means, methods, techniques, 7 6.17 Shop Drawings and Samples sequences, and procedures of construction, and safety precautions and programs incident thereto; A. Contractor shall submit Shop Drawings and and Samples to Engineer for review and approval in accor- 7 dance with the acceptable Schedule of Submittals (as d. shall also have reviewed and coordinated each required by Paragraph 2.07). Each submittal will be Shop Drawing or Sample with other Shop identified as Engineer may require. Drawings and Samples and with the requirements of the Work and the Contract 1.Shop Drawings Documents. 7 a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific General Requirements. written certification that Contractor has satisfied 7 ror' bgin under the Contract Documents EJCDC C-700 Standard General ConditionsCont of the act Constructionsoli at Contract.os Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-23 7 with respect to Contractor's review and approval of that disagreements with Owner.No Work shall be delayed or submittal. postponed pending resolution of any disputes or disagreements,except as permitted by Paragraph 15.04 or 3. With each submittal, Contractor shall give as Owner and Contractor may otherwise agree in writing. Engineer specific written notice of any variations,that the Shop Drawing or Sample may have from the requirements 6.19 Contractor's General Warranty and Guarantee of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawing's A. Contractor warrants and guarantees to Owner or Sample Submittal; and, in addition, by a specific that all Work will be in accordance with the Contract notation made on each Shop Drawing or Sample submit- Documents and will not be defective. Engineer and its ted to Engineer for review and approval of each such Related Entities shall be entitled to rely on representation variation. - of Contractor's warranty and guarantee. D.Engineer's Review B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule 1. abuse, modification, or improper maintenance of Submittals acceptable to Engineer. Engineer's review or operation by persons other than Contractor, Sub- and approval will be only to determine if the items contractors,Suppliers,or any other individual or entity for I covered by the submittals will, after installation or whom Contractor is responsible;or L incorporation in the Work, conform to the information given in the Contract Documents and be compatible with 2.normal wear and tear under normal usage. the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- C. Contractor's obligation to perform and ments. complete the Work in accordance with the Contract Documents shall be absolute. None of the following will 2. Engineer's review and approval will not constitute an acceptance of Work that is not in accordance extend to means, methods, techniques, sequences, or with the Contract Documents or a release of Contractor's procedures of construction (except where a particular obligation to perform the Work in accordance with the means,method,technique,sequence,or procedure of con- Contract Documents: struction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs 1.observations by Engineer; incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in 2. recommendation by Engineer or payment by which the item functions. Owner of any progress or final payment; 3. Engineer's review and approval shall not 3. the issuance of a certificate of Substantial relieve Contractor from responsibility for any variation Completion by Engineer or any payment related thereto from the requirements of the Contract Documents unless by Owner; Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written 4. use or occupancy of the Work or any part approval of each such variation by specific written thereof by Owner; notation thereof incorporated in or accompanying the Shop Drawing or Sample.Engineer's review and approval 5.any review and approval of a Shop Drawing or shall not relieve Contractor from responsibility for Sample submittal or the issuance of a notice of acceptabil- complying with the requirements of Paragraph 6.17.C.1. ity by Engineer; E.Resubmittal Procedures 6.any inspection,test,or approval by others;or 1. Contractor shall make corrections required by 7.any correction of defective Work by Owner. Engineer and shall return the required number of cor- rected copies of Shop Drawings and submit, as required, 6.20 Indemnification new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than A. To the fullest extent permitted by Laws and the corrections called for by Engineer on previous Regulations, Contractor shall indemnify and hold submittals. harmless Owner and Engineer, and the officers,directors, partners, employees, agents, consultants and 6.18 Continuing the Work subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not A.Contractor shall carry on the Work and adhere limited to all fees and charges of engineers, architects, to the Progress Schedule during all disputes or attorneys, and other professionals and all court or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-24 arbitration or other dispute resolution costs)arising out of shall appear on all drawings, calculations, specifications, or relating to the performance of the Work,provided that certifications, Shop Drawings and other submittals any such claim, cost, loss, or damage is attributable to prepared by such professional. Shop Drawings and other bodily injury,sickness,disease,or death,or to injury to or submittals related to the Work designed or certified by destruction of tangible property (other than the Work such professional, if prepared by others, shall bear such Litself), including the loss of use resulting therefrom but professional's written approval when submitted to only to the extent caused by any negligent act or omission Engineer. of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the acts any of them may be liable. services, certifications or approvals performed by such design professionals, provided Owner and Engineer have B. In any and all claims against Owner or specified to Contractor all performance and design criteria Engineer or any of their respective consultants, agents, that such services must satisfy. officers,directors,partners,or employees by any employ- ee (or the survivor or personal representative of such D. Pursuant to this Paragraph 6.21, Engineer's employee) of Contractor, any Subcontractor, any review and approval of design calculations and design Supplier, or any individual or entity directly or indirectly drawings will be only for the limited purpose of checking employed by any of them to perform any of the Work, or for conformance with performance and design criteria anyone for whose acts any of them may be liable, the given and the design concept expressed in the Contract indemnification obligation under Paragraph 6.20.A shall Documents. Engineer's review and approval of Shop not be limited in any way by any limitation on the amount Drawings and other submittals(except design calculations or type of damages,compensation,or benefits payable by and design drawings) will be only for the purpose stated or for Contractor or any such Subcontractor, Supplier, or in Paragraph 6.17.D.1. - other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit E. Contractor shall not be responsible for the acts. adequacy of the performance or design criteria required by the Contract Documents. C.The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, partners, ARTICLE 7-OTHER WORK AT THE SITE employees, agents, consultants and subcontractors arising l out of: 7.01 Related Work at Site 1.the preparation or approval of,or the failure to prepare or approve, maps, Drawings, opinions, reports, A. Owner may perform other work related to the surveys,Change Orders,designs,or Specifications;or Project at the Site with Owner's employees, or via other direct contracts therefor,or have other work performed by 2. giving directions or instructions, or failing to utility owners.If such other work is not noted in the Con- give them, if that is the primary cause of the injury or tract Documents,then: damage. 1. written notice thereof will be given to 6.21 Delegation of Professional Design Services Contractor prior to starting any such other work;and A. Contractor will not be required to provide 2. if Owner and Contractor are unable to agree professional design services unless such services are . on entitlement to or on the amount or extent, if any, of specifically required by the Contract Documents for a any adjustment in the Contract Price or Contract Times portion of the Work or unless such services are required that should be allowed as a result of such other work, a to carry out Contractor's responsibilities for construction Claim may be made therefor as provided in Paragraph means, methods, techniques, sequences and procedures. 10.05. Contractor shall not be required to provide professional services in violation of applicable law. B. Contractor shall afford each other contractor who is a party to such a direct contract,each utility owner B. If professional design services or and Owner, if Owner is performing other work with certifications by a design professional related to systems, Owner's employees, proper and safe access to the Site, a materials or equipment are specifically required of reasonable opportunity for the introduction and storage of Contractor by the Contract Documents, Owner and materials and equipment and the execution of such other Engineer will specify all performance and design criteria work,and shall properly coordinate the Work with theirs. that such services must satisfy. Contractor shall cause Contractor shall do all cutting,fitting,and patching of the such services or certifications to be provided by a Work that may be required to properly connect or properly licensed professional, whose signature and seal otherwise make its several parts come together and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-25 r 7. •_ 7 • properly integrate with such other work. Contractor shall ARTICLE 8-OWNER'S RESPONSIBILITIES not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the 8.01 Communications to Contractor 7 others whose work will be affected. The duties and L responsibilities of Contractor under this Paragraph are for A.Except as otherwise provided in these General the benefit of such utility owners and other contractors to Conditions, Owner shall issue all communications to the extent that there are comparable provisions for the Contractor through Engineer. benefit of Contractor in said direct contracts between L. Owner and such utility owners and other contractors. 8.02 Replacement of Engineer 7 C. If the proper execution or results of any part A. In case of termination of the employment of of Contractor's Work depends upon work performed by Engineer, Owner shall appoint an engineer to whom others under this Article 7, Contractor shall inspect such Contractor makes no reasonable objection, whose status other work and promptly report to Engineer in writing any under the Contract Documents shall be that of the former 7 delays, defects, or deficiencies in such other work that Engineer. render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's 8.03 Furnish Data failure to so report will constitute an acceptance of such 7 other work as fit and proper for integration with A. Owner shall promptly furnish the data Contractor's Work except for latent defects and required of Owner under the Contract Documents. deficiencies in such other work. 7 8.04 Pay When Due - 7.02 Coordination A. Owner shall make payments to Contractor A. If Owner intends to contract with others for when they are due as provided in Paragraphs 14.02.0 and the performance of other work on the Project at the Site, 14.07.C. 7 the following will be set forth in Supplementary Condi- tions: 8.05 Lands and Easements;Reports and Tests 7, 1. the individual or entity who will have A. Owner's duties in respect of providing lands authority and responsibility for coordination of the and easements and providing engineering surveys to activities among the various contractors will be identified; establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying 7. 2. the specific matters to be covered by such and making available to Contractor copies of reports of authority and responsibility will be itemized;and explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing 3. the extent of such authority and responsibili- surface or subsurface structures at or contiguous to the 7 ties will be provided. Site that have been utilized by Engineer in preparing the Contract Documents. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole 8.06 Insurance 7 authority and responsibility for such coordination. A. Owner's responsibilities, if any, in respect to 7.03 Legal Relationships purchasing and maintaining liability and property insur- ance are set forth in Article 5. 7 A.Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. 8.07 Change Orders B. Each other direct contract of Owner under A. Owner is obligated to execute Change Orders 7 Paragraph 7.01.A shall provide that the other contractor is as indicated in Paragraph 10.03. liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a 8.08 Inspections, Tests, and Approvals 7 result of the other contractor's actions or inactions. A. Owner's responsibility in respect to certain C. Contractor shall be liable to Owner and any inspections, tests, and approvals is set forth in Paragraph other contractor for the reasonable direct delay and 13.03.B. 7 disruption costs incurred by such other contractor as a result of Contractor's action or inactions. C EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-26 7 . i 8.09 Limitations on Owner's Responsibilities Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. A.The Owner shall not supervise,direct,or have control or authority over, nor be responsible for, B. Engineer's visits and observations are subject Contractor's means, methods, techniques, sequences, or to all the limitations on Engineer's authority and procedures of construction, or the safety precautions and responsibility set forth in Paragraph 9.09.Particularly,but programs incident thereto,or for any failure of Contractor without limitation, during or as a result of Engineer's 7 to comply with Laws and Regulations applicable to the visits or observations of Contractor's Work Engineer will performance of the Work. Owner will not be responsible not supervise,direct,control,or have authority over or be for Contractor's failure to perform the Work in responsible for Contractor's means, methods, techniques, accordance with the Contract Documents. sequences, or procedures of construction, or the safety 7 precautions and programs incident thereto, or for any 8.10 Undisclosed Hazardous Environmental failure of Contractor to comply with Laws and Condition Regulations applicable to the performance of the Work. 74‘: A. Owner's responsibility in respect to an undis- 9.03 Project Representative closed Hazardous Environmental Condition is set forth in Paragraph 4.06. A. If Owner and Engineer agree, Engineer will 7 furnish a Resident Project Representative to assist 8.11 Evidence of Financial Arrangements Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such A. If and to the extent Owner has agreed to Resident Project Representative and assistants will be as C furnish Contractor reasonable evidence that financial provided in the Supplementary Conditions, and arrangements have been made to satisfy Owner's limitations on the responsibilities thereof will be as obligations under the Contract Documents, Owner's provided in Paragraph 9.09. If Owner designates another responsibility in respect thereof will be as set forth in the representative or agent to represent Owner at the Site who 7 Supplementary Conditions. is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the ARTICLE 9 - ENGINEER'S STATUS DURING Supplementary Conditions. CONSTRUCTION 9.04 Authorized Variations in Work ei 9.01 Owner's Representative A. Engineer may authorize minor variations in Lthe Work from the requirements of the Contract t` A. Engineer will be Owner's representative Documents which do not involve an adjustment in the during the c4istruction period. The duties and responsi- Contract Price or the Contract Times and are compatible 7 bilities and the limitations of authority of Engineer as with the design concept of the completed Project as a Owner's representative during construction are set forth functioning whole as•indicated by the Contract Docu- in the Contract Documents and will not be changed ments. These may be accomplished by a Field Order and without written consent of Owner and Engineer. will be binding on Owner and also on Contractor, who 7- 9.02 Visits to Site shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or A. Engineer will make visits to the Site at inter- both, and the parties are unable to agree on entitlement to 7 vals appropriate to the various stages of construction as or on the amount or extent, if any,of any such adjustment Engineer deems necessary in order to observe as an , a Claim may be made therefor as provided in Paragraph experienced and qualified design professional the 10.05. progress that has been made and the quality of the various ,,' aspects of Contractor's executed Work. Based on 9.05 Rejecting Defective Work information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in A. Engineer will have authority to reject Work general, if the Work is proceeding in accordance with the which Engineer believes to be defective, or that Engineer 7 Contract Documents. Engineer will not be required to believes will not produce a completed Project that make exhaustive or continuous inspections on the Site to conforms to the Contract Documents or that will prejudice check the quality or quantity of the Work. Engineer's the integrity of the design concept of the completed 7 efforts will be directed toward providing for Owner a Project as a functioning whole as indicated by the greater degree of confidence that the completed Work will Contract Documents.Engineer will also have authority to conform generally to the Contract Documents. On the require special inspection or testing of the Work as 7 basis of such visits and observations, Engineer will keep provided in Paragraph 13.04, whether or not the Work is fabricated,installed,or completed. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-27 7 7 7 partiality to Owner or Contractor and will not be liable in 9.06 Shop Drawings, Change Orders and Payments connection with any interpretation or decision rendered in p� good faith in such capacity. } A. In connection with Engineer's authority, and - IL limitations thereof;as to Shop Drawings and Samples,see 9.09 Limitations on Engineer's Authority and Paragraph 6.17. Responsibilities B. In connection with Engineer's authority, and A.Neither Engineer's authority or responsibility 7, limitations thereof, as to design calculations and design under this Article 9 or under any other provision of the drawings submitted in response to a delegation of Contract Documents nor any decision made by Engineer professional design services,if any,see Paragraph 6.21. in good faith either to exercise or not exercise such 7authority or responsibility or the undertaking,exercise, or C. In connection with Engineer's authority as to performance of any authority or responsibility by Change Orders,see Articles 10, 11,and 12. Engineer shall create, impose, or give rise to any duty in n contract, tort, or otherwise owed by Engineer to ( D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other ld Applications for Payment,see Article 14. individual or entity, or to any surety for or employee or 7agent of any of them. 9.07 Determinations for Unit Price Work B.Engineer will not supervise, direct, control,or A. Engineer will determine the actual quantities have authority over or be responsible for Contractor's and classifications of Unit Price Work performed by means, methods, techniques, sequences, or procedures of Contractor. Engineer will review with Contractor the construction, or the safety precautions and programs 7 Engineer's preliminary determinations on such matters incident thereto, or for any failure of Contractor to before rendering a written decision thereon (by comply with Laws and Regulations applicable to the recommendation of an Application for Payment or performance of the Work. Engineer will not be respon- 7 otherwise). Engineer's written decision thereon will be sible for Contractor's failure to perform the Work in final and binding (except as modified by Engineer to accordance with the Contract Documents. reflect changed factual conditions or more accurate data) 7. upon Owner and Contractor, subject to the provisions of C. Engineer will not be responsible for the acts Paragraph 10.05. or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing 9.08 Decisions on Requirements of Contract any of the Work. r Documents and Acceptability of Work D. Engineer's review of the final Application for A. Engineer will be the initial interpreter of the -Payment and accompanying documentation and all requirements of the Contract Documents and judge of the maintenance and operating instructions, schedules, acceptability of the Work thereunder. All matters in guarantees, bonds, certificates of inspection., tests and L' question and other matters between Owner and Contractor approvals, and other documentation required to be arising prior to the date final payment is due relating to delivered by Paragraph 14.07.A will only be to determine the acceptability of the Work,and the interpretation of the generally that their content complies with the require- Lrequirements of the Contract Documents pertaining to the ments of, and in the case of certificates of inspections, performance of the Work, will be referred initially to tests, and approvals that the results certified indicate Engineer in writing within 30 days of the event giving rise compliance with the Contract Documents. to the question 7 E. The limitations upon authority and responsi- B. Engineer will, with reasonable promptness, bility set forth in this Paragraph 9.09 shall also apply to, render a written decision on the issue referred. If Owner the Resident Project Representative,if any,and assistants, or Contractor believe that any such decision entitles them if any. 7 to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the ARTICLE 10-CHANGES IN THE WORK;CLAIMS event giving rise to the issues referenced for the purposes 7 of Paragraph 10.05.B. 10.01 Authorized Changes in the Work C. Engineer's written decision on the issue )114 referred will be final and binding on Owner and A. Without invalidating the Contract and without L. Contractor,subject to the provisions of Paragraph 10.05. notice to any surety,Owner may,at any time or from time to time, order additions, deletions, or revisions in the D. When functioning as interpreter and judge Work by a Change Order, or a Work Change Directive. 7, under this Paragraph 9.08, Engineer will not show Upon receipt of any such document, Contractor shall EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-28 7 r L' 7 promptly proceed with the Work involved which will be 10.05 Claims performed under the applicable conditions of the Contract Documents(except as otherwise specifically provided). A. Engineer's Decision Required: All Claims, 7 except those waived pursuant to Paragraph 14.09,shall be B. If Owner and Contractor are unable to agree referred to the Engineer for decision. A decision by on entitlement to,or on the amount or extent, if any,of an Engineer shall be required as a condition precedent to any adjustment in the Contract Price or Contract Times, or exercise by Owner or Contractor of any rights or remedies both,that should be allowed as a result of a Work Change either may otherwise have under the Contract Documents t--; Directive, a Claim may be made therefor as provided in or by Laws and Regulations in respect of such Claims. Paragraph 10.05. 1. B. Notice: Written notice stating the general 10.02 Unauthorized Changes in the Work nature of each Claim,shall be delivered by the claimant to Engineer and the other party to the Contract promptly(but A.Contractor shall not be entitled to an increase in no event later than 30 days) after the start of the event in the Contract Price or an extension of the Contract giving rise thereto. The responsibility to substantiate a r Times with respect to any work performed that is not Claim shall rest with the party making the Claim.Notice required by the Contract Documents as amended, of the amount or extent of the Claim,with supporting data modified,or supplemented as provided in Paragraph 3.04, shall be delivered to the Engineer and the other party to except in the case of an emergency as provided in the Contract within 60 days after the start of such event till; Paragraph 6.16 or in the case of uncovering Work as (unless Engineer allows additional time for claimant to provided in Paragraph 13.04.B. submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall 10.03 Execution of Change Orders be prepared in accordance with the provisions of 7 Paragraph 12.01.B.A Claim for an adjustment in Contract A. Owner and Contractor shall execute appropri- Time shall be prepared in accordance with the provisions ate Change Orders recommended by Engineer covering: of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment L 1. changes in the Work which are: (i)ordered by claimed is the entire adjustment to which the claimant Owner pursuant to Paragraph I0.01.A, (ii) required believes it is entitled as a result of said event. The because of acceptance of defective Work under Paragraph opposing party shall submit any response to Engineer and 7 13.08.A or Owner's correction of defective Work under the claimant within 30 days after receipt of the claimant's Paragraph 13.09,or(iii)agreed to by the parties; last submittal(unless Engineer allows additional time). 2. changes in the Contract Price or Contract C.Engineer's Action: Engineer will review each Jr' Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last t undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions 7 and in writing: 3. changes in the Contract Price or Contract 1.denythe Claim in whole or inpart, g Times which embody the substance of any written 7 decision rendered by Engineer pursuant to Paragraph 2.approve the Claim,or 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such 3.notify the parties that the Engineer is unable to decision in accordance with the provisions of the Contract resolve the Claim if, in the Engineer's sole discretion, it -7, Documents and applicable Laws and Regulations, but would be inappropriate for the Engineer to do so. For during any such appeal, Contractor shall carry on the purposes of further resolution of the Claim, such notice Work and adhere to the Progress Schedule as provided in shall be deemed a denial. Paragraph 6.18.A. 7 D.In the event that Engineer does not take action 10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be deemed denied. 7 A. If notice of any change affecting the general scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph Documents (including, but not limited to, Contract Price 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or or Contract Times) is required by the provisions of any 10.05.D will be final and binding upon Owner and LPill bond to be given to a surety,the giving of any such notice Contractor, unless Owner or Contractor invoke the will be Contractor's responsibility. The amount of each dispute resolution procedure set forth in Article 16 within applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. any such change. . rC-700 Standard General Conditions of the Construction Contract. - Copyright O 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-29 r 7 i F.No Claim for an adjustment in Contract Price Contractor and shall deliver such bids to Owner,who will �-=' or Contract Times will be valid if not submitted in then determine, with the advice of Engineer, which bids, accordance with this Paragraph 10.05. if any,will be acceptable.If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work ARTICLE 11 - COST OF THE WORK; and fee shall be determined in the same manner as ALLOWANCES;UNIT PRICE WORK Contractor's Cost of the Work and fee as provided in this rParagraph 11.01. 11.01 Cost of the Work 4. Costs of special consultants(including but not limited to Engineers, architects, testing laboratories, A. Costs Included: The term Cost of the Work surveyors, attorneys, and accountants) employed for means the sum of all costs, except those excluded in services specifically related to the Work. Paragraph 11.01.B, necessarily incurred and paid by ,r Contractor in the proper performance of the Work. When 5.Supplemental costs including the following: the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is a. The proportion of necessary transportation, determined on the basis of Cost of the Work,the costs to travel, and subsistence expenses of Contractor's 7 be reimbursed to Contractor will be only those additional employees incurred in discharge of duties or incremental costs required because of the change in the connected with the Work. Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by b. Cost, including transportation and mainte- 7 Owner, such costs shall be in amounts no higher than nance, of all materials, supplies, equipment, those prevailing in the locality of the Project,shall include machinery, appliances, office, and temporary only the following items, and shall not include any of the facilities at the Site,and hand tools not owned by costs itemized in Paragraph 11.01.B. the workers, which are consumed in the perfor- 7 mance of the Work, and cost, less market value, 1. Payroll costs for employees in the direct of such items used but not consumed which employ of Contractor in the performance of the Work remain the property of Contractor. 7 under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, c. Rentals of all construction equipment and without limitation, superintendents, foremen, and other machinery, and the parts thereof whether rented personnel employed full time at the Site.Payroll costs for from Contractor or others in accordance with r employees not employed full time on the Work shall be rental agreements approved by Owner with the apportioned on the basis of their time spent on the Work. advice of Engineer, and the costs of Payroll costs shall include, but not be limited to, salaries transportation, loading, unloading, assembly, and wages plus the cost of fringe benefits, which shall dismantling, and removal thereof.All such costs include social security contributions, unemployment, shall be in accordance with the terms of said 7 excise, and payroll taxes, workers' compensation, health rental agreements.The rental of any such equip- and retirement benefits, bonuses, sick leave,vacation and ment, machinery, or parts shall cease when the holiday pay applicable thereto. The expenses of use thereof is no longer necessary for the Work. tli performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in d. Sales, consumer, use, and other similar taxes the above to the extent authorized by Owner. related to the Work, and for which Contractor is • liable,imposed by Laws and Regulations. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of e. Deposits lost for causes other than negligence transportation and storage thereof, and Suppliers' field of Contractor, any Subcontractor, or anyone illy services required in connection therewith. All cash directly or indirectly employed by any of them or L, discounts shall accrue to Contractor unless Owner for whose acts any of them may be liable, and deposits funds with Contractor with which to make pay- royalty payments and fees for permits and ments, in which case the cash discounts shall accrue to licenses. 7 Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall f. Losses and damages (and related expenses) accrue to Owner,and Contractor shall make provisions so caused by damage to the Work,not compensated that they may be obtained. by insurance or otherwise, sustained by Contractor in connection with the performance L 3. Payments made by Contractor to of the Work (except losses and damages within Subcontractors for Work performed by Subcontractors. If the deductible amounts of property insurance required by Owner, Contractor shall obtain competitive established in accordance with Paragraph bids from subcontractors acceptable to Owner and 5.06.D), provided such losses and damages have 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. r00700-30 7 7 resulted from causes other than the negligence of be determined as set forth in the Agreement. When the Contractor, any Subcontractor, or anyone value of any Work covered by a Change Order or when a directly or indirectly employed by any of them or Claim for an adjustment in Contract Price is determined ei for whose acts any of them may be liable. Such on the basis of Cost of the Work,Contractor's fee shall be 1 losses shall include settlements made with the determined as set forth in Paragraph 12.01.C. written consent and approval of Owner.No such losses, damages, and expenses shall be included D. Documentation: Whenever the Cost of the in the Cost of the Work for the purpose of Work for any purpose is to be determined pursuant to 7: determining Contractor's fee. Paragraphs 11.01.A and 11.01.B,Contractor will establish and maintain records thereof in accordance with generally g. The cost .of utilities, fuel, and sanitary accepted accounting practices and submit in a form facilities at the Site. acceptable to Engineer an itemized cost breakdown together with supporting data. h. Minor expenses such as telegrams, long distance telephone calls,telephone service at the 11.02 Allowances Site, expresses, and similar petty cash items in connection with the Work. A. It is understood that Contractor has included in the Contract Price all allowances so named in the 7 i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or Documents to purchase and maintain. entities as may be acceptable to Owner and Engineer. 7 B. Costs Excluded: The term Cost of the Work B.Cash Allowances shall not include any of the following items: 1.Contractor agrees that: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of a. the cash allowances include the cost to 7 partnerships and sole proprietorships), general managers, Contractor (less any applicable trade discounts) safety managers, engineers, architects, estimators, attor- of materials and equipment required by the neys, auditors, accountants, purchasing and contracting allowances to be delivered at the Site, and all 1.1 agents, expediters, timekeepers, clerks, and other applicable taxes;and personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general b. Contractor's costs for unloading and handling r�M administration of the Work and not specifically included on the Site, labor, installation , overhead, profit, in the agreed upon schedule of job classifications referred and other expenses contemplated for the cash to in Paragraph 11.01.A.1 or specifically covered by allowances have been included in the Contract Paragraph 11.01.A.4, all of which are to be considered Price and not in the allowances, and no demand administrative costs covered by the Contractor's fee. for additional payment on account of any of the ji foregoing will be valid. 2.Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. C.Contingency Allowance 3. Any part of Contractor's capital expenses, 1. Contractor . agrees that a contingency including interest on Contractor's capital employed for allowance, if any, is for the sole use of Owner to cover the Work and charges against Contractor for delinquent unanticipated costs. ti.' payments. D.Prior to final payment, an appropriate Change 4.Costs due to the negligence of Contractor, any Order will be issued as recommended by Engineer to Ai Subcontractor, or anyone directly or indirectly employed reflect actual amounts due Contractor on account of Work ci by any of them or for whose acts any of them may be covered by allowances, and the Contract Price shall be L liable, including but not limited to, the correction of correspondingly adjusted. defective Work, disposal of materials or equipment 7 wrongly supplied, and making good any damage to 11.03 Unit Price Work property. A. Where the Contract Documents provide that 5. Other overhead or general expense costs of all or part of the Work is to be Unit Price Work, initially 7 any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit expressly included in Paragraphs 11.01.A and 11.01.B. Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work C. Contractor's Fee: When all the Work is times the estimated quantity of each item as indicated in performed on the basis of cost-plus,Contractor's fee shall the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-31 r r allowance for overhead and profit not necessarily in B. The estimated quantities of items of Unit accordance with Paragraph 12.01.C.2);or Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial 3. where the Work involved is not covered by Contract Price. Determinations of the actual quantities unit prices contained in the Contract Documents and and classifications of Unit Price Work performed by agreement to a lump sum is not reached under Paragraph Contractor will be made by Engineer subject to the 12.01.B.2, on the basis of the Cost of the Work provisions of Paragraph 9.07. (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as C. Each unit price will be deemed to include an provided in Paragraph 12.01.C). amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately C. Contractor's Fee: The Contractor's fee for identified item. overhead and profit shall be determined as follows: D. Owner or Contractor may make a Claim for 1.a mutually acceptable fixed fee;or an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions 1. the quantity of any item of Unit Price Work of the Cost of the Work: performed by Contractor differs materially and signifi- cantly from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.01.A.1 in the Agreement;and and 11.01.A.2, the Contractor's fee shall be 15 percent; 2. there is no corresponding adjustment with respect any other item of Work;and b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having c.where one or more tiers of subcontracts are on incurred additional expense or Owner believes that Owner the basis of Cost of the Work plus a fee and no is entitled to a decrease in Contract Price and the parties fixed fee is agreed upon,the intent of Paragraph are unable to agree as to the amount of any such increase 12.01.C.2.a is that the Subcontractor who or decrease. actually performs the Work,at whatever tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs ARTICLE 12 - CHANGE OF CONTRACT PRICE; 11.01.A.1 and 11.01.A.2 and that any higher tier CHANGE OF CONTRACT TIMES Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; 12.01 Change of Contract Price d. no fee shall be payable on the basis of costs A.The Contract Price may only be changed by a itemized under Paragraphs 11.01.A.4, 11.01.A.5, Change Order. Any Claim for an adjustment in the and 11.01.B; Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the e. the amount of credit to be allowed by other party to the Contract in accordance with the Contractor to Owner for any change which 14- provisions of Paragraph 10.05. results in a net decrease in cost will be the amount of the actual net decrease in cost plus a B. The value of any Work covered by a Change deduction in Contractor's fee by an amount equal Order or of any Claim for an adjustment in the Contract to five percent of such net decrease;and Price will be determined as follows: f. when both additions and credits are involved 1. where the Work involved is covered by unit in any one change, the adjustment in prices contained in the Contract Documents, by applica- Contractor's fee shall be computed on the basis tion of such unit prices to the quantities of the items of the net change in accordance with Paragraphs 76, involved (subject to the provisions of Paragraph 11.03); 12.01.C.2.a through 12.01.C.2.e,inclusive. or 12.02 Change of Contract Times 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a A.The Contract Times may only be changed by mutually agreed lump sum (which may include an a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-32 7 by the party making the Claim to the Engineer and the 7 other party to the Contract in accordance with the provisions of Paragraph 10.05. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF B. Any adjustment of the Contract Times DEFECTIVE WORK covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 13.01 Notice of Defects 12.03 Delays A.Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to A. Where Contractor is prevented from Contractor. All defective Work may be rejected, { completing any part of the Work within the Contract corrected,or accepted as provided in this Article 13. ' Times due to delay beyond the control of Contractor,the Contract Times will be extended in an amount equal to 13.02 Access to Work the time lost due to such delay if a Claim is made therefor 7 as provided in Paragraph 12.02.A. Delays beyond the A. Owner, Engineer, their consultants and other control of Contractor shall include, but not be limited to, representatives and personnel of Owner, independent acts or neglect by Owner,acts or neglect of utility owners testing laboratories, and governmental agencies with or other contractors performing other work as contemplat- jurisdictional interests will have access to the Site and the tj ed by Article 7, fires, floods, epidemics, abnormal Work at reasonable times for their observation, weather conditions,or acts of God. inspecting, and testing. Contractor shall provide them 4-",i. proper and safe conditions for such access and advise B. If Owner, Engineer, or other contractors or them of Contractor's Site safety procedures and programs utility owners performing other work for Owner as so that they may comply therewith as applicable. contemplated by Article 7, or anyone for whom Owner is 71- responsible, delays, disrupts, or interferes with the 13.03 Tests and Inspections performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract A. Contractor shall give Engineer timely notice Price or the Contract Times , or both. Contractor's of readiness of the Work for all required inspections, till— entitlement to an adjustment of the Contract Times is tests,or approvals and shall cooperate with inspection and conditioned on such adjustment being essential to testing personnel to facilitate required inspections or tests. Contractor's ability to complete the Work within the 7 Contract Times. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all C If Contractor is delayed in the performance or inspections, tests, or approvals required by the Contract . progress of the Work by fire, flood, epidemic, abnormal Documents except: - weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other 1. for inspections,tests, or approvals covered by r causes not the fault of and beyond control of Owner and Paragraphs 13.03.0 and 13.03.D below; Contractor, then Contractor shall be entitled to an 7-- equitable adjustment in Contract Times, if such 2. that costs incurred in connection with tests or adjustment is essential to Contractor's ability to complete inspections conducted pursuant to Paragraph 13.04.B the Work within the Contract Times. Such an adjustment shall be paid as provided in said Paragraph 13.04.C;and shall be Contractor's sole and exclusive remedy for the i. delays described in this Paragraph 12.03.C. 3. as otherwise specifically provided in the Con- tract Documents. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any C. If Laws or Regulations of any public body - claims, costs, losses, or damages (including but not having jurisdiction require any Work (or part thereof) limited to all fees and charges of Engineers, architects, specifically to be inspected, tested, or approved by an attorneys, and other professionals and all court or employee or other representative of such public body, arbitration or other dispute resolution costs) sustained by Contractor shall assume full responsibility for arranging ril Contractor on or in connection with any other project or and obtaining such inspections,tests,or approvals,pay all L anticipated project. costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. till E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays D. Contractor shall be responsible for arranging within the control of Contractor. Delays attributable to and obtaining and shall pay all costs in connection with and within the control of a Subcontractor or Supplier shall any inspections, tests, or approvals required for Owner's be deemed to be delays within the control of Contractor. and Engineer's acceptance of materials or equipment to EJCDC C-700 Standard General Conditions of the Construction Contract. 7Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-33 r V be incorporated in the Work; or acceptance of materials, A.If the Work is defective,or Contractor fails to mix designs,or equipment submitted for approval prior to supply sufficient skilled workers or suitable materials or Contractor's purchase thereof for incorporation in the equipment, or fails to perform the Work in such a way Work. Such inspections, tests, or approvals shall be that the completed Work will conform to the Contract performed by organizations acceptable to Owner and Documents, Owner may order Contractor to stop the Engineer. Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner E.If any Work (or the work of others) that is to to stop the Work shall not give rise to any duty on the part r be inspected,tested,or approved is covered by Contractor of Owner to exercise this right for the benefit of without written concurrence of Engineer, it must, if Contractor, any Subcontractor, any Supplier, any other r requested by Engineer,be uncovered for observation. individual or entity, or any surety for, or employee or lio agent of any of them. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless 13.06 Correction or Removal of Defective Work Contractor has given Engineer timely notice of ` r Contractor's intention to cover the same and Engineer has A. Promptly after receipt of notice, Contractor not acted with reasonable promptness in response to such shall correct all defective Work, whether or not notice. fabricated, installed, or completed, or, if the Work has 'r.;' been rejected by Engineer,remove it from the Project and r 13.04 Uncovering Work replace it with Work that is not defective.Contractor shall pay all claims, costs, losses, and damages (including but A.If any Work is covered contrary to the written not limited to all fees and charges of engineers,architects, request of Engineer, it must, if requested by Engineer,be attorneys, and other professionals and all court or uncovered for Engineer's observation and replaced at arbitration or other dispute resolution costs)arising out of Contractor's expense. - or relating to such correction or removal (including but �, not limited to all costs of repair or replacement of work of B.If Engineer considers it necessary or advisable others). that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, B. When correcting defective Work under the .t"-. shall uncover, expose, or otherwise make available for terms of this Paragraph 13.06 or Paragraph 13.07, observation, inspection, or testing as Engineer may Contractor shall take no action that would void or require, that portion of the Work in question, furnishing otherwise impair Owner's special warranty and guarantee, all necessary labor,material,and equipment. if any,on said Work. ti.i, C. If it is found that the uncovered Work is 13.07 Correction Period defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and A.If within one year after the date of Substantial '' charges of engineers, architects, attorneys, and other Completion (or such longer period of time as may be r professionals and all court or arbitration or other dispute prescribed by the terms of any applicable special resolution costs) arising out of or relating to such guarantee required by the Contract Documents)or by any uncovering, exposure, observation, inspection, and specific provision of the Contract Documents, any Work `�' testing, and of satisfactory replacement or reconstruction is found to be defective,or if the repair of any damages to (including but not limited to all costs of repair or the land or areas made available for Contractor's use by replacement of work of others); and Owner shall be Owner or permitted by Laws and Regulations as entitled to an appropriate decrease in the Contract Price.If contemplated in Paragraph 6.11.A is found to be the parties are unable to agree as to the amount thereof, defective, Contractor shall promptly, without cost to Owner may make a Claim therefor as provided in Owner and in accordance with Owner's written Paragraph 10.05. instructions: D. If, the uncovered Work is not found to be 1.repair such defective land or areas;or defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or 2.correct such defective Work;or f'"- both, directly attributable to such uncovering, exposure, flobservation, inspection, testing, replacement, and 3. if the defective Work has been rejected by reconstruction. If the parties are unable to agree as to the Owner, remove it from the Project and replace it with amount or extent thereof, Contractor may make a Claim Work that is not defective,and '� therefor as provided in Paragraph 10.05. 4. satisfactorily correct or repair or remove and 13.05 Owner May Stop the Work replace any damage to other Work,to the work of others or other land or areas resulting therefrom. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-34 ti r 7 B. If Contractor does not promptly comply with 13.09 Owner May Correct Defective Work the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss A. If Contractor fails within a reasonable time r or damage, Owner may have the defective Work after written notice from Engineer to correct defective corrected or repaired or may have the rejected Work re- Work or to remove and replace rejected Work as required moved and replaced. All claims, costs, losses, and by Engineer in accordance with Paragraph 13.06.A, or if damages(including but not limited to all fees and charges Contractor fails to perform the Work in accordance with r: of engineers,architects,attorneys,and other professionals • the Contract Documents, or if Contractor fails to comply and all court or arbitration or other dispute resolution with any other provision of the Contract Documents, costs)arising out of or relating to such correction or repair Owner may,after seven days written notice to Contractor, or such removal and replacement (including but not correct or remedy any such deficiency. 7 limited to all costs of repair or replacement of work of others)will be paid by Contractor. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. C. In special circumstances where a particular In connection with such corrective or remedial action, item of equipment is placed in continuous service before Owner may exclude Contractor from all or part of the Substantial Completion of all the Work, the correction Site, take possession of all or part of the Work and period for that item may start to run from an earlier date if suspend Contractor's services related thereto,take posses- so provided in the Specifications. sion of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in D. Where defective Work (and damage to other the Work all materials and equipment stored at the Site or Work resulting therefrom)has been corrected or removed for which Owner has paid Contractor but which are stored rs' and replaced under this Paragraph 13.07, the correction elsewhere. Contractor shall allow Owner, Owner's period hereunder with respect to such Work will be representatives, agents and employees, Owner's other extended for an additional period of one year after such contractors, and Engineer and Engineer's consultants correction or removal and replacement has been access to the Site to enable Owner to exercise the rights 7 satisfactorily completed. and remedies under this Paragraph. E. Contractor's obligations under this Paragraph C. All claims, costs, losses, and damages 13.07 are in addition to any other obligation or warranty. (including but not limited to all fees and charges of 7 The provisions of this Paragraph 13.07 shall not be engineers, architects, attorneys, and other professionals construed as a substitute for or a waiver of the provisions and all court or arbitration or other dispute resolution of any applicable statute of limitation or repose. costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be 7- 13.08 Acceptance of Defective Work charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the A. If, instead of requiring correction or removal Contract Documents with respect to the Work;and Owner and replacement of defective Work, Owner (and, prior to shall be entitled to an appropriate decrease in the Contract Engineer's recommendation of final payment, Engineer) Price.If the parties are unable to agree as to the amount of prefers to accept it, Owner may do so. Contractor shall the adjustment, Owner may make a Claim therefor as pay all claims, costs, losses, and damages (including but provided in Paragraph 10.05. Such claims, costs, losses not limited to all fees and charges of engineers,architects, and damages will include but not be limited to all costs of 7 attorneys, and other professionals and all court or repair, or replacement of work of others destroyed or arbitration or other dispute resolution costs)attributable to damaged by correction, removal, or replacement of Owner's evaluation of and determination to accept such Contractor's defective Work. 7 defective Work(such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work D. Contractor shall not be allowed an extension to the extent not otherwise paid by Contractor pursuant to of the Contract Times because of any delay in the this sentence. If any such acceptance occurs prior to performance of the Work attributable to the exercise by 7 Engineer's recommendation of final payment, a Change Owner of Owner's rights and remedies under this Order will be issued incorporating the necessary revisions Paragraph 13.09. in the Contract Documents with respect to the Work, and to; Owner shall be entitled to an appropriate decrease in the ( L" Contract Price, reflecting the diminished value of Work ARTICLE 14 - PAYMENTS TO CONTRACTOR AND so accepted. If the parties are unable to agree as to the COMPLETION amount thereof, Owner may make a Claim therefor as 7 provided in Paragraph 10.05. If the acceptance occurs after such recommendation,an appropriate amount will be 14.01 Schedule of Values paid by Contractor to Owner. A.The Schedule of Values established as provid- 7 ed in Paragraph 2.07.A will serve as the basis for progress EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-35 7 7 r_ payments and will be incorporated into a form of Applica- b. the quality of the Work is generally in accor- tion for Payment acceptable to Engineer. Progress dance with the Contract Documents (subject to payments on account of Unit Price Work will be based on an evaluation of the Work as a functioning whole r the number of units completed. prior to or upon Substantial Completion, to the results of any subsequent tests called for in the 14.02 Progress Payments Contract Documents, to a final determination of quantities and classifications for Unit Price Work 7 A.Applications for Payments under Paragraph 9.07, and to any other qualifications stated in the recommendation);and 1.At least 20 days before the date established in the Agreement for each progress payment (but not more c.the conditions precedent to Contractor's being 7 often than once a month), Contractor shall submit to entitled to such payment appear to have been Engineer for review an Application for Payment filled out fulfilled in so far as it is Engineer's and signed by Contractor covering the Work completed as responsibility to observe the Work. of the date of the Application and accompanied by such supporting documentation as is required by the Contract 3.By recommending any such payment Engineer Documents. If payment is requested on the basis of will not thereby be deemed to have represented that: materials and equipment not incorporated in the Work but 7 delivered and suitably stored at the Site or at another a. inspections made to check the quality or the location agreed to in writing,the Application for Payment quantity of the Work as it has been performed shall also be accompanied by a bill of sale, invoice, or have been exhaustive, extended to every aspect other documentation warranting that Owner has received of the Work in progress, or involved detailed the materials and equipment free and clear of all Liens inspections of the Work beyond the responsi- 7 and evidence that the materials and equipment are bilities specifically assigned to Engineer in the covered by appropriate property insurance or other Contract Documents;or fo arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. b. that there may not be other matters or issues between the parties that might entitle Contractor 2. Beginning with the second Application for to be paid additionally by Owner or entitle 7 Payment, each Application shall include an affidavit of Owner to withhold payment to Contractor. Contractor stating that all previous progress payments received on account of the Work have been applied on 4. Neither Engineer's review of Contractor's account to discharge Contractor's legitimate obligations Work for the purposes of recommending payments nor 7 associated with prior Applications for Payment. Engineer's recommendation of any payment, including final payment,will impose responsibility on Engineer: 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. a.to supervise,direct,or control the Work,or 17- B.Review of Applications b. for the means, methods, techniques, sequences, or procedures of construction, or the 1. Engineer will, within 10 days after receipt of safety precautions and programs incident thereto, each Application for Payment, either indicate in writing a or tiM:, recommendation of payment and present the Application to Owner or return the Application to Contractor c. for Contractor's failure to comply with Laws indicating in writing Engineer's reasons for refusing to and Regulations applicable to Contractor's 7, recommend payment. In the latter case, Contractor may performance of the Work,or make the necessary corrections and resubmit the Application. d. to make any examination to ascertain how or ► for what purposes Contractor has used the y.. 2. Engineer's recommendation of any payment moneys paid on account of the Contract Price,or requested in an Application for Payment will constitute a representation by Engineer to Owner,based on Engineer's e. to determine that title to any of the Work, observations on the Site of the executed Work as an materials,or equipment has passed to Owner free 7 experienced and qualified design professional and on and clear of any Liens. Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of 5. Engineer may refuse to recommend the whole 1.4 Engineer's knowledge,information and belief: or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner a. the Work has progressed to the point indicat- stated in Paragraph 14.02.B.2. Engineer may also refuse ed; to recommend any such payment or, because of subse- t' quently or the results of subsequent EJCDC C-700 Standard General Conditions of the Constructiondiscovered Contract.evidence Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-36 L. 7 7 inspections or tests, revise or revoke any such payment 3. If it is subsequently determined that Owner's recommendation previously made, to such extent as may refusal of payment was not justified, the amount be necessary in Engineer's opinion to protect Owner from wrongfully withheld shall be treated as an amount due as loss because: determined by Paragraph 14.02.C.1. Iss: a.the Work is defective, or completed Work has 14.03 Contractor's Warranty of Title been damaged, requiring correction or replace- r ment; A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any b. the Contract Price has been reduced by Application for Payment, whether incorporated in the Change Orders; Project or not,will pass to Owner no later than the time of 7 payment free and clear of all Liens. c. Owner has been required to correct defective Work or complete Work in accordance with 14.04 Substantial Completion Paragraph 13.09;or 7 A. When Contractor considers the entire Work d. Engineer has actual knowledge of the ready for its intended use Contractor shall notify Owner occurrence of any of the events enumerated in and Engineer in writing that the entire Work 'is 7 Paragraph 15.02.A. substantially complete(except for items specifically listed by Contractor as incomplete) and request that Engineer C.Payment Becomes Due issue a certificate of Substantial Completion. 1.Ten days after presentation of the Application B. Promptly after Contractor's notification, , for Payment to Owner with Engineer's recommendation, Owner, Contractor, and Engineer shall make an the amount recommended will (subject to the provisions inspection of the Work to determine the status of of Paragraph 14.02.D)become due, and when due will be completion. If Engineer does not consider the Work paid by Owner to Contractor. substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. D.Reduction in Payment 7 C. If Engineer considers the Work substantially 1.Owner may refuse to make payment of the full complete, Engineer will deliver to Owner a tentative amount recommended by Engineer because: certificate of Substantial Completion which shall fix the date of Substantial Completion.There shall be attached to a. claims have been made against Owner on the certificate a tentative list of items to be completed or 7 account of Contractor's performance or furnish- corrected before final payment. Owner shall have seven ing of the Work; days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions r b. Liens have been filed in connection with the Work, except where Contractor has delivered a of the certificate or attached list.If,after considering such objections, Engineer concludes that the Work is not specific bond satisfactory to Owner to secure the substantially complete,Engineer will within 14 days after satisfaction and discharge of such Liens; submission of the tentative certificate to Owner notify 7 Contractor in writing,stating the reasons therefor.If,after c. there are other items entitling Owner to a consideration of Owner's objections, Engineer considers set-off against the amount recommended;or the Work substantially complete, Engineer will within 7said 14 days execute and deliver to Owner and Contractor d.Owner has actual knowledge of the occurrence a definitive certificate of Substantial Completion (with a of any of the events enumerated in Paragraphs revised tentative list of items to be completed or correct- 14.02.B.5.a through 14.02.B.5.c or Paragraph ed) reflecting such changes from the tentative certificate 7 15.02.A. as Engineer believes justified after consideration of any objections from Owner. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give D. At the time of delivery of the tentative 7 Contractor immediate written notice (with a copy to certificate of Substantial Completion, Engineer will Engineer)stating the reasons for such action and promptly deliver to Owner and Contractor a written recommen- pay Contractor any amount remaining after deduction of dation as to division of responsibilities pending final the amount so withheld. Owner shall promptly pay payment between Owner and Contractor with respect to la" Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work, thereto agreed to by Owner and Contractor, when maintenance,heat, utilities, insurance,and warranties and Contractor corrects to Owner's satisfaction the reasons for guarantees.Unless Owner and Contractor agree otherwise such action. in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-37 7 7 Completion, Engineer's aforesaid recommendation will 7,' be binding on Owner and Contractor until final payment. that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. E. Owner shall have the right to exclude '74 Contractor from the Site after the date of Substantial 14.07 Final Payment Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. A.Application for Payment r 14.05 Partial Utilization 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections A. Prior to Substantial Completion of all the identified during the final inspection and has delivered, in Work, Owner may use or occupy any substantially accordance with the Contract Documents,all maintenance completed part of the Work which has specifically been and operating instructions, schedules, guarantees, bonds, identified in the Contract Documents, or which Owner, certificates or other evidence of insurance certificates of Engineer, and Contractor agree constitutes a separately inspection, marked-up record documents (as provided in functioning and usable part of the Work that can be used Paragraph 6.12), and other documents, Contractor may til by Owner for its intended purpose without significant make application for final payment following the interference with Contractor's performance of the procedure for progress payments. remainder of the Work, subject to the following condi- tions. 2. The final Application for Payment shall be ri accompanied(except as previously delivered)by: 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of a. all documentation called for in the Contract the Work which Owner believes to be ready for its Documents, including but not limited to the tik intended use and substantially complete. If and when evidence of insurance required by Paragraph Contractor agrees that such part of the Work is 5.04.B.7; substantially complete, Contractor will certify to Owner 74' and Engineer that such part of the Work is substantially b.consent of the surety,if any,to final payment; complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. c. a list of all Claims against Owner that Contractor believes are unsettled;and _ 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such d. complete and legally effective releases or part of the Work ready for its intended use and substan- waivers(satisfactory to Owner)of all Lien rights tially complete and request Engineer to issue a certificate arising out of or Liens filed in connection with 7 of Substantial Completion for that part of the Work. the Work. 3. Within a reasonable time after either such 3. In lieu of the releases or waivers of Liens 7 request, Owner, Contractor, and Engineer shall make-an specified in Paragraph 14.07.A.2 and as approved by inspection of that part of the Work to determine its status Owner, Contractor may furnish receipts or releases in full of completion. If Engineer does not consider that part of and an affidavit of Contractor that: (i) the releases and 4* the -Work to be substantially complete, Engineer will receipts include all labor, services, material, and notify Owner and Contractor in writing giving the reasons equipment for which a Lien could be filed; and (ii) all ,�, therefor.If Engineer considers that part of the Work to be payrolls, material and equipment bills, and other substantially complete,the provisions of Paragraph 14.04 indebtedness connected with the Work for which Owner till will apply with respect to certification of Substantialor Owner's property might in any way be responsible have Completion of that part of the Work and the division of been paid or otherwise satisfied. If any Subcontractor or responsibility in respect thereof and access thereto. Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral 4.No use or occupancy or separate operation of satisfactory to Owner to indemnify Owner against any 7 part of the Work may occur prior to compliance with the Lien. requirements of Paragraph 5.10 regarding property insurance. B. Engineer's Review of Application and Acceptance 7 14.06 Final Inspection 1. If, on the basis of Engineer's observation of A. Upon written notice from Contractor that the the Work during construction and final inspection, and 7 entire Work or an agreed portion thereof is complete, Engineer's review of the final Application for Payment Engineer will promptly make a final inspection with and accompanying documentation as required by the Owner and Contractor and will notify Contractor in Contract Documents, Engineer is satisfied that the Work 7 writing of all particulars in which this inspection reveals has been completed and Contractor's other obligations EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-38 7 7 7' under the Contract Documents have been fulfilled, with the requirements herein and expressly acknowledged Engineer will, within ten days after receipt of the final by Owner in writing as still unsettled. Application for Payment, indicate in writing Engineer's tib recommendation of payment and present the Application for Payment to Owner for payment. At the same time ARTICLE 15 - SUSPENSION OF WORK AND Engineer will also give written notice to Owner and TERMINATION Contractor that the Work is acceptable subject to the 7 provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicat- 15.01 Owner May Suspend Work ing in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the A. At any time and without cause, Owner may 7: necessary corrections and resubmit the Application for suspend the Work or any portion thereof for a period of Payment. not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which r C.Payment Becomes Due Work will be resumed. Contractor shall resume the Work on the date so fixed.Contractor shall be granted an adjust- 1.Thirty days after the presentation to Owner of ment in the Contract Price or an extension of the Contract the Application for Payment and accompanying docu- Times, or both, directly attributable to any such 7 mentation, the amount recommended by Engineer, less suspension if Contractor makes a Claim therefor as any sum Owner is entitled to set off against Engineer's provided in Paragraph 10.05. recommendation, including but not limited to liquidated damages,will become due and,will be paid by Owner to 15.02 Owner May Terminate for Cause 7 Contractor. A. The occurrence of any one or more of the 14.08 Final Completion Delayed following events will justify termination for cause: A. If, through no fault of Contractor, final 1. Contractor's persistent failure to perform the completion of the Work is significantly delayed, and if Work in accordance with the Contract Documents Engineer so confirms, Owner shall, upon receipt of. (including, but not limited to, failure to supply sufficient Contractor's final Application for Payment (for Work skilled workers or suitable materials or equipment or 7 fully completed and accepted) and recommendation of failure to adhere to the Progress Schedule established Engineer, and without terminating the Contract, make under Paragraph 2.07 as adjusted from time to time payment of the balance due for that portion of the Work pursuant to Paragraph 6.04); 7 fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or 2. Contractor's disregard of Laws or Regulations corrected is less than the retainage stipulated in the of any public body having jurisdiction; Agreement, and if bonds have been furnished as required in Paragraph 5.01,the written consent of the surety to the 3. Contractor's disregard of the authority of payment of the balance due for that portion of the Work Engineer;or fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such 4. Contractor's violation in any substantial way 11" payment. Such payment shall be made under the terms of any provisions of the Contract Documents. and conditions governing final payment, except that it shall not constitute a waiver of Claims. B. If one or more of the events identified in �r Paragraph 15.02.A occur, Owner may, after giving } 14.09 Waiver of Claims Contractor (and surety ) seven days written notice of its [� intent to terminate the services of Contractor: A. The making and acceptance of final payment will constitute: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, 7 1. a waiver of all Claims by Owner against appliances, construction equipment, and machinery at the Contractor, except Claims arising from unsettled Liens, Site, and use the same to the full extent they could be 7:- from defective Work appearing after final inspection used by Contractor (without liability to Contractor for pursuant to Paragraph 14.06, from failure to comply with trespass or conversion), the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's 2. incorporate in the Work all materials and 7 continuing obligations under the Contract Documents; equipment stored at the Site or for which Owner has paid and Contractor but which are stored elsewhere,and 2. a waiver of all Claims by Contractor against 7 Owner other than those previously made in accordance EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-39 r 3. complete the Work as Owner may deem 2. expenses sustained prior to the effective date expedient. of termination in performing services and furnishing labor,materials,or equipment as required by the Contract C. If Owner proceeds as provided in Paragraph Documents in connection with uncompleted Work, plus 7 15.02.B, Contractor shall not be entitled to receive any fair and reasonable sums for overhead and profit on such further payment until the Work is completed. If the expenses; unpaid balance of the Contract Price exceeds all claims, costs,losses,and damages(including but not limited to all 3. all claims, costs, losses, and damages 7 fees and charges of engineers, architects, attorneys, and (including but not limited to all fees and charges of other professionals and all court or arbitration or other engineers, architects, attorneys, and other professionals dispute resolution costs) sustained by Owner arising out and all court or arbitration or other dispute resolution of or relating to completing the Work,such excess will be costs) incurred in settlement of terminated contracts with 7 paid to Contractor. If such claims, costs, losses, and Subcontractors,Suppliers,and others;and - damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, 4. reasonable expenses directly attributable to and damages incurred by Owner will be reviewed by termination. Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. B.Contractor shall not be paid on account of loss When exercising any rights or remedies under this of anticipated profits or revenue or other economic loss f Paragraph Owner shall not be required to obtain the arising out of or resulting from such termination. lowest price for the Work performed. 15.04 Contractor May Stop Work or Terminate D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if A. If, through no act or fault of Contractor, (i) Contractor begins within seven days of receipt of notice the Work is suspended for more than 90 consecutive days of intent to terminate to correct its failure to perform and by Owner or under an order of court or other public rill proceeds diligently to cure such failure within no more authority, or (ii) Engineer fails to act on any Application than 30 days of receipt of said notice. for Payment within 30 days after it is submitted, or (iii) L- Owner fails for 30 days to pay Contractor any sum finally E. Where Contractor's services have been so determined to be due, then Contractor may, upon seven terminated by Owner, the termination will not affect any days written notice to Owner and Engineer, and provided rights or remedies of Owner against Contractor then Owner or Engineer do not remedy such suspension or existing or which may thereafter accrue. Any retention or failure within that time, terminate the Contract and payment of moneys due Contractor by Owner will not recover from Owner payment on the same terms as release Contractor from liability. provided in Paragraph 15.03. 7 F. If and to the extent that Contractor has B. In lieu of terminating the Contract and provided a performance bond under the provisions of without prejudice to any other right or remedy, if -r Paragraph 5.01.A,the termination procedures of that bond Engineer has failed to act on an Application for Payment shall supersede the provisions of Paragraphs 15.02.B, and within 30 days after it is submitted, or Owner has failed 15.02.C. for 30 days to pay Contractor any sum finally determined I. to be due,Contractor may,seven days after written notice ` 15.03 Owner May Terminate For Convenience to Owner and Engineer, stop the Work until payment is .1 made of all such amounts due Contractor, including A. Upon seven days written notice to Contractor interest thereon. The provisions of this Paragraph 15.04 and Engineer, Owner may, without cause and without are not intended to preclude Contractor from making a prejudice to any other right or remedy of Owner, Claim under Paragraph 10.05 for an adjustment in (( terminate the Contract. In such case, Contractor shall be Contract Price or Contract Times or otherwise for paid for(without duplication of any items): expenses or damage directly attributable to Contractor's 100 stopping the Work as permitted by this Paragraph. {t 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and ARTICLE 16-DISPUTE RESOLUTION 7 reasonable sums for overhead and profit on such Work; 16.01 Methods and Procedures 7 A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-40 7 7 governed by the Construction Industry Mediation Rules 2. delivered at or sent by registered or certified 7 of the American Arbitration Association in effect as of the mail, postage prepaid,to the last business address known Effective Date of the Agreement. The request for to the giver of the notice. mediation shall be submitted in writing to the American Arbitration Association and the other party to the 17.02 Computation of Times 7 Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. A. When any period of time is referred to in the Contract Documents by days, it will be computed to 7 B. Owner and Contractor shall participate in the exclude the first and include the last day of such period.If mediation process in good faith. The process shall be the last day of any such period falls on a Saturday or concluded within 60 days of filing of the request. The Sunday or on a day made a legal holiday by the law of the 7 date of termination of the mediation shall be determined applicable jurisdiction,such day will be omitted from the by application of the mediation rules referenced above. computation. C. If the Claim is not resolved by mediation, 17.03 Cumulative Remedies 7 Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become A. The duties and obligations imposed by these final and binding 30 days after termination of the General Conditions and the rights and remedies available mediation unless, within that time period, Owner or hereunder to the parties hereto are in addition to, and areti'l Contractor: not to be construed in any way as a limitation of, any L : rights and remedies available to any or all of them which 1. elects in writing to invoke any dispute are otherwise imposed or available by Laws or Regula- resolution process provided for in the Supplementary tions, by special warranty or guarantee, or by other 7 Conditions, or provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated 2. agrees with the other party to submit the specifically in the Contract Documents in connection with r- Claim to another dispute resolution process,or each particular duty, obligation, right, and remedy to which they apply. 3. gives written notice to the other party of their intent to submit the Claim to a court of competent 17.04 Survival of Obligations jurisdiction. 7 A.All representations, indemnifications,warran- ties, and guarantees made in, required by, or given in ARTICLE 17-MISCELLANEOUS accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- 7 ments, will survive final payment, completion, and 17.01 Giving Notice . acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. L A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be 17.05 Controlling Lain deemed to have been validly given if: A.This Contract is to be governed by the law of 7 1. delivered in person to the individual or to a the state in which the Project is located. member of the firm or to an officer of the corporation for whom it is intended,or 17.06 Headings - A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 7 7 7 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-41 r Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS rKlotz Associates Project No.0218.026 Page 1 TABLE OF CONTENTS ARTICLE PAGE NO. l GENERAL 2 1 Definitions and Terminology 2 2 Preliminary Matters 2 5 Bonds and Insurance 3 r6 Contractor's Responsibilities 8 8 Owner's Responsibilities 10 7 9 Engineer's Status During Construction 10 10 Changes in the Work;Claims 11 11 Cost of the Work;Allowances;Unit Price Work 11 12 Change of Contract Price; Change of Contract Times 12 li, 13 Tests and Inspections; Correction,Removal or Acceptance of Defective Work 12 14 Payments to Contractor and Completion 12 15 Suspension of Work and Termination 13 17 Miscellaneous 13 I ills J TI r r Z H Klotz Associates Std, 07/03 01/25/05 r Green Tee'Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No. 0218.026 Page 2 GENERAL The Supplementary Conditions amend or supplement the"Standard General Conditions of the Construction Contract" (EJCDC No.C-700,2002 Edition)and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. r ARTICLE 1—DEFINITIONS AND TERMINOLOGY SC 1.01.A.19. Add the following language at the end of the defmition entitled"ENGINEER": Whenever the word ARCHITECT is used in the Specifications,it shall have the same meaning as the word ENGINEER as defined. ARTICLE 2-PRELIMINARY MATTERS 7 SC 2.02. Amend the first sentence of Paragraph 2.02. of the General Conditions to indicate the number of copies of Contract Documents as follows: Six copies of the p Contract Documents shall be furnished. 1111 SC 2.06. Add new paragraphs immediately after Paragraph 2.06 of the General Conditions which are to read as follows: 2.06.B. The conference will be held at a location selected by OWNER. The conference shall be attended by: 2.06.B.1. CONTRACTOR's Office Representative. 2.06.B.2. CONTRACTOR's Resident Superintendent. 2.06.B.3. CONTRACTOR's Safety Representative. .B AnySubcontractors' Suppliers'2.06. .5. S bcontractors or representatives whom CONTRACTOR may desire to invite or ENGINEER may request. 2.06.B.6. OWNER's Representatives. 2.06.B.7. ENGINEER's Representatives and any ENGINEER'S Consultants ENGINEER may invite. 2.06.B.8. Local Utilities Representatives. 2.06.C. A suggested format would include,but not be limited to,the following subjects: 2.06.C.1. Project safety. Klotz Associates Std, 07/03 01/25/05 r r Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 3 2.06.C.1. Presentation of the preliminary progress schedule and preliminary schedule of Shop Drawing and Sample submissions in accordance with Section 01330. 2.06.C.2. Liquidated damages. 2.06.C.3. Procedures for handling submittals such as Shop Drawings and other submittals. 2.06.C.4. Direction of correspondence,and coordinating responsibility between CONTRACTORS. rI4 2.06.C.5. Project meetings. 2.06.C.6. Equal opportunity requirements. 2.06.C.7. Laboratory testing of material requirements. 2.06.C.8. Procedures for inventory of material and equipment stored on-site or off-site if off-site storage is authorized. 2.06.C.9. Review schedule of values,application for progress payment,and progress payment procedures. 2.06.C.10. Change Order procedures. 2.06.C.11. Posting of OWNER'S sign. ARTICLE 5-BONDS AND INSURANCE SC 5.O1.A. Add the following language at the end of Paragraph 5.01.A. of the General Conditions. 5.01.A.1. The person executing a payment and performance bond must be licensed as a Texas Local Recording Agent through the State Board of Insurance as required by the laws of the State of Texas. 5.01.A.2. The person executing the payment and performance bonds must hold an appointment from the surety company to execute payment and performance bonds and bind such surety,and such appointment must be recorded in the office of the State Board of Insurance. SC 5.01.C. Add the followinglanguage at the end Paragraph P'of Para h 5.01.C.of the General Conditions: fuj In addition,no further progress payments under the Agreement will be made by OWNER until CONTRACTOR complies with the provisions of this paragraph. SC 5.02.A. Add the following language at the end of Paragraph 5.02.A.of the General Conditions: Surety or insurance company shall be at least a"B"Rated Company. 1.1 Klotz Associates Std, 07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 4 SC 5.03.A Delete Paragraph 5.03.A.of the General Conditions in its entirety and insert the following in its place: 5.03.A. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions,certificates of insurance(and other evidence of insurance requested by OWNER or any other additional insured)which CONTRACTOR is required to purchase and maintain in accordance with Paragraphs 5.04.and 5.06.hereof. CONTRACTOR'S LIABILITY INSURANCE SC 5.04. The limits of liability for the insurance required by Paragraph 5.04.of the General Conditions shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations: 5.04.A.1. and 5.04.A.2. Worker's Compensation, etc., under Paragraphs 5.04.A.1. and 5.04.A.2. of the General Conditions: (1) State: Statutory (2) Applicable Federal (e.g.,Longshoreman's): Statutory 5.04.A.3.,5.04.A.4.,and 5.04.A.5. Contractor's General Liability under Paragraphs 5.04.A.3.through 5.04.A.5.of the General Conditions which shall include completed operations and product liability coverages: (1) Bodily Injury (Each Occurrence): $500,000 1+4 (2) Property Damage $ 100,000 (3) Personal Injury Liability coverage will include claims arising out of employment. (4) Property Damage Liability insurance will provide Explosion,Collapse,and Underground coverages where applicable. (5) Excess Liability (Each Occurrence): $ 1,000,000 5.04.A.6. Automobile Liability: (1) Bodily Injury Each Person: $ 500,000 Each Accident: $ 500,000 Property Damage Klotz Associates Std, 07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 5 (1) Each Accident: $ 500,000 Add the followingnewparagraph after 5.04.B.7. of the General Conditions for all Texas projects: 5.04.B.8 Workers'Compensation Insurance Coverage A. Definitions. Certificate of coverage("certificate")-A copy of a certificate of insurance,a certificate of authority to self-insure issued by the Texas Workers'Compensation Commission(the"TWCC"),or a coverage agreement(TWCC-81,TWCC- 82,TWCC-83,or TWCC-84),showing statutory workers'compensation insurance coverage for the person's or entity's employees providing services on a project,for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor"in Section§406.096 of the Texas Labor Code)-includes all person or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes,without limitation,independent contractors,subcontractors,leasing companies,motor carriers, owner-operators,employees of any such entity or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation,or other service related to a project."Services"does not include activities unrelated to the project, such as food/beverage vendors,office supply deliveries,and delivery of portable toilets. B. The Contractor shall provide coverage,based on proper reporting of classification codes and payroll amounts and filing of any coverage agreement,which meets the statutory requirements of Texas Labor Code, §401.011(44)for all employees of the Contractor providing services on the project,for the duration of the project. 1 • C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded the contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project,the Contractor must,prior to the end of the coverage period,file a new certificate of coverage with the Owner, showing that the coverage has been extended. E. The Contractor shall obtain from each person providing services on the project,and provide to the Owner: (1) A certificate of coverage,prior to that person beginning work on the project,so that the Owner will have on file certificates of coverage showing coverage for all persons providing services on the project. re. (2) No later than seven days after receipt by the Contractor,a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate ends during the duration of the project. F. The Contractor shall retain all required certificates of coverage on file for the duration of the project and for one year thereafter. G. The Contractor shall notify the Owner in writing by certified mail or personal delivery,within 10 days after the Contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project. ociates Std 07/03 01/25/05 Klotz Ass , riv Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No. 0218.026 Page 6 H. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the TWCC, informing all persons providing services on the project that they are required to be covered,and stating how a person may verify current coverage and report failure to provide coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project to: (1) Provide coverage,based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code§440.001(44)for all its employees providing services on the project,for the duration of the project. (2) Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project. (3) Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the A�+ duration of the project. (4) Obtain from each other person with whom it contracts,and provide to the Contractor: a) A certificate of coverage,prior to the other person beginning work on the project. b) A new certificate of coverage showing extension of the coverage period, prior to the end of the coverage period,if the coverage period shown on the current certificate of coverage ends during the duration of the project. (5) Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) Notify the Owner in writing by certified mail or personal delivery,within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. t„,„. (7) Contractually require each other person with whom it contracts to perform as required by paragraphs 1 through 7, with the certificate of coverage to be provided to the persons for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the Owner that all employees of the Contractor who will provide services on the project will be covered by workers'compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the TWCC's Division of Self-Insurance Regulation. Providing false or rat, misleading information may subject the Contractor to administrative penalties,criminal penalties,civil penalties,or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which L. entitles the Owner to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the Owner. Attached in Appendix B is the form of notice of workers'compensation coverage prescribed by the TWCC. Pursuant to Section§110.110(d)(7),this notice must be printed with a title in at least 30-point bold type,and text in at least 19-point normal type,and shall be in both English and Spanish and any other language common to the worker population. Klotz Associates Std, 07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 7 SC 5.06.A. Delete Paragraph 5.06.A. of the General Conditions in its entirety and insert the following in its place: Property Insurance: 5.06.A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the site in the amount of the full replacement cost thereof(subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). The insurance shall: 5.06.A.1. Include the interests of OWNER,CONTRACTOR,Subcontractors,ENGINEER,and any other persons or entities indicated below, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured: (1) Frank J.Dillard&Associates,Inc. 5.06:A.2. Be written on a Builder's Risk"all-risk"or open peril or special causes of loss policy form that shall at least include insurance for physical loss and damage to the Work,temporary buildings,falsework, and Work in transit and shall insure against at least the following perils: fire, lightning, extended coverage, theft, vandalism and malicious mischief,earthquake,collapse,debris removal,demolition occasioned by enforcement of Laws and Regulations,water damage,and such other perils or causes of loss as may be specifically required by these Supplementary Conditions. 5.06.A.3. Include expenses incurred in the repair or replacement of any insured property(including but not limited to fees and charges of engineers and architects); 5.06 A.4. Cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work,provided that such materials and equipment have been included in an Application for Payment recommended by ENGINEER;and 5.06.A.5. Be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR,and ENGINEER with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance with this Paragraph 5.06.A.shall comply with the requirements of 5.06.C. SC 5.06.B. Delete Paragraph 5.06.B. of the General Conditions in its entirety. SC 5.06.D. Delete Paragraph 5.06.D.of the General Conditions in its entirety. Klotz Associates Std, 07/03 01/28/05 r L Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 8 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES SC 6.05.A. t Delete subparagraph 6.05.A.1.of the General Conditions in its entirety and replace with the following: 6.05.A.1. "Or Equal": If in ENGINEER'S sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named,equal in material and constructed quality,and sufficiently similar so that no change in related Work will be required,it may be considered by ENGINEER as an"or equal"item,in which case review and approval of the proposed item may, in ENGINEER'S sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. Tit SC 6.06. Delete the words "Supplementary Conditions" in two places and replace with the words "Instructions to Bidders" in Paragraph 6.06.B.of the General Conditions. SC 6.08. Delete the last sentence in Paragraph 6.08. of the General Conditions and replace with the following: l� Unless otherwise specified in the General Requirements or Specifications,CONTRACTOR shall pay all charges of utility owners for connections to the Work,and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. SC 6.10. Delete paragraph A. Add the following new paragraphs after Paragraph 6.10. of the General Conditions: 6.10.A. Contractor must obtain a Texas sales tax permit. • 6.10.B. All Subcontractors and Sub-subcontractors must obtain a Texas sales tax permit. 6.10.C. Contractor must comply with the Limited Sales,Excise,and Use Tax requirements of House Bill 11 of the 73rd Texas Legislature, now codified in Vemon's Civil Statutes, Chapter 151. The requirements specified in 6.10.D. are based on the referenced statute. 6.10.D. Incorporated material shall be exempt from sales and use tax in that the Work is being performed for the OWNER,a tax exempt governmental entity. Without prior written approval of OWNER to the contrary,CONTRACTOR shall separate: (a)the part of the billing attributable to incorporated material(i.e.materials to be incorporated into the Work),which billing shall not exceed the actual costs of such materials to the CONTRACTOR,or any Subcontractor,as the case may be,(b)the part of the billing attributable to non-Incorporated material, and(c)the part of billing attributable to their costs and fees. By virtue of the tax-exempt status of the Work,CONTRACTOR shall neither(i)collect sales or use tax from OWNER or (ii) pay sales tax to any Subcontractor or materialman with respect to Incorporated Material (CONTRACTOR will execute and deliver a resale certificate for such incorporated material to the Subcontractor or materialman who supplied CONTRACTOR with the Incorporated Material). When CONTRACTOR purchases,rents,or leases non-incorporated material,CONTRACTOR or Subcontractor must pay sales or use tax at the time or purchase,rental,or lease of such non- Klotz Associates Std, 07/03 01/25/05 r 7 7 Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS 7 Klotz Associates Project No. 0218.026 Page 9 incorporated material. All Subcontracts shall provide the Subcontractor must comply with the provisions of this paragraph. For purposes of this section,the term Subcontractor shall include a Sub-subcontractor and materialman as 7 appropriate in context. All Sub-subcontractors shall be subject to the same separated contract provisions that are applicable to CONTRACTOR. Without prior written approval of OWNER to the contrary: (a) all Subcontracts entered into by and between 7 CONTRACTOR and any Subcontractor,and(b)all Subcontracts entered into by and between the Subcontractor and Sub- subcontractors relating to the Work shall be separated contracts and final billings by the Subcontractors or Sub- t<4? subcontractors as applicable shall separate: (i)the part of the billing attributable to incorporated material(which billing 7 shall not exceed the actual cost of such materials to the Subcontractor or Sub-subcontractor,as the case may be);(ii)the part of the billing attributable to non-incorporated material,and(iii)the part of billing attributable to other costs and fees. All Subcontracts shall provide that when the Subcontractor purchases incorporated material,such Subcontractor will 7 execute and deliver a resale certificate for such incorporated material to the Sub-subcontractor or materialman who supplied Subcontractor with the incorporated material. As a result,Subcontractor will not have to pay sales or use tax on such incorporated material at the time purchase. When Subcontractor invoices CONTRACTOR for the cost of 7 incorporated material, CONTRACTOR will execute and deliver a resale certificate for such Incorporated Material to Subcontractor,and Subcontractor shall not collect sales or use tax on the cost of such incorporated material. When any Subcontractor purchases,rents,or leases non-incorporated material,such Subcontractor must pay sales or use tax at the time of purchase,rental or lease of such non-incorporated material. 7 All Sub-subcontracts between a Subcontractor and a Sub-subcontractor shall be subject to the same separated contract provisions that are applicable to Subcontracts between CONTRACTOR and Subcontractor. 7 SC 6.16. Add a new paragraph immediately after Paragraph 6.16.A. of the General Conditions which is to read as follows: 7 6.16.B. In emergencies affecting the safety or protection of persons or property or maintenance of temporary construction at the site or adjacent thereto, and CONTRACTOR cannot be reached, OWNER may act to attempt to 7 prevent threatened damage,injury,or loss. OWNER will give CONTRACTOR and ENGINEER prompt written notice of such action and the cost of the correction or remedy shall be charged against CONTRACTOR. A Change Order will be issued to document the change in Contract Price. 7 SC 6.17.D.3. Add a new subparagraph immediately after Paragraph 6.17.D.3.of the General Conditions which shall read as follows: 7 6.17.D.4. After ENGINEER has reviewed and approved a Shop Drawing or Sample CONTRACTOR shall provide the material or equipment approved. ENGINEER will not review subsequent submittals of a different manufacturer or Supplier unless CONTRACTOR provides sufficient information to ENGINEER that the approved material or equipment -7.1 is unavailable,time of delivery will delay the construction progress,or OWNER requests a different manufacturer or Supplier. r SC 6.20.C. L Delete Paragraph 6.20.C.of the General Conditions in its entirety. 7 7 Klotz Associates Std, 07/03 01/25/05 • Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 10 ARTICLE 8-OWNER'S RESPONSIBILITIES SC 8.12. Add a new paragraph immediately after Paragraph 8.11 of the General Conditions which is to read as follows: 8.12. OWNER will furnish a Site Representative,assistants,and other field staff to observe performance of the Work. The duties and responsibilities of OWNER'S Site Representative are described as follows: 8.12.A. Become familiar with the Contract Documents to observe the progress and quality of the executed Work,and to determine,in general, if the Work is proceeding in accordance with the Contract Documents. 8.12.B. Promptly forward to ENGINEER,reports from CONTRACTOR indicating conflict,error or discrepancy in the Contract Documents to enable ENGINEER to issue a written clarification or interpretation as provided for in Paragraph 9.04.of the General Conditions. 8.12.C. Provide ENGINEER with copy of Site Representatives'daily log. ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION SC 9.03. Delete Paragraph 9.03.of the General Conditions in its entirety and insert the following: 9.03. OWNER will provide a Site Representative whose responsibilities and duties are described in SC 8.12. SC 9.07. Delete Paragraph 9.07.of the General Conditions in its entirety and insert the following in its place: 9.07. ENGINEER will have authority to determine the actual quantities and classifications of items of Unit Price Work performed by CONTRACTOR, and the written decisions of ENGINEER on such matters will be fmal, binding on OWNER and CONTRACTOR,and not subject to appeal(except as modified by ENGINEER to reflect changed factual conditions.) SC 9.09. Add a new paragraph immediately after Paragraph 9.09.E.of the General Conditions: 9.09.F. When ENGINEER is on the Project site to perform the duties and responsibilities as set forth in the Contract Documents, ENGINEER will comply with CONTRACTOR'S safety plans, programs, and procedures. In the event ENGINEER determines that CONTRACTOR's safety plans, programs, and procedures do not provide adequate protection for ENGINEER, ENGINEER may direct its employees to leave the Project site or implement additional safeguards for ENGINEER's protection. If taken,these actions will be in furtherance of ENGINEER's responsibility to its own employees only,and ENGINEER will not assume any responsibility for protection of any other persons affected by the Work. In the event ENGINEER observes situations which appear to have potential for immediate and serious injury to persons,ENGINEER may warn the persons who appear to be affected by such situations. Such warnings,if issued, shall be given based on general humanitarian concerns, and ENGINEER will not,by the issuance of any such • Klotz Associates Std, 07/03 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 11 warning, assume any responsibility to issue future warnings or any general responsibility for protection of persons affected by the Work. 1,0 ARTICLE 10—CHANGES IN THE WORK; CLAIMS SC 10.01.B. Add the following sentence at the end of 10.01.B.of the General Conditions: Notice of the amount or extent of the claim shall include the following certification: CONTRACTOR certifies that this claim is made in good faith,that the supporting data are accurate and complete to the best of CONTRACTOR's knowledge and belief,and that the amount or time requested accurately reflects the Contract adjustment for which CONTRACTOR believes OWNER is liable. SC 10.03. Add a new paragraph after 10.03.A.3.of the General Conditions which is to read as follows: Change Orders will be prepared on the form included in the Appendix of this Project Manual. SC 10.05. Amend Paragraph 10.05.B.of the General Conditions by deleting the words"thirty days"in the 4th line and inserting the words"ten days"in their place,and deleting the words sixty days"in the 9th line and inserting the words"thirty days"in their place. ARTICLE 11—COST OF THE WORK; ALLOWANCES;UNIT PRICE WORK SC 11.03. Delete Paragraph 11.03.D. of the General Conditions in its entirety and insert the following in its place. 11.03.D. The unit price of an item of Unit Price Work shall be subject to reevaluation and adjustment under the following conditions: 11.03.D.1. If the total cost of a particular item of Unit Price Work amounts to 5%or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by CONTRACTOR differs by more than 25%from the estimated quantity of such item indicated in the Agreement; 11.03.D.2. If there is no corresponding adjustment with respect to any other item of Work;and 11.03.D.3. If CONTRACTOR believes that CONTRACTOR has incurred additional expense as a result thereof,or if OWNER believes that the quantity variation entitles OWNER to an adjustment in the unit price, either OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if the parties are unable to agree as to the effect of any such variations in the quantity of Unit Price Work performed. Klotz Associates Std, 07/03 01/25/05 r r Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No.0218.026 Page 12 ARTICLE 12-CHANGE OF CONTRACT PRICE;CHANGE OF CONTRACT TIMES SC 12.01.B.2. Delete Paragraph 12.01.B.2.of the General Conditions in its entirety and insert the following in its place: 12.01.B.2. Where the Work involved is not covered by unit prices contained in the Contract Documents,by a mutually agreed lump sum which includes an allowance for overhead and profit in accordance with Paragraph 11.03.C. SC 12.03. Add new paragraphs immediately after Paragraph 12.03.E. of the General Conditions: 12.03.F. Except as provided for in Paragraph 15.01.,CON TRACTOR shall make no claim for damages for delay in the performance of the Work occasioned by acts or neglect by OWNER or any of its representatives,including ENGINEER, or because of any injunction which may be brought against OWNER or its representative,including ENGINEER,and agrees that any such claim shall be fully compensated for by an extension of time in an amount equal to the time lost due to such delay,and that such time extension shall be CONTRACTOR's sole and exclusive remedy for such delay. 12.03.G. Time extensions provided under Paragraphs 12.03.A. through 12.03.F. of the General Conditions will be allowed only for controlling items of Work(critical path). ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC 13.03 D. Add a new sentence at the end of Paragraph 13.03.D.of the General Conditions which is to read as follows: It is not the intent of this paragraph to require CONTRACTOR to be responsible for the cost of OWNER or ENGINEER to witness inspections or tests unless otherwise set forth in the Specifications. ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION SC 14.02.A.1. Amend the first sentence of Paragraph 14.02.A.1.of the General Conditions by striking out the words"twenty days"and inserting the words"thirty days"in their place. SC 14.02.B.1. Amend the first sentence of Paragraph 14.02.B.1. of the General Conditions by striking out the words "ten days"and inserting the words"twenty days"in their place. SC 14.04. 711 Add new paragraphs immediately after Paragraph 14.04.E. of the General Conditions which are to read as follows: 14.04.F. CONTRACTOR's request for issuance of a Certificate of Substantial Completion shall include schedules, guarantees, maintenance and operations instructions, Bonds, certificates or other evidence of insurance required by Klotz Associates Std, 07/03 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 00800 City of Pearland SUPPLEMENTARY CONDITIONS Klotz Associates Project No. 0218.026 Page 13 14.04.G. The Work will be considered substantially complete when the lift station and force main are in service. SC 14.07.A. Amend the first sentence of Paragraph 14.07.A.of the General Conditions by striking out the following words: "and has delivered,in accordance with the Contract Documents,all maintenance and operating instructions,schedules,guarantees, bonds,certificates or other evidence of insurance,certificates of inspection,marked up record documents(as provided in Paragraph 6.12),and other documents." SC 14.09. Add a new paragraph immediately after Paragraph 14.09.A.2.of the General Conditions which is to read as follows: 14.09.B. In addition to the liquidated damages set forth in the Agreement, CONTRACTOR shall be liable for all additional costs for ENGINEER's services beyond Substantial and Final Completion dates. OWNER will deduct these costs from any monies due or that may become due to CONTRACTOR or Surety and pay ENGINEER for said services. ARTICLE 15-SUSPENSION OF WORK SC 15.04. Amend Paragraph 15.04.A and 15.04.B.of the General Conditions by striking out the words"thirty days"in four places and inserting the following words in their place, "sixty days", and by striking out the words"seven days" in place and inserting the following words in their place, "ten days." ARTICLE 17-MISCELLANEOUS SC 17.01. Delete Paragraph 17.01.of the General Conditions and insert the following in its place: 17.01. Whenever any provision of the Contract Documents requires the giving of a written notice or the delivery of any Bond,Agreement,Certificate of Insurance or any other item,it shall be deemed to have been validly delivered if given in person to the individual,to a member of the firm or to an officer of the corporation for whom it is intended,or if given at or sent by registered or certified mail(return receipt),postage prepaid,to the last business address known to the deliverer of the article. SC 17.06. Add a new.paragraph immediately after Paragraph 17.06 of the General Conditions which is to read as follows: 17.07. Lien Waivers: OWNER may at any time require CONTRACTOR to furnish lien waivers for labor and materials covered by specified Applications for Payment. * * *END OF SUPPLEMENTARY CONDITIONS * * * Klotz Associates Std, 07/03 01/28/05 r Green Tee Lift Station No. 5 Rehabilitation Section 00911 City of Pearland ADDENDUM NO. 1 Klotz Associates Project No.0218.026 Page 1 SPECIFICATIONS Replace Section 00410 Bid Form with the attached revised Section 00410 Bid Form. Add specification Section 01230 Alternates. DRAWINGS Replace Sheet 2 and Sheet 3 with the attached revised Sheets 2 and 3. ***END OF ADDENDUM*** p *• i JAMES..F. =YENS y-.... .....5.2.7.6.s. ' t.vAN ,90 p p L L 02/17/05 7 Green Tee Lift Station No.5 Rehabilitation Section 01110 City of Pearland SUMMARY OF WORK 7 Klotz Associates Project No. 0218.026 Page 1 7 PART 1 GENERAL 1.01 PROJECT DESCRIPTION 7 A. Work of this Contract comprises rehabilitation of a wastewater lift station by conversion of a wet well/ dry well system,to a submersible pump lift station. Work includes installation of two submersible pumps with a design pumping capacity of 840 gpm each. The lift station is located on Green Tee Drive north of Broadway/FM 518 in Pearland,Texas. The City of Pearland will replace the fence 7 after construction,abandon the existing dry well including pulling existing pumps,motors,piping,etc., and run the water service to the lift station. 7 1.02 FORM OF SPECIFICATIONS A. These Specifications are written in imperative and abbreviated form. Imperative language of 7 Specification sections is directed at CONTRACTOR,unless specifically noted otherwise. Incomplete sentences in Specifications shall be completed by inserting"shall," "CONTRACTOR shall," "shall be," and similar mandatory phrases by inference in same manner as they are applied to notes on Drawings. Words"shall be"shall be supplied by inference where colon(:)used within sentences or 7phrases. Except as worded to contrary, fulfill (perform) indicated requirements whether stated ' imperatively or otherwise. e B. Items of Work are specified by section. Specifications or requirements of one or more sections may apply or be referenced in other sections. C. Provide Work described and comply with requirements stated in each Specification section and 7 Drawings unless specifically assigned to other Contractors or OWNER. D. Term"provide" or"provided"shall mean"furnish(ed)and install(ed)by CONTRACTOR." 7 1.03 CONTRACTS A. Perform Work under single unit price Contract with OWNER. 7 1.04 WORK BY OTHERS A. Utility Services: It is the Contractor's responsibility to coordinate work required by the electric utility. B. There will be no concurrent work by others at the proposed site. 7 1.05 MILESTONES(WORK SEQUENCE) 7 A. Use methods and sequences that will enable Owner to minminimize disruptions in the operation of existing facilities during construction. Coordinate Construction Progress Schedule and operations with ENGINEER. B. Construct the proposed lift station and force mains in a sequence that minimizes the need for diversion 7 pumping system. 7 C. Complete prefmal inspection prior to routing flow to new lift station. 1.06 CONTRACTOR'S USE OF PREMISES 7 Klotz Associates Std,06/01 01/27/05 7 Green Tee Lift Station No.5 Rehabilitation Section 01110 City of Pearland .SUMMARY OF WORK e 2 Klotz Associates Project No.0218.026 Page A. Confine operations to areas within OWNER's property and public right-of-way as shown on the Drawings. Portions of site beyond areas in which construction operations are indicated are not to be disturbed unless the Contractor makes appropriate arrangements with the owners of such property. 1.07 LICENSES AND PERMITS A. Obtain construction licenses and permits necessary to complete Work. 1.08 STAKING A. The OWNER has set a temporary benchmark and has provided horizontal control at the site as shown on the Drawings. B. It is the CONTRACTOR'S responsibility to protect and maintain the benchmarks and horizontal control set by the OWNER. Restaking will be at the CONTRACTOR'S expense. C. Construction staking is the responsibility of the CONTRACTOR. D. Use the surveying controls set by the OWNER in setting construction staking. ! I PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ***END OF SECTION** * Klotz Associates Std,06/01 01/25/05 I r Green Tee Lift Station No.5 Rehabilitation Section 01230 • City of Pearland ALTERNATES Klotz Associates Project No.0218.026 Page 1 t PART 1 GENERAL 1.01 SUMMARY A. Alternate bids quoted on Bid Form will be reviewed and accepted or rejected at the Owner's option. L, B. Alternates not specified will-not be considered. C. Bids will be evaluated without regard to Alternates. After determination of lowest bidder, consideration will be given to Alternates and Bid Price adjustments. D. Accepted Alternates will be identified in the Owner-Contractor Agreement. E. Owner-furnished equipment is defined as: Pumps,guiderails,base elbows,lifting chains,chain hanger,float switches,and ultrasonic transducer. If Owner-furnished equipment is used, the Contractor provides: Access hatch,safety net,two 4"x 8"ductile iron eccentric reducers,and increased wire size from#12 to#10 for all pump power wiring. 1. Furnish all labor,materials,tools,equipment and incidentals to perform start-up, adjustment, and acceptance testing of the Owner furnished equipment. I � 2. Contractor is not required to provide a one year warranty on Owner-furnished equipment. [11 3. After accepting the equipment from the Owner,the Contractor assumes full responsibility for the equipment after acceptance,until final acceptance by the Owner. Any component or piece of equipment damaged or rendered defective as a result of the Contractor's operation shall be repaired or replaced to the full satisfaction of the Owner,completely at the Contractor's expense. 4. Contractor coordinates all aspects of the Work and performs all operations required for proper storage,installation,placing in operation and testing of all equipment furnished by the Owner and included for installation under this contract. 1.02 ALTERNATES A. Alternate 1 1. Add for new equipment: a. Pumps as per Section 15030—Lift Station b. Guiderails c. Base Elbows d. Lifting Chains e. Float Switches as per Section 15030—Lift Station f. Ultrasonic Transducer as per Section 15030—Lift Station g. Chain hanger PART 2 PRODUCTS r (Not Used) L PART 3 EXECUTION 3.01 SUMMARY A. Alternate bid is to furnish and install all new equipment as shown on plans and described in specifications. • Klotz Associates Std, 12/02 Addendum No. 1 02/17/05 • rt Green Tee Lift Station No.5 Rehabilitation Section 01230 City of Pearland ALTERNATES Klotz Associates Project No.0218.026 Page 2 B. Base bid is to install Owner-furnished equipment described above instead of new equipment. 1. Base bid is to include 3-#10 with#10 ground conductors for all pump power wires, shown as 170, 172, 180 and 182 on Sheets 6 and 7. • 2. Sheet 8 is not in the contract for the base bid. ***END OF SECTION*** • j n [1 • P p p r Klotz Associates Std, 12/02 Addendum No. 1 02/17/05 Green Tee Lift Station No.5 Rehabilitation Section 01290 City of Pearland SCHEDULE OF VALUES Klotz Associates Project No.0218.026 Page 1 L, PART 1 GENERAL 1.01 SUMMARY A. Submit to ENGINEER, Schedule of Values allocated to various portions of Work as required q by General Conditions. B. Upon request of ENGINEER,support values with data substantiating their correctness. 1.02 FORM AND CONTENT OF SCHEDULE OF VALUES A. Type schedule on 8-1/2-in.by 11-in.white paper;CONTRACTOR'S standard forms and automated printout will be considered for approval by ENGINEER upon CONTRACTOR'S request. Identify schedule with following. 1. Project title and location. 2. ENGINEER and ENGINEER'S Project number. 3. Name and address of CONTRACTOR. 4. Contract designation. 5. Date of submission. B. Schedule shall list installed value of component parts of Work in sufficient detail to serve as basis for computing values for progress payments during construction. C. Following table of contents of this Project Manual as format for listing component items. Identify each line item with number and title of respective Specification section. D. For each Specification division,list subvalues of major materials,equipment or operations under division. E. Provide separate listing of items of General Requirements(Division 1), such as bonds,insurance premiums,job mobilization,field supervision and layout,construction facilities and temporary controls,contingency allowance,construction schedule,O&M data,record drawings,and submittals. F. For Various Portions of Work: 1. Each item shall include directly proportional amount of CONTRACTOR'S overhead and profit. 2. For items on which progress payments will be requested for stored materials,break down value into: a. Cost of materials,delivered and unloaded,with taxes paid. b. Total installed value including CONTRACTOR'S overhead and profit. G. Sum of values listed in schedule shall equal total Contract sum. L PART 2 PRODUCTS -Not Used PART 3 EXECUTION-Not Used • **END OF SECTION** r Klotz Associates Std, 06/01 01/25/05 r Green Tee Lift Station No. 5 Rehabilitation Section 01330 City of Pearland SUBMITTALS Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Procedural requirements for Work-related submittals including Construction Progress Schedules, Shop Drawings,product data, samples,operation and maintenance(O&M)data,construction 4 photographs,schedule of values and other miscellaneous Work-related submittals. B. Measurement and Payment: 1. Comply with Section 01270—Measurement and Payments. 1.02 DEFINITIONS A. Submittal for Review: 1. Submittal for ENGINEER'S review in accordance with requirements of Contract Documents. B. Submittal for Record: 1. Submittal for inclusion into OWNER'S records prior to Substantial Completion. Submittal will not be reviewed by ENGINEER. 1.03 CONSTRUCTION PROGRESS SCHEDULES A. Prepare and submit Construction Progress Schedule to ENGINEER for review,within 30 days after effective date of Contract. B. No Work shall be done between 6:00 p.m. and 7:00 a.m.,nor on Sundays or legal holidays without written permission of OWNER. Emergency work may be done without prior permission. C. Night work may be established by CONTRACTOR as regular procedure with written permission of OWNER. Such permission may be revoked at any time by OWNER. D. Prepare schedules in form of horizontal bar chart. 1. Provide separate horizontal bar for each operation. 2. Horizontal Time Scale: Identify first Work day of each week. 3. Scale and spacings to allow space for notations and future revisions. 4. Arrange listings in order of start of each item of Work. E. Construction Progress Schedule: 1. Show complete sequence of construction by activity. 2. Show dates for beginning and completion of each major element of construction and installation dates for major items. Elements shall include,but not be limited to,following. a. Shop Drawing receipt from supplier, submittal to ENGINEER, review and return to supplier. b. Material and equipment order,manufacturer,delivery. c. Performance tests and supervisory services activity. d. Site preparation and demolition work. e. Construction of lift station. f. Construction of force main system. g. Electrical construction. h. Site work including grading,paving,seeding,etc. L Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No. 5 Rehabilitation Section 01330 City of Pearland SUBMITTALS Klotz Associates Project No.0218.026 Page 2 i. Final cleanup. j. Miscellaneous items. k. Allowance for inclement weather. 3. Show projected percentage of completion for each item as of first day of each month. F. Schedule Revisions: 1. Every 30 days to reflect changes in progress of Work. 2. Indicate progress of each activity at date of submittal. 3. Show changes occurring since previous submittal of schedule. a. Major changes in scope. b. Activities modified since previous submittal. c. Revised projections of progress and completion. d. Other identifiable changes. 4. Provide narrative report as needed to define following. a. Problem areas,anticipated delays,and impact on schedule. b. Corrective action recommended and its effect. c. Effect of changes on schedules of other Contractors. 1.04 SHOP DRAWINGS AND PRODUCT DATA A. Scheduling: 1. Provide submittal schedule for items of materials and equipment for which submittals are required by Specifications in accordance with Subparagraphs 2.6.2 and 2.9 of General Conditions indicating time requirements for coordination of submittals with performance of Work. Adjust submission schedule to reflect revisions to Construction Progress Schedule and submit to ENGINEER. 2. Prepare and transmit each submittal sufficiently in advance of scheduled performance of Work and other applicable activities. B. CONTRACTOR'S Responsibilities: 1. Review Shop Drawings and product data prior to submittal. 2. Determine and verify following. a. Field measurements. b. Field construction criteria. c. Catalog numbers and similar data. d. Conformance with Specifications. 3. Coordinate each submittal with requirements of Work and Contract Documents. 4. Notify ENGINEER in writing,at time of submittal,of deviations in submittals from requirements of Contract Documents. 5. Begin no fabrication or Work requiring submittals until return of submittals with ENGINEER approval. . 6. Designate in Construction Progress Schedule,dates for submittal and receipt of reviewed shop drawings and samples. 7. Submittals received but not requested in Specifications shall be returned without review. C. Submittals shall contain: 1. Date of submittal and dates of previous submittals. 2. Project title and number. 3. Contract identification. �{ 4. Names of: a. CONTRACTOR. Klotz Associates Std,06/01 01/25/O5 r L Green Tee Lift Station No.5 Rehabilitation Section 01330 City,of Pearland SUBMITTALS Klotz Associates Project No.0218.026 Page 3 b. Supplier. c. Manufacturer. 5. Identification of product,with identification numbers, and Drawing and Specification section numbers. 6. Field dimensions,clearly identified. 7. Identify details required on Drawings and in Specifications. 8. Show manufacturer and model number,give dimensions,and provide clearances. 9. Relation to adjacent or critical features of Work or materials. 10. Applicable standards, such as ASTM or Federal Specification numbers. Identification of deviations from Contract Documents. 11. Identification of revisions on resubmittals. 12. 8-in.by 3-in.blank space for CONTRACTOR and ENGINEER stamps. 13. CONTRACTOR'S stamp,signed,certifying to review of submittal,verification of products,field measurement,field construction criteria,and coordination of information within submittal with requirements of Work and Contract Documents. D. Resubmittal Requirements: 1. Comply with submittal requirements. 2. Make corrections or changes in submittals required by ENGINEER.Resubmittals required until approved. 3. Identify on transmittal form submittal is resubmission. 4. Shop Drawings and Product Data: a. Revise initial drawings or data and resubmit as specified for initial submittal. b. Indicate changes made other than those requested by ENGINEER. 5. ENGINEER will review up to 2 resubmittals. If more are required,ENGINEER's review will be at CON IRACTOR's expense. E. Distribute reproductions of Shop Drawings and copies of product data which carry ENGINEER'S stamp of approval to following: 1. Job site file. 2. Record documents file. 3. •Other affected Contractors. 4. Subcontractors. 5. Supplier or fabricator. F. ENGINEER'S Duties: 1. Review submittals in accordance with schedule. 2. Affix stamp and signature,and indicate requirements for resubmittal or approval of submittal. 3. Return submittals to CONTRACTOR for distribution or for resubmittal. 1.05 TEST RESULTS AND CERTIFICATIONS A. Submit test results and certifications required in Specification sections. B. Submit test results upon completion of test or submittal of results from testing laboratory. C. Test results and certifications are submitted for review of conformance with specified requirements and information. 1.06 GUARANTEE,WARRANTIES,MAINTENANCE AGREEMENTS, AND WORKMANSHIP BONDS Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No. 5 Rehabilitation Section 01330 City of Pearland SUBMITTALS Klotz Associates Project No.0218.026 Page 4 A. Refer to Specification sections for requirements. Submittal considered final when submittal is returned by ENGINEER,marked"Approved" or"Approved as Noted." B. In addition to copies desired for CONTRACTOR'S use, furnish 2 executed copies. Provide 2 additional copies where required for maintenance data. 1.07 OPERATION AND MAINTENANCE(O&M)DATA A. Submit O&M data in accordance with Section 01730—Operation and Maintenance Data. 1.08 ACTION ON SUBMITTALS A. ENGINEER'S Action: 1. General: a. Except for submittals for record and similar purposes, where action and return on submittals required or requested, ENGINEER will review each submittal, mark with 7 appropriate action, and return. Where submittal must be held for coordination, ENGINEER will so advise CONTRACTOR without delay. b. ENGINEER will stamp each submittal with action stamp, appropriately marked with rq submittal action. 2. Notification of Insufficient Information: a. If information submitted is not sufficient to complete review of submittal,ENGINEER will send transmittal to CONTRACTOR notifying CONTRACTOR that additional information is required. b. Submittal will not be returned. Submittal will be placed in an "on hold" status until CONTRACTOR provides additional information. B. Action Stamp: 1. Marking: Approved. a. Final Unrestricted Release: Where submittals are marked as"Approved,"Work covered 7 by submittal may proceed provided it complies with Contract Documents. Acceptance of Work depends on that compliance. 2. Marking: Approved as Noted. a. Final-But-Restricted Release: When submittals are marked as "Approved as Noted," Work covered by submittal may proceed provided it complies with ENGINEER'S notations or corrections on submittal and with Contract Documents. Acceptance of Work depends on that compliance. Resubmittal not required. 3. Marking: Revise and Resubmit. a. Returned for Resubmittal: When submittals are marked as"Revise and Resubmit,"do not proceed with Work covered by submittal. Do not permit Work covered by submittals to be used at Project site or elsewhere where Work is in progress. b. Revise submittal or prepare new submittal in accordance with ENGINEER'S notations. Resubmit without delay. Repeat if required to obtain different action marking. PART 2 PRODUCTS (Not Used) Klotz Associates Std,06/01 01/25/05 '"1 Green Tee Lift Station No.5 Rehabilitation Section 01330 City of Pearland SUBMITTALS Klotz Associates Project No.0218.026 Page 5 7 PART 3 EXECUTION 3.01 SUBMITTAL REQUIREMENTS A. Provide complete copies of required submittals as follows. 1. Construction Progress Schedule: a. 2 copies of initial schedule. b. 2 copies of each revision. 2. Shop Drawings and Product Data: 6 copies. (Two of these will be returned to CONTRACTOR. Add additional copies if necessary.) 3. Test Results: 3 copies. 4. Other Required Submittals: a. 6 copies if required for review. b. 3 copies if required for record. B. Send submittals via courier or air express to Klotz Associates,Inc., 1160 Dairy Ashford, Suite 500, Houston,Texas 77079. * * *END OF SECTION* * * r r Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No. 5 Rehabilitation Section 01350 City of Pearland PROTECTION OF THE ENVIRONMENT Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. CONTRACTOR, in executing Work, shall maintain Work areas on- and off-site free from environmental pollution that would be in violation of federal,state or local regulations. 1.02 PROTECTION OF STORM SEWERS A. Prevent construction material,pavement,concrete,earth or other debris from entering existing storm sewer or sewer structure. 1.03 PROTECTION OF WATERWAYS A. Observe rules and regulations of State of Texas and agencies of U.S.government prohibiting pollution of lakes,streams,rivers or wetlands by dumping of refuse,rubbish,dredge material or debris. B Provide holding ponds or approved method which will divert flows,including storm flows and flows created by construction activity, to prevent excessive silting of waterways or flooding damage to property. C. Comply with procedures outlined in U.S.EPA manuals entitled, "Guidelines for Erosion and Sedimentation Control Planning and Implementation," Manual EPA-72-015 and "Processes, Procedures,and Methods to Control Pollution Resulting from All Construction Activity,"Manual EPA - 43019-73-007. 1.04 DISPOSAL OF EXCESS EXCAVATED SOIL AND OTHER WASTE MATERIALS A. Excess excavated soil not required or suitable not for backfill and other waste material shall be disposed of in accordance with local regulatory requirements. B. Provide watertight conveyance for liquid, semi-liquid or saturated solids which tend to bleed during transport. Liquid loss from transported materials is not permitted, whether being delivered to construction site or hauled away for disposal. Fluid materials hauled for disposal must be specifically acceptable at selected disposal site. 1.05 PROTECTION OF AIR QUALITY A. Minimize air pollution by requiring use ofproperly operating combustion emission control devices on construction vehicles and equipment and encourage shutdown of motorized equipment not in use. B. Do not burn trash on construction site. C. If temporary heating devices are necessary for protection of Work,they shall not cause air pollution. 1.06 USE OF CHEMICALS A. Chemicals used during project construction or furnished for project operation, whether herbicide, pesticide,disinfectant,polymer,reactant or of other classification,shall be approved by U.S.EPA or U.S.Department of Agriculture or any other applicable regulatory agency. B. Use and disposal of chemicals and residues shall comply manufacturer's instructions. Klotz Associates Std,06/01 01/25/05 l Green Tee Lift Station No.5 Rehabilitation Section 01350 City of Pearland PROTECTION OF THE ENVIRONMENT Klotz Associates Project No.0218.026 Page 2 C. Comply with the requirements of the TWDB SRF Special Contract Conditions relative to the use of hazardous chemicals. 1.07 NOISE CONTROL A. Conduct operations to cause least annoyance to residents in vicinity of Work, and comply with applicable local ordinances. B. Equip compressors,hoists,and other apparatus with mechanical devices necessary to minimize noise and dust. Equip compressors with silencers on intake lines. C. Equip gasoline or oil-operated equipment with silencers or mufflers on intake and exhaust lines. ►"} D. Line storage bins and hoppers with material that will deaden sounds. E. Conduct operation of dumping rock and of carrying rock away in trucks so as to cause minimum of noise and dust. F. Route vehicles carrying rock,concrete or other material over such streets as will cause least annoyance to public and do not operate on public streets between hours of 6:00 p.m. and 7:00 a.m., or on Saturdays, Sundays or legal holidays unless approved by OWNER. 1.08 DUST CONTROL 1 A. Due to close geographic location of Project to other off-site facilities take special care in providing and maintaining temporary site roadways, OWNER'S existing roads, and public roads used during construction operations in clean,dust free condition. B. Comply with local environmental regulations for dust control. If CONTRACTOR'S dust control measures are considered inadequate by ENGINEER,ENGINEER may require CONTRACTOR to take additional dust control measures. 1.09 FUELS AND LUBRICANTS A. Comply with local, state and federal regulations concerning transportation and storage of fuels and lubricants. B. Fuel storage area and fuel equipment shall be approved by OWNER prior to installation. Submit containment provisions to OWNER for approval. C. Report spills or leaks from fueling equipment or construction equipment to OWNER and cleanup as required. D. OWNER may require CONTRACTOR to remove damaged or leaking equipment from Project site. 1 PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) 1 * * *END OF SECTION* * * Klotz Associates Std,06/01 01/25/05 - J r Green Tee Lift Station No. 5 Rehabilitation Section 01400 City of Pearland TESTING LABORATORY SERVICES Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 PERFORMANCE REQUIREMENTS A. OWNER will employ an independent testing laboratory to perform testing for work specified in following sections: 1. Section 02315-Trenching,Backfilling,and Compacting 2. Section 03300-Cast-in Place Concrete B. Employment of laboratory shall,in no way,relieve CONTRACTOR of obligations to perform work. 1.02 REFERENCES A. American Society for Testing and Materials(ASTM): 1. E329-90- Standard Practice for Use in the Evaluation of Testing and Inspection Agencies as Used in Construction. 1.03 QUALIFICATIONS OF LABORATORY A. Meet basic requirements of ASTM E329. B. Authorized to operate in state in which Project is located. C. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards. b. Accepted values of natural physical constants. I.04 LABORATORY DUTIES • A. Cooperate with ENGINEER and CONTRACTOR;provide qualified personnel to perform Work after due Notice to Proceed. B. Perform specified inspections,secure samples,and test materials. 1. Comply with specified standards. 2. Ascertain compliance of materials with Contract Documents. C. Promptly notify CONTRACTOR and OWNER of observed irregularities or deficiencies of Work, equipment or material. D. Promptly submit written report of each test and inspection;one copy each to ENGINEER,OWNER, material supplier, and CONTRACTOR, and one copy to record document file. Each report shall include following: 1. Date issued.. 2. Project title and number. 3. Testing laboratory name,address,and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions if test performed in field. 7. Date of test. 8. Identification of product and Specification section. 9. Location of sample or test in Project. 10. Type of inspection or test. L Klotz Associates Std,06/01 01/28/05 Green Tee Lift Station No. 5 Rehabilitation Section 01400 fl City of Pearland TESTING LABORATORY SERVICES Klotz Associates Project No. 0218.026 Page 2 11. Results of tests and compliance with Contract Documents. 12. Interpretation of test results,when requested by ENGINEER. E. Perform additional tests as required by ENGINEER. 1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: +I 1. Release,revoke,alter or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of Work. 3. Perform duties of CONTRACTOR. 1.06 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel and provide access to Work. B. Provide to laboratory preliminary design mix proposed to be used for concrete and other material mixes which require control by testing laboratory. C. Furnish copies of product test reports. D. Furnish incidental labor and facilities. 1. Provide access to Work to be tested. 2. Obtain and handle samples at Project site or at source of product to be tested. 3. Facilitate inspections and tests. Il 4. Store and cure test samples. E. Notify laboratory and ENGINEER sufficiently in advance of operations to allow for laboratory +� assignment of personnel and scheduling of tests. 11 1. When tests or inspections cannot be performed after such notice, reimburse OWNER for laboratory personnel and travel expenses incurred due to CONTRACTOR'S negligence. F. Make arrangements with laboratory and pay for additional samples and tests required for j CONTRACTOR'S convenience. G. Pay for services of testing laboratory to perform additional inspections,sampling,and testing required when initial tests indicate Work does not comply with Contract Documents. PART 2 PRODUCTS (Not Used) PART 3 .EXECUTION (Not Used) * * *END OF SECTION* * * 1 Klotz Associates Std,06/01 01/28/05 1 r Green Tee Lift Station No.5 Rehabilitation Section 01451 City of Pearland TESTING PRESSURE PIPING SYSTEMS Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. Section includes detailed requirements for hydrostatic pressure testmg and high pressure air testing, of new piping systems. B. Other sections identify new piping systems to be tested,identify type of test to be performed specify test pressure,and reference this section for detailed testing requirements. 1.02 REFERENCES A. Texas Administrative Code(TAC): 1. 30 TAC Chapter 290—Rules and Regulations for Public Water Supply. 2. 30 TAC Chapter 317—Design Criteria for Sewage Systems. 1.03 SUBMITTALS A. Test report for each piping system tested. B. Submit in accordance with Section 01330-Submittals. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 GENERAL A. Pressure test in presence of ENGINEER. B. Furnish water required for testing and provide necessary piping connections between section of piping being tested and nearest available source of water or air supply,together with test pressure equipment, meters,pressure gauge,and other equipment,materials,and facilities necessary to perform specified tests. C. Provide bulkheads,flanges,valves,bracing,blocking or other temporary sectionalizing devices that may be required. D. Remove temporary sectionalizing device after tests complete. E. Perform tests on exposed piping after piping completely installed, including supports,hangers,and anchors. F. Perform tests on piping before insulation installed. G. Perform tests on piping that is clean and free of dirt,sand or other foreign material. H. Plug pipe outlets with test plugs. Brace each plug securely to prevent blowouts. Klotz Associates Std,06/01 01/25/05 E I Green Tee Lift Station No.5 Rehabilitation Section 01451 City of Pearland TESTING PRESSURE PIPING SYSTEMS Klotz Associates Project No. 0218.026 Page 2 I. Add test fluid slowly. J. Include regulator set to avoid overpressurizing and damaging piping. K. Perform pressure testing in accordance with local,state, and federal requirements. L. Cost of testing including water, personnel, equipment, and materials shall be CONTRACTOR'S responsibility. M. Correct leaks or defects and retest at no additional cost to OWNER. 3.02 HYDROSTATIC PRESSURE TESTING A. Perform hydrostatic pressure testing for piping systems identified in other sections to be hydrostatically pressure tested. Test pressure shall be as specified in other sections. B. Open vents at high points to purge air pockets while piping system is filling. Venting may also be provided by loosening flanges or with equipment vents. C. Testing: 1. After section of piping to be tested has been filled with water, apply test pressure by means of force pump of such design and capacity that required pressure can be applied and maintained without interruption for duration of test. 2. Measure test pressure by means of tested and properly calibrated pressure gauge acceptable to ENGINEER. 3. Maintain test pressure for sufficient length of time to permit ENGINEER to observe piping under test but not less than 4 hrs. 4. If repairs required,repeat pressure test until pipe installation conforms to specified requirements and is acceptable to ENGINEER. D. With exception of buried piping with mechanical joints or push-on joints,piping systems shall show no 1 visual evidence of weeping or leaking. E. Newly laid pipe or any valved section of piping shall be subjected for fours hours to a hydrostatic pressure test of 100 pounds per square inch in excess of pump cut off pressure at the discharge. Maximum allowable leakage for buried piping with mechanical joints or push-on joints is as follows. L=0.003022ND 1 Where: L=Leakage,gallons per hr N=Number of joints under test D=Nominal diameter of piping,in. No pipe installation will be accepted until the leakage is less than a rate equal to twenty-five(25)gallons per inch of nominal diameter of pipe line per mile over a twenty-four(24)hour period. 3.03 HIGH PRESSURE AIR TESTING _ J Klotz Associates Std,06/01 01/25/05 Green Tee Lift Station No. 5 Rehabilitation Section 01451 City of Pearland TESTING PRESSURE PIPING SYSTEMS Klotz Associates Project No. 0218.026 Page 3 A. Perform high pressure air testing for piping systems as specified in other sections. Test pressure shall be as specified in other sections. B. Perform preliminary test at not greater than 25 psig. Examine for leakage at joints with soap solution and visual detection of soap bubbles. Correct visible leaks. C. Perform fmal test at test pressure. Pressure in system shall be gradually increased and in small increments until test pressure reached. Test pressure shall be maintained for minimum of 10 min and additional time necessary to conduct soap bubble examination of each joint for leakage. D. Piping system shall show no evidence of leakage. 3.04 TEST REPORT A. Prepare and submit test report for each piping system tested. Include following information in test report. 1. Date of test. 2. Description and identification of piping system tested. 3. Type of test performed. 4. Test fluid. 5. Test pressure. 6. Type and location of leaks detected. 7. Corrective action taken to repair leaks. 8. Results of retesting. * * *END OF SECTION* * * C r 01/25/05 Klotz Associates Std,06/01 Green Tee Lift Station No.5 Rehabilitation Section 01500 City of Pearland TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Items provided under this section shall be listed and labeled by UL or other Nationally Recognized Testing Laboratory(NRTL). 1. Term"NRTL"shall be as defined in OSHA Regulation 1910.7. 2. Terms "listed"and"labeled" shall be as defined in National Electrical Code,Article 100. B. Regulatory Requirements: 1. National Electrical Code: Components and installation shall comply with NFPA 70. C. Comply with federal,state,and local codes and regulations,and with utility company requirements. L, o PART 2 PRODUCTS 2.01 TEMPORARY ELECTRICITY AND LIGHTING A. General: 1. Temporary lighting shall be sufficient to enable CONTRACTOR and Subcontractors to complete Work and enable ENGINEER to observe Work as it is being performed. Illumination shall meet or exceed state code requirements. B. Responsibilities: 1. Provide,maintain,and remove temporary electric service facilities. 2. Facilities exposed to weather shall be weatherproof type and electrical equipment enclosure locked to prevent access by unauthorized personnel. 3. Pay for installation of temporary services including poles,transformer charges,and metering. 4. Arrange with local electric utility for temporary electric service subject to their requirements and approval. 5. Register temporary meter.n CONTRACTOR'S name. 6. Provide and maintain lamps, wiring, switches, sockets, and similar equipment required for temporary lighting and small power tools. 7. Pay for electrical energy consumed for construction purposes including operation of ventilating equipment for heating of buildings,and for testing and operating of equipment after permanent wiring has been installed,until final acceptance by ENGINEER or until occupancy by OWNER. 8. Provide and pay for service to temporary offices. 2.03 WATER FOR CONSTRUCTION AND TESTING A. Make arrangements with the Owner to obtain a meter for all water used during construction. 2.04 SANITARY FACILITIES A. Provide temporary sanitary toilet facilities conforming to state and local health and sanitation regulations,in sufficient number for use of CONTRACTOR'S and Subcontractor's employees. B. Maintain in sanitary condition and properly supply with toilet paper. 2.05 TEMPORARY FIRE PROTECTION Klotz Associates Std, 06/01 01/25/05 C Green Tee Lift Station No. 5 Rehabilitation Section 01500 City of Pearland TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES ,..y Klotz Associates Project No. 0218.026 Page 2 A. Provide and maintain in working order,minimum of one fire extinguisher and such other fire protective equipment and devices as would be reasonably effective in extinguishing fires during early stages by personnel at Project site. 2.06 TEMPORARY SITE AND OTHER ROADS A. Maintain OWNER'S existing roads and public roads used during construction free from accumulations of dirt,mud and construction debris resulting from construction operations.Roads shall be considered "maintained"when material has been removed by a sweeper. 2.07 SECURITY A. Security will not be provided by OWNER. B. CONTRACTOR shall be responsible for loss or injury to persons or property where Work is involved, and shall provide security and take precautionary measures to protect CONTRACTOR'S and OWNER'S interests. 2.08 TEMPORARY PARKING A. Park vehicles in public rights of way where parking is permitted on in other areas where Contractor has made appropriate arrangements with property owners. Do not block access road to adjacent property owners. 2.09 TEMPORARY FENCING A. Provide temporary fencing sufficient to prevent trespass by CONTRACTOR'S employees and suppliers onto private property and by public onto construction site. B. Materials shall be sufficiently durable to be effective for duration of construction period. 2.10 CONTRACTOR'S FIELD OFFICES AND BUILDINGS A. If required by CONTRACTOR, erect where, designated by ENGINEER, and maintain in good condition,temporary field office,tool,and storage building(s)for CONTRACTOR'S use. 1. Tool storage building(s)shall be of ample size to provide space for tools and equipment. 2. Building(s)shall be neat and well constructed,surfaced with plywood,drop siding,masonite,or other similar material,well painted and void of advertisements. 2.11 ENGINEER'S FIELD OFFICE A. ENGINEER'S field office not required for this project. 2.12 OWNER'S USE7.1 A. Upon acceptance of Work, or portion of Work defined and certified as Substantially Completed by ENGINEER, and OWNER commences full-time successful operation of facility or portion thereof, OWNER will pay cost for utilities used for OWNER'S operation. CONTRACTOR shall continue to pay for utilities used until final acceptance of Work, except as provided herein. However,heat for heating building as required for construction purposes shall still be paid by CONTRACTOR unless, Klotz Associates Std, 06/01 01/25/05 7 CGreen Tee Lift Station No.5 Rehabilitation Section 01500 City of Pearland TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES Klotz Associates Project No.0218.026 Page 3 due to occupancy by OWNER,more heat shall be required due to increased temperature or lengthened 7 duration,in which case OWNER will bear difference in cost. PART 3 EXECUTION . 7 3.01 GENERAL 7 A. Comply with applicable requirements specified in Divisions 15 and 16. B. Maintain and operate systems to ensure continuous service. 7, C. Modify and extend systems as Work progress requires. 3.02 REMOVAL 7 A. Completely remove temporary materials,equipment,signs,and structures when no longer required. B. In unfinished areas, clean and repair damage caused by temporary installations or use of temporary r.' facilities,restore drainage,and evenly grade,seed or plant as necessary to provide appearance equal to or better than original. 7 C. In finished areas,restore existing or permanent facilities used for temporary services to specified,or ff original condition. 3.03 DAMAGE TO EXISTING PROPERTY 7 A. CONTRACTOR is responsible for replacing or repairing damage to existing buildings, structures, sidewalks,roads,parking lot surfacing,and other existing assets. fl B. CONTRACTOR shall have option of having OWNER contract for such Work and have cost deducted from Contract amount. L. . . .END OF SECTION* ** 7 r 7 -7 . 7 Klotz Associates Std, 06/01 01/25/05 7 Green Tee Lift Station No.5 Rehabilitation Section 01540 7. City of Pearland DIVERSION PUMPING Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Diversion pumping. 1.02 DEFINITIONS A. Diversion pumping is the installation and operation of bulkheads,plugs,hoses,piping,and pumps to maintain sewage flow and prevent backup and overflow. 1.03 SYSTEM DESCRIPTION A. Diversion pumping provides continuous sewer service to the users of the sanitary sewer system while maintenance or construction operations are in progress by diverting flow when necessary around the construction location and pumping it to a downstream manhole. Maintain sewage flow to prevent backup or overflow onto streets,yards and unpaved areas or into buildings, adjacent ditches,storm sewers,and waterways. Do not divert sewage outside of the sanitary sewer system. B. Any time the diversion pump(s)are operating,an experienced operator shall be on site to monitor the operation,adjust pump speed,valves,etc.,make minor repairs to the system and report problems. Alternatively,any time the diversion pump(s)are operating,the system shall be equipped with level ' alarms and an autodialer system to notify an experienced operator to be on site within 30 minutes to correct system malfunctions. A standby pump of capacity equal to or greater than the duty pump shall be !„q available onsite during operation of the diversion pumping system.If an operator is not onsite continuously,the standby pump shall be set to start automatically if the duty pump fails. C. The estimated average flow rate is 840 gallons per minute. The Contractor is responsible for designing the diversion pumping system to divert average daily flows and peak wet weather flows. Peak wet weather flow rate is estimated to be 3360 gallons per minute. 1.04 SUBMITTALS A. Make submittals in conformance with Section 01330-Submittals. B. Diversion pumping systems require submittal(prior to installation)of a Diversion Pumping Plan with sufficient detail to show the location,number and size of pumps,the number,location,size and type of hoses and/or rigid piping, and the location of the downstream discharge. Show any special features where pipes or hoses cross roadways,such as temporary trenches,support bridges,etc. 1.05 SCHEDULING A. If the OWNER is operating or maintaining diversion pumping in the construction area,the Contractor shall coordinate with the OWNER and ENGINEER as necessary. B. The Contractor shall cease diversion pumping operations when directed by the OWNER or ENGINEER. PART 2 PRODUCTS 2.01 MATERIALS Klotz Associates Std,06/01 01/25/05 Green Tee Lift Station No. 5 Rehabilitation Section 01540 City of Pearland DIVERSION PUMPING Klotz Associates Project No.0218.026 Page 2 A. Design piping,joints,and accessories to withstand at least twice the maximum system pressure or 50 psi, whichever is greater. - 1 B. Pumps shall be self-priming type or submersible electric,in good working order,with a working pressure gauge on the discharge. PART 3 EXECUTION 3.01 FIELD QUALITY CONTROL A. During diversion pumping,do not allow sewage to be leaked,dumped,or spilled in or onto any area j outside of the existing sanitary sewer system. B. In the event of accidental spill or overflow,immediately stop the discharge and take action to clean up and disinfect the spill. Promptly notify the ENGINEER so that required reporting can be made to the Texas Commission on Environmental Quality(TCEQ)and the Environmental Protection Agency(EPA)by the ENGINEER. 3.02 CLEANING A. When diversion pumping operations are complete,piping shall be drained into the sanitary sewer prior to disassembly. 1 ***END OF SECTION** * • • 1 Klotz Associates Std, 06/01 01/25/05 J Green Tee Lift Station No.5 Rehabilitation Section 01555 City of Pearland TRAFFIC CONTROL AND REGULATION Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Requirements for signs,signals, control devices,flares,lights and traffic signals,as well as construction parking control,designated haul routes and bridging of trenches and excavations. B. Requirement for and qualifications of flagmen. 1.02 SUBMITTALS A. Submit a traffic control plan responsive to the Texas Manual on Uniform Traffic Control Devices(TMUTCD) and sealed by a Registered Professional Engineer. B. For both the traffic control plan and flagmen use,submit schedules of values within 30 days following the Notice to Proceed. Refer to Section 01290-Schedule of Values. C. The Contractor shall provide such information and records regarding the use of qualified flagmen to verify that the Contractor's use of peace officers as flagmen is in compliance with the Contract Documents and Texas law,including but not limited to,Article 4413 (29bb),commonly referred to as the Private Investigators and Private Security Agencies Act,and Article 2.12,Texas Code of Criminal Procedure. D. The Contractor shall provide such information and records regarding the use of qualified flagmen to verify that the Contractor's use of certified flagmen as flagmen is in compliance with the Contract Documents and applicable local ordinance. u • E. Make submittals in accordance with Section 01330—Submittals. 1.03 FLAGMEN A.Use flagmen, qualified as described under paragraph 1.04.B, Uniformed Peace Officers, or paragraph 1.04.C, Certified Flagmen, to control, regulate, and direct the even flow or movement of vehicular or 7, pedestrian traffic when construction operations encroach on public traffic lanes. B. Uniformed Peace Officer: A person who has full-time employment as a peace officer and who receives compensation as a flagman for private employment as an individual employee or independent contractor. Private employment may be either an employee-employer relationship or on an individual basis. A flagman may not be in the employ of another peace officer and may not be a reserve peace officer. 1. A peace officer is defined as: a. Sheriffs and their deputies; b. Constables and deputy constables; c. Marshals or police officers of an incorporated city,town,or village;or d. As otherwise provided by Article 2.12,Code of Criminal Procedure,as amended. 2. A person who has full-time employment as a peace officer is one who is actively employed in a full-time capacity as a peace officer working, on average,a minimum of 32 paid hours per week, being paid at a rate of pay not less than the prevailing minimum hourly wage rate as set by the federal Wage and Hour Act and entitled to the full benefits of participation in any retirement plan, vacation,holidays,and insurance benefits. A reserve peace officer does not qualify,under this definition,as a peace officer. C. Certified Flagman: A person who receives compensation as a flagman and who meets the following Klotz Associates Std,06/01 01/25/05 Green Tee Lift Station No. 5 Rehabilitation Section 01555 r� City of Pearland TRAFFIC CONTROL AND REGULATION Klotz Associates Project No.0218.026 Page 2 qualifications and requirements: 1. Formally trained and certified in traffic control procedures. 2. Required to wear a distinctive uniform,bright-colored vest,and be equipped with appropriate J flagging and communication devices. 3. English speaking,with Spanish as an advantageous,but not required,primaryor seconda ry language. 4. Paid as a Certified Flagman. 5. Required to carry proof of training/certification,such as photographic identification card issued by the training institute,to allow the Engineer to easily determine that necessary full-time traffic control is actually provided,when and where construction work encroaches upon traffic lanes. 1 PART 2 PRODUCTS 2.01 SIGNS, SIGNALS,AND DEVICES A. Comply with Texas State Manual on Uniform Traffic Control Devices. B. Traffic Cones and Drums,Flares and Lights: As approved by local jurisdictions. PART 3 EXECUTION 3.01 PUBLIC ROADS A. Abide by laws and regulations of governing authorities when using public roads. If the Contractor's work requires that public roads be temporarily impeded or closed,approvals shall be obtained from governing authorities and permits paid for before starting any work. Coordinate activities with the Engineer. B. Contractor shall maintain at all times a 10-foot-wide all-weather lane adjacent to work areas which shall be kept free of construction equipment and debris and shall be for the use of emergency vehicles,or as otherwise provided in the traffic control plan. _ C. Contractor shall not obstruct the normal flow of traffic from 7:00 a.m.to 9:00 a.m.and 4:00 p.m.to 6:00 p.m. on designated major arterials or as directed by the Engineer. D.Contractor shall maintain local driveway access to residential and commercial properties adjacent to work areas at all times. E.Cleanliness of Surrounding Streets: 1. Keep streets used for entering or leaving the job area free of excavated material, debris,and any foreign material resulting from construction operations. 3.02 CONSTRUCTION PARKING CONTROL Ti A. Control vehicular parking to prevent interference with public traffic and parking,access by emergency vehicles,and Owner's operations. �..� J Klotz Associates Std,06/01 01/25/05 7 Green Tee Lift Station No.5 Rehabilitation Section 01555 7 City of Pearland TRAFFIC CONTROL AND REGULATION Klotz Associates Project No.0218.026 Page 3 7 B. Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas. riC.Prevent parking on or adjacent to access roads or in non-designated areas. 3.03 FLARES AND LIGHTS 7 A. Provide flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 3.04 HAUL ROUTES 7 A. Utilize haul routes designated by authorities or shown on the Drawings for construction traffic. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to regulate traffic and minimize interference with public traffic. 3.05 TRAFFIC SIGNS AND SIGNALS A. Install traffic control devices at approaches to the site and on site,at crossroads,detours,parking areas, 7 and elsewhere as needed to direct construction and affected public traffic. 7 B. Install and operate traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control and areas affected by Contractor's operations. C. Relocate traffic signs and signals as Work progresses to maintain effective traffic control. 3.06 BRIDGING TRENCHES AND EXCAVATIONS 7, A. Whenever necessary,bridge trenches and excavation to permit an unobstructed flow of traffic. ,77. B. Secure bridging against displacement by using adjustable cleats,angles,bolts or other devices whenever bridge is installed: e1. On an existing bus route; Cr 2. When more than five percent of daily traffic is comprised of commercial or truck traffic; 084 3. When more than two separate plates are used for the bridge;or 4. When bridge is to be used for more than five consecutive days. 7 C. Install bridging to operate with minimum noise. D. Adequately shore the trench or excavation to support bridge and traffic. L(' E. Extend steel plates used for bridging a minimum of one foot beyond edges of trench or excavation. Use temporary paving materials(premix)to featheredges of plates to minimize wheel impact on secured 7 bridging. F. Use steel plates of sufficient thickness to support H-20 loading,truck or lane that produces maximum stress. 7 Klotz Associates Std,06/01 01/25/05 7 Green Tee Lift Station No.5 Rehabilitation Section 01555 City of Pearland TRAFFIC CONTROL AND REGULATION Klotz Associates Project No.0218.026 Page 4 3.07 REMOVAL A. Remove equipment and devices when no longer required. mot, B. Repair damage caused by installation. C. Remove post settings to a depth of 2 feet. ,..! * * *END OF SECTION* * * ej 1 n - ti n Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 01560 City of Pearland TRENCH SAFETY SYSTEMS Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL t" 1.01 SECTION INCLUDES A. Trench safety for trench excavations. B. Trench safety for structural excavations which fall under provisions of State and Federal trench safety laws. 1.02 DEFINITIONS A. A trench shall be defined as a narrow excavation(in relation to its depth)made below the surface of the ground. In general, the depth is greater than the width,but the width of a trench (measured at the bottom)is not greater than 15 feet. B. The trench safety requirements will apply to larger open excavations if the construction of structures limits the space between the excavation slope and a structure to dimensions equivalent of a trench as defined. C. Trench safety systems include but are not limited to sloping,sheeting,trench boxes or trench shields, sheet piling,cribbing,bracing,shoring,dewatering or diversion of water to provide adequate drainage. 1.03 REGULATORY REQUIREMENTS A. Install and maintain trench safety systems in accordance with the detail specifications set out in the provision of Excavations, Trenching, and Shoring, Federal Occupation Safety and Health Administration(OSHA)Standards,29CFR,Part 1926,Subpart P,as amended,including Final Rule, published in the Federal Register Vol.54,No.209 on Tuesday,October 31, 1989. The sections that are incorporated into these specifications by reference include Sections 1926-650 through 1926-652. B. Legislation that has been enacted by the Texas Legislature with regard to.Trench Safety Systems is hereby incorporated,by reference,into these specifications. Refer to Texas Health and Safety Code Ann.,3756.021 (Vernon 1991). PART 2 PRODUCTS (Not Used) L PART 3 EXECUTION 3.01 INSTALLATION L A. Install and maintain trench safety systems in accordance with provisions of OSHA 29CFR. B. Specially designed trench safety systems shall be installed in accordance with the trench safety drawings produced for the locations and conditions identified on the Drawings. C. A competent person,identified in the CONTRACTOR's Trench Safety Program,shall verify that trench boxes and other premanufactured systems are certified for the actual installation conditions. ein Klotz Associates Std,08/02 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 01560 • 4 City of Pearland TRENCH SAFETY SYSTEMS Klotz Associates Project No. 0218.026 Page 2 3.02 INSPECTION A. CONTRACTOR,or CONTRACTOR's independently retained consultant,shall make daily inspections of the trench safety systems to ensure that the installed systems and operations meet OSHA 29CFR and other personnel protection regulations requirements. B. If evidence of possible cave-ins or slides is apparent,CONTRACTOR shall immediately stop work in the trench and move personnel to safe locations until the necessary precautions have been taken by CONTRACTOR to safeguard personnel entering the trench. 00,1 C. Maintain a permanent record of daily inspections. _4 3.03 FIELD QUALITY CONTROL A. CONTRACTOR shall verify specific applicability of the selected or specially designed trench safety I systems to each field condition encountered on the project. * * *END OF SECTION* * * • h�I . 1 Klotz Associates Std,08/02 01/25/05 1 7, r Green Tee Lift Station No.5 Rehabilitation Section 01561 City of Pearland CONTROL OF GROUND WATER AND SURFACE WATER Klotz Associates Project No. 0218.026 Page 1 tat PART 1 GENERAL 1.01 SECTION INCLUDES A. Dewatering,depressurizing,draining,and maintaining trench and shaft excavations and foundation beds in dry and stable condition,and controlling ground water conditions for tunnel excavations. rB. Protecting work against surface runoff and rising flood waters. 7.-' C. Disposing of removed water. _ 1.02 REFERENCES A. ASTM D698 -Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, L Using 5.5-lb(2.49 kg)Rammer and 12-inch(304.8 mm)Drop. 7 B. Federal Regulations, 29 CFR Part 1926, Standards-Excavation, Occupational Safety and Health Administration(OSHA). C. Federal Register 40 CFR(Vol.55,No.222)Part 122,EPA Administered Permit Programs(NPDES), Para.122.26(b)(14)Storm Water Discharge. 74' 1.03 DEFINITIONS r A. Ground water control includes both dewatering and depressurization of water-bearing soil layers. 1. Dewatering includes lowering the water table and intercepting seepage which would otherwise 7 emerge from slopes or bottoms of excavations, or into tunnels and shafts, and disposing of removed water. The intent of dewatering is to increase stability of tunnel excavations and excavated slopes;prevent dislocation of material from slopes or bottoms of excavations;reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of excavated material; prevent failure or heaving of the bottom of excavations; and to provide 7 suitable conditions for placement of backfill materials and construction of structures and other installations. 2. Depressurization includes reduction in piezometric pressure within strata not controlled by dewatering alone,as required to prevent failure or heaving of excavation bottom or instability of iiii! tunnel excavations. tib B. Excavation drainage includes keeping excavations free of surface and seepage water and may be achieved by placement of drainage layer and sump pumping. C. Surface drainage includes use of temporary drainage ditches and dikes and installation of temporary 7 culverts and sump pumps with discharge lines as required to protect the Work from any source of surface water. toil 1.05 . SUBMITTALS LA. Submittals shall conform to requirements of Section 01330-Submittals. 7 B. Submit the following records: 1. Installation and development reports for well points and eductors. ram Klotz Associates Std, 10/02 01/25/05 t Green Tee Lift Station No. 5 Rehabilitation Section 01561 City of Pearland CONTROL OF GROUND WATER AND SURFACE WATER Klotz Associates Project No.0218.026 Page 2 2. Installation reports and baseline readings for piezometers and monitoring wells. 3. Baseline analytical test data of water from monitoring wells. 4. Initial flow rates. ,07 C. Submit the following records on a weekly basis during operations: 1. Records of flow rates and piezometric elevations obtained during monitoring of dewatering and depressurization. Refer to Paragraph 3.02,Requirements for Eductor,Well Points, or Deep Wells. 2. Maintenance records for ground water control installations,piezometers,and monitoring wells. D. Submit the following records at end of work. Decommissioning(abandonment)reports for monitoring wells and piezometers installed by other during the design phase and left for CONTRACTOR's 1.1 monitoring and use. 1.06 ENVIRONMENTAL REQUIREMENTS I A. Comply with Texas Commission on Environmental Quality regulations and Texas Water Well Drillers Association for development,drilling,and abandonment of wells used in dewatering system. B. Obtain all necessary permits from agencies with control over the use of groundwater and matters affecting well installation,water discharge,and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy,take early action to pursue and submit for the required approvals. C. Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 GROUND WATER CONTROL A. Perform a subsurface investigation by borings as necessary to identify water bearing layers,piezometric pressures, and soil parameters for design and installation of ground water control systems.Perform -J pump tests,if necessary to determine the drawdown characteristics of the waterbearing layers. B. Provide labor,material,equipment,techniques and methods to lower,control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. C. Install,operate, and maintain ground water control systems. --� D. Provide for continuous system operation, including nights, weekends, and holidays. Arrange for ; Al appropriate backup if electrical power is primary energy source for dewatering system. E. Monitor operations to verify that the system lowers ground water piezometric levels at a rate required ,,.,), to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. Klotz Associates Std, 10/02 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 01561 City of Pearland CONTROL OF GROUND WATER AND SURFACE WATER Klotz Associates Project No. 0218.026 Page 3 F. Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed works. • �+4 G. Maintain water level below subgrade elevation,or to elevations indicated on Drawings,unless a higher level is authorized by ENGINEER. Do not allow levels to rise until foundation concrete has achieved its design strength. H. During backfilling, dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. I. Provide a-uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical,provide grout connections at 50-foot intervals and fill pipe with cement-bentonite grout or cement-sand grout when pipe is removed from service. J. Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced,such as for units designed to withstand hydrostatic uplift pressure. Provide a means of draining the affected portion of underground system,including standby equipment. Maintain drainage system during operations and remove it when no longer required. K. Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L. Replace any excavation performed for convenience of dewatering in foundation beds with materials as impermeable as original foundation material. Compact backfill to not less than 95 percent of the maximum dry density in accordance with ASTM D698,or as indicated on Drawings. 3.02 REQUIREMENTS FOR EDUCTOR AND WELL POINTS A. For aboveground piping in ground water control system,include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. )71' B. Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are predrained prior to excavation. Provide separate piezometers for monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for CONTRACTOR's selected method of work. C. Install or moni toring wells not less than one week in advance of beginning the associated piezometers excavation. /104 D. Dewatering may be omitted for portions of underdrains or other excavations,but only where auger borings and piezometers or monitoring wells show that soil is predrained by an existing system such that the criteria of the ground water control plan are satisfied. E. Replace installations that produce noticeable amounts of sediments after development. 7- Klotz Associates Std, 10/02 01/25/05 Green Tee Lift Station No. 5 Rehabilitation Section 01561 City of Pearland CONTROL OF GROUND WATER AND SURFACE WATER Klotz Associates Project No. 0218.026 Page 4 3.03' EXCAVATION DRAINAGE A. Use excavation drainage methods necessary to achieve well drained conditions. e-°+ B. The excavation drainage may consist of a layer of crushed stone and filter fabric,and sump pumping in combination with sufficient wells for ground water control to maintain stable excavation and backfill conditions. 7.1 3.04 MAINTENANCE AND OBSERVATION A. Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water , control installations or excavation drainage are operating in an area or seepage into tunnel is occurring. Keep system in good condition. B. Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C. Cut off piezometers or monitoring wells in excavation areas where piping is exposed,only as necessary to perform observation as excavation proceeds. Continue to maintain and make observations, as specified. D. Remove and grout piezometers inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the ENGINEER. 3.05 MONITORING AND RECORDING • A. Monitor and record average flow rate of operation for each wellpoint or eductor header used in dewatering system. Also monitor and record water level and ground water recovery.These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter. B. Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when ENGINEER determines that more frequent monitoring and recording are required. 3.06 SURFACE WATER CONTROL A. Intercept surface water and divert it away from excavations through use of dikes,ditches,curb walls, pipes,sumps or other approved means. The requirement includes temporary works required to protect adjoining properties from surface drainage caused by construction operations. B. Divert surface water and seepage water into sumps and pump it into drainage channels or storm drains, when approved by agencies having jurisdiction. Provide settling basins when required by such agencies. * **END OF SECTION*** Klotz Associates Std, 10/02 01/25/05 r-, Green Tee Lift Station No.5 Rehabilitation Section 01600 City of Pearland MATERIAL AND EQUIPMENT .7 Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SUBSTITUTIONS AND"OR EQUAL"ITEMS RI t. A. General: 1. When equipment or material is specified by naming only one or more equipment manufacturers or material suppliers and followed by words "no substitution permitted" or similar wording, CONTRACTOR shall provide one of named manufacturers or suppliers. B. Substitutions: t1. For material or equipment specified by naming one or more equipment manufacturers or material suppliers and not followed by words "or equal", CONTRACTOR shall submit request for substitution in accordance with Subparagraph 6.7.1.2 of General Conditions for equipment or r, manufacturer not specifically named. 2. CONTRACTOR'S requests for changes in equipment and materials from those required by Contract Documents are considered"requests for substitutions"and subject to CONTRACTOR'S representations and review provisions of Contract Documents when one or more of following conditions are satisfied. lli��� a. Where required equipment or material cannot be provided within Contract Time,but not as result of CONTRACTOR'S failure to pursue Work promptly or coordinate various activities properly. b. Where packaging of several items of equipment from single source will provide maintenance and coordination advantages to OWNER. c. When CONTRACTOR proposes to provide substitute equipment or material to provide OWNER with cost savings. 1 C. "Or Equal": For material or equipment specified by naming one or more equipment manufacturer fz: followed by the words"or equal",CONTRACTOR shall submit in accordance with Section 01330 for equipment or manufacturer not specifically named. ENGINEER will review submittal in accordance with Subparagraph 6.7.1.1 of the General Conditions. D. Conditions which are not substitutions: ' 1. Requirements for substitutions do not apply to CONTRACTOR options on materials and equipment provided for in Specifications. 2. Revisions to Contract Documents,where requested by OWNER or ENGINEER,are"changes" not"substitutions." 3. CONTRACTOR'S determination of and compliance with governing regulations and orders issued by governing authorities do not constitute substitutions or basis for Change Orders,except ras provided for in Contract Documents. 1.02 MANUFACTURER'S INSTRUCTIONS A. Installation of equipment and materials shall comply with manufacturer's instructions. Obtain and distribute printed copies of such instructions to parties involved in installation,including 2 copies to ENGINEER. 1. Maintain one set of complete instructions at job site during installation and until completion of Work. B. Handle,store,install,connect,clean,condition,and adjust materials and equipment in accordance with t. manufacturer's written instructions and in conformance with Specifications. 1. If job conditions or specified requirements conflict with manufacturer's instructions, consult ENGINEER for further instructions. r.: Klotz Associates, St.07/02 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 01600 City of Pearland MATERIAL AND EQUIPMENT Klotz Associates Project No. 0218.026 Page 2 2. Do not proceed with Work without written instructions. 1.03 TRANSPORTATION AND HANDLING A. Arrange deliveries of materials and equipment in accordance with Construction Progress Schedule, ,A7 coordinate to avoid conflict with Work and conditions at site. 1. Deliver materials and equipment in undamaged condition,in manufacturer's original containers or packaging,with identifying labels intact and legible. 2. Protect bright machined surfaces,such as shafts and valve faces,with heavy coat of grease prior to shipment. 3. Immediately upon delivery,inspect shipments to ensure compliance with Contract Documents and approved submittals,and products have been protected and are undamaged. B. Provide equipment and personnel to handle materials and equipment by methods recommended by manufacturer to prevent soiling or damage to materials or equipment,or packaging. 1.04 STORAGE,PROTECTION,AND MAINTENANCE A. OWNER assumes no responsibility for damage or loss due to storage of materials and equipment. B. Interior Storage: 7 1. Store with seals and labels intact and legible. 2. Store materials and equipment subject to damage by elements in weathertight enclosures. 3. Maintain temperature and humidity within ranges required by manufacturer's instructions. C. Exterior Storage: 1. Store fabricated materials and equipment above ground,on blocking or skids,to prevent soiling or staining. Cover materials and equipment subject to deterioration with impervious sheet coverings. Provide ventilation to avoid condensation. 2. Store loose granular materials in well-drained area on solid surfaces to prevent mixing with foreign matter. 3. Store materials such as pipe,reinforcing steel,structural steel,and equipment on pallets or racks, off ground. D. Inspection and Maintenance: 1. Arrange storage to provide easy access for inspection,maintenance, and inventory. 2. Make periodic inspections of stored materials and equipment to ensure materials and equipment = + maintained under specified conditions are free from damage or deterioration,and coverings are in-place and in condition to provide required protection. 3. Perform maintenance on stored material and equipment in accordance with manufacturer's written instructions and in presence of OWNER or ENGINEER. a. Notify ENGINEER 24 hrs before performance of maintenance. �. b. Submit report of completed maintenance and condition of coverings to ENGINEER with each Application for Payment. -' c. Failure to perform maintenance,to notify ENGINEER of intent to perform maintenance or to submit maintenance report may result in rejection of material or equipment. E. Assume responsibility for protection of completed construction and repair and restore damage to completed Work equal to original condition. F. Wheeling of loads over finished floors,with or without plank protection,not permitted in anything J except rubber-tired wheelbarrows, buggies, trucks or dollies. This applies to finished floors and exposed concrete floors,as well as those covered with composition tile or other applied surfacing. Klotz Associates, St. 07/02 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 02030 City of Pearland DUCTILE IRON PIPE FOR BURIED SERVICES Klotz Associates Project No.0218.026 Page 2 2.02 INSIDE LINING A. Water Mains: ANSI A21.4, cement lines with seal coat. B. Sanitary Sewers and Force Mains: 1. Polyurethane or ceramic epoxy. 2. Manufacturer's: a. American Cast Iron Pipe Company. b. U.S.Pipe and Foundry Company. c. Or equal. 3. Virgin polyethylene: ASTM D1248. 4. Thickness: 40 mils nominal,30 mils minimum. 5. Heat fused. 2.03 JOINTS A. Joint Type: 1. Unless otherwise shown on the Drawings,provide the types of joints specified below. a. Liquid and Air Services: Mechanical or push-on joint. B. Mechanical and Push-on Joints:, 1. AWWA C111. 2. Gasket material: a. Suitable for service and maximum operating temperature of piping system. r b. Gaskets for wastewater air service shall be suitable for sustained temperatures to 200°F. 3. Restrained Joints: a. Manufacturers: 4; 1) American Cast Iron Pipe Company,Flex-Ring,and Lok-Ring. 2). U.S.Pipe and Foundry Company,TR-Flex. 3) Or equal. b. Provide restrained joints for buried piping systems specifically identified to have = restrained joints and for buried piping systems where use of concrete thrust blocks is not practical. c. Minimum pressure rating: 250 psi. C. Flanged Joints: 1. Flanged pipe for liquid and air service shall be in accordance with AWWA C115. 2. Flanged pipe for gas service shall be in accordance with AWWA C115 and ANSI A21.52. In addition to pipe marking specified in AWWA C115 and ANSI A21.52, conspicuously stamp each flanged pipe with words"AIR TESTED". 3. Fabrication of flanged pipe, including assembly of flange on pipe shall be performed by pipe manufacturer in accordance with AWWA C115. Assembly of flange on pipe outside of manufacturer's shop is unacceptable. - 4. Flange material for flanged pipe shall be ductile iron. Flanged pipe with gray iron flanges is not acceptable. 5. Gasket material shall be suitable for service and maximum operating temperature of piping system as specified in piping system specification section. Gaskets for wastewater air service shall be suitable for sustained temperatures to 200°F. 6. Gaskets shall be ring or full face, 1/8-in.thick,and conform to dimensions shown in Appendices to AWWA C110 and AWWA C115. 7 Klotz Associates Std,08/02 01/28/05 ��i r Green Tee Lift Station No.5 Rehabilitation Section 01600 City of Pearland MATERIAL AND EQUIPMENT Klotz Associates Project No.0218.026 Page 3 G. Where structural concrete is also finished surface,avoid marking or damaging surface. 17 1.05 SPECIAL TOOLS AND LUBRICATING EQUIPMENT A. Furnish, in accordance with manufacturers recommendations, special tools required for checking, testing,parts replacement,and maintenance. Special tools are those specially designed or adapted for use on parts of equipment,and not customarily and routinely carried by maintenance mechanics. B. Deliver to OWNER when unit is placed in operation and after operating personnel have been properly instructed in operation,repair,and maintenance of equipment. i C. Tools and lubricating equipment shall be of quality compatible to equipment manufacturer has furnished. 1.06 LUBRICATION A. Where lubrication is required for proper operation of equipment, incorporate necessary and proper provisions in equipment in accordance with manufacturer's requirements. Where possible,lubrication shall be automated and positive. B. Where oil is used,reservoir shall,be of sufficient capacity to supply unit for 24-hr period: r.„ PART 2 PRODUCTS 2.01 MATERIALS A. Material and Equipment Incorporated into Work: 1. Conform to applicable specifications and standards. 2. Comply with size,make,type,and quality specified or as specifically approved by Submittal. B. Manufactured and Fabricated Materials and Equipment: Q 1. Design,fabricate,and assemble in accordance with engineering and shop practices standard with industry. 2. Manufacture like parts of duplicate units to standard sizes and gauges,to be interchangeable. 3. Two or more items of same kind shall be identical,by same manufacturer. 4. Material and equipment shall be suitable for service conditions. 5. Equipment capabilities, sizes, and dimensions shown or specified shall be adhered to, unless variations are specifically approved,in writing,in accordance with General Conditions. 6. Equipment shall be adapted to best economy in power consumption and maintenance. Parts and components shall be proportioned for stresses occurring during continuous or intermittent 44 operation,and for additional stresses occurring during fabrication or installation. 7. Design so working parts readily accessible for inspection and repair, easily duplicated, and replaced. C. Do not use material or equipment for purpose other than for which it is designed or specified. PART 3 EXECUTION 3.01 FIELD QUALITY CONTROL;INSTALLATION,INSTRUCTIONAL,AND POST STARTUP SERVICES Klotz Associates,St. 07/02 01/25/05 1 Green Tee Lift Station No. 5 Rehabilitation Section 01600 City of Pearland MATERIAL AND EQUIPMENT Klotz Associates Project No. 0218.026 Page 4 A. General: 1. This article covers on-site services of Supplier's representatives provided by CONTRACTOR during construction,equipment startup,and training of OWNER'S personnel for equipment or plant operation as specifically required in Specification section for equipment or system. 2. Include and pay costs for Supplier's services,including,but not limited to,those specified. 3. Work day is defined as an 8-hour period during a calendar day. Work day for purposes of this section does not include travel to or from the Project site. 7-] B. Installation Services: 1. Where installation services are called for in Specifications,provide competent and experienced technical representatives of manufacturers of equipment and systems to resolve assembly or installation procedures attributable to,or associated with,equipment furnished. _ 2. After equipment is installed, representatives shall perform initial equipment and system adjustment and calibration to conform to Specifications and manufacturer's requirements and instructions. 3. Provide "Certificate of Installation Services" stating proper adjustments have been made to equipment or system and equipment or system is ready for startup and system demonstration. Use form in Appendix and furnish 2 copies to ENGINEER. C. Post Startup Services: 1. After equipment/system has been in operation for at least 6 months, but no longer than ,r, 11 months, each equipment manufacturer or authorized equipment representative shall make final inspection where so required in Specifications. Final inspection will provide assistance to '_- OWNER'S operating personnel in making adjustments or calibrations required to ensure equipment or system is operating in conformance with design,manufacturer,and Specifications. 2. Provide "Certificate of Post Startup Services," cosigned by OWNER and equipment representative,verifying this service has been performed. Use form in Appendix and furnish 2 copies to ENGINEER. r.f * * *END OF SECTION * * * r* Klotz Associates, St. 07/02 01/25/05 r4, Green Tee Lift Station No.5 Rehabilitation Section 01730 City of Pearland OPERATION AND MAINTENANCE DATA Klotz Associates Project No.0218.026 Page 1 . PART 1 GENERAL 1.01 SECTION INCLUDES A. Submittal requirements for equipment and facility operating and maintenance manuals 1.02 SUBMITTALS A. Along with the schedule for other submittals as required in Section 01330-Submittal Procedures, submit a list of operation and maintenance manuals and parts manuals to be provided. B. Submit documents,bound in 8-1/2x11-inch text pages,3-ring/D binders with durable plastic covers. C. Prepare binder covers with printed title"OPERATION AND MAINTENANCE INSTRUCTIONS",title of project,and subject matter of binder when multiple binders are required. D. Internally subdivide the binder contents with permanent page dividers, logically organized as described below;with tab titling clearly printed under reinforced laminated plastic tabs. E. Contents: Prepare a Table of Contents for each volume,with each Product or system description identified. 1. Part 1: Directory,listing names,addresses,and telephone numbers of ENGINEER,CONTRACTOR, Subcontractors,and major equipment suppliers. 2. Part 2: Operation and maintenance instructions,arranged by system. For each category,identify names,addresses,and telephone numbers of Subcontractors and suppliers. Identify the following: a. Significant Design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes,including recommended cleaning methods and materials and special precautions identifying detrimental agents. 3. Part 3:Project documents and certificates,including the following: a. Shop drawings and product data. b. Air and water balance reports. c. Certificates. d. Photocopies of warranties. F. Marking: Provide manuals with exact items incorporated into the project distinguished and marked by a bullet or arrow if documents list more than one item or model number of that item. G. Within one month prior to placing the equipment or facility in service,submit two copies of operation and maintenance manual and parts manual for review. H. Submit one copy of completed volumes in final form 10 days prior to final inspection. This copy will be returned after final inspection,with ENGINEER comments. Revise content of documents as required prior to final submittal. til‘T I. Revise and resubmit final volumes within 10 days after final inspection. O1/25/O5 4‘)Green Tee Lift Station No. 5 Rehabilitation Section 01730 City of Pearland OPERATION AND MAINTENANCE DATA Klotz Associates Project No.0218.026 Page 2 1.03 EQUIPMENT OPERATION AND MAINTENANCE DATA A. Furnish operation and maintenance manuals for all equipment. Operation and maintenance manual must contain all information required for OWNER to operate,maintain,and repair equipment. The manual must Arn be prepared by equipment manufacturer,furnished to the ENGINEER by CONTRACTOR, and,as a minimum,contain the following: 1. Equipment functions,normal operating characteristics,and limiting conditions. :, 2. Assembly, installation, alignment,adjustment,and checking instruction. 3. Operating instructions for start-up,normal operation,regulation and control,normal shutdown,and emergency shutdown. 4. Lubrication and detailed maintenance instructions. The maintenance instructions are to include detailed drawings giving the location of each maintainable part and lubrication point and detailed instructions on disassembly and reassembly of the equipment. 5. Troubleshooting guide. 6. Complete spare parts list with predicted life of parts subject to wear,lists of spare parts recommended on hand for both initial start-up and for normal operating inventory, and local or nearest source of spare parts availability. 7. Outline,cross-section,and assembly drawings;engineering data;wiring diagram. 8. Test data and performance curves. .4471, B. Furnish parts manuals for all equipment. The manual must be prepared by equipment manufacturers, rrt furnished to ENGINEER by CONTRACTOR,and,as a minimum,contain the following. 1. Detailed drawings giving the location of each maintainable part. 2. Complete spare parts list with predicted life of parts subject to wear,lists of spare parts recommended on hand for both initial start-up and for normal operating inventory, and local or nearest source of spare parts availability. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used • ***END OF SECTION*** r I 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 01780 City of Pearland PROJECT RECORD DOCUMENTS Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. Maintain at site one record copy of: 1. Drawings. 2. Project Manual. 3. Addenda. 4. Change orders and other modifications to Contract. 5. ENGINEER field orders,written instructions or clarifications. 6. Approved submittals. 7. Field test records. 8. Construction photographs. 9. Associated permits. 1.02 SUBMITTALS A. At Substantial Completion: 1. Deliver one marked up set of record documents to OWNER. B. Accompany submittals with transmittal letter in duplicate,containing following. 1. Date. 2. Project title and number. @.� 3. CONTRACTOR'S name and address. 4. Title of record document. 5. Signature of CONTRACTOR or authorized representative. 1.03 QUALITY ASSURANCE A. Comply with the requirements of the TWDB SRF Special Contract Conditions with respect to As-Built Dimensions and Drawings. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in CONTRACTOR'S field office apart from documents used for construction. 1'1 1. Provide files and racks for storage of documents. 2. Provide secure storage space for storage of samples. B. Maintain documents in clean,dry,legible condition and in good order. Do not use record documents for construction purposes., C. Make documents and samples available at all times for inspection by ENGINEER or OWNER. Klotz Associates Std, 06/01 01/25/05 Green Tee Lift Station No. 5 Rehabilitation Section 01780 City of Pearland PROJECT RECORD DOCUMENTS Klotz Associates Project No. 0218.026 Page 2 D. Failure to properly maintain record documents may be reason to delay a portion of progress payments until records comply with Contract Documents. �ry 3.02 RECORD DOCUMENTS }' A. Label each document"PROJECT RECORD" in neat,large printed letters. B. Maintain record set of Drawings and Specifications legibly annotated to show all changes are made during construction. 1. Graphically depict changes by modifying or adding to plans, details, sections, elevations, or schedules. 2. Make changes on each sheet affected by changes. C. Record information concurrently with construction progress. 1. Do not conceal Work until required information is recorded. 2. Record changes made by Written Amendment,Field Order, Change Order or Work Directive Change. D. Drawings: 1. General: a. Depths of various elements of foundation in relation to fmish first floor datum. b. Horizontal and vertical locations of underground utilities and appurtenances,referenced to permanent surface improvements. c. Location of internal utilities and appurtenances concealed in construction,referenced to visible and accessible features of structure. d. Field changes. e. Details not on original Drawings. f. Location and identification of exposed interior piping, including those shown schematically on Drawings. g. Size of equipment and location including connections. 2. Electrical and Instrumentation: a. Horizontal and vertical locations and size of underground cable, conduit, and duct runs dimensioned from established building lines. b. Plan location and size of interior concealed and exposed feeders. c. Size and location of access panels. d: Departures from original Drawings and electrical work revisions. * * *END OF SECTION* * * l ri Klotz Associates Std, 06/01 01/25/05 i Green Tee Lift Station No.5 Rehabilitation Section 02030 City of Pearland DUCTILE IRON PIPE FOR BURIED SERVICES Klotz Associates Project No.0218.026 Page 1 PART I GENERAL ato 1.01 SUMMARY ' A. Section Includes: 1. Ductile iron pipe in sizes 3 inches through 48 inches for water,wastewater and air services. 2. Fittings for ductile iron pipe. 3. Polyethylene wrap for ductile iron pipe. 1.02 REFERENCES A. American Water Works Association(AWWA): 1. AWWA C104-Cement-Mortar Lining for Ductile Iron Pipe and Fittings for Water. 2. AWWA C110-Ductile-Iron and Gray-Iron Fittings,3 in.Through 48 in.,for Water and other Liquids. 3. AWWA C 105-Polyethylene Encasement for Ductile Iron Piping for Water and Other Liquids. 4. AWWA C 111-Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings. 5. AWWA C115 -Flanged Ductile-Iron Pipe with Threaded Flanges. 6. AWWA C151-Ductile-Iron Pipe,Centrifugally Cast in Metal Molds or Sand-Lined Molds,for Water or Other Liquids. 7. AWWA C153 -Ductile Iron Compact Fittings. 1.03 SUBMITTALS rir A. Product Data: 1. Manufacturer's specifications,catalog cuts,and literature: a. Pipe. b. Inside linings. c. Mechanical and push-on joints. d. Flanged joints. e. Grooved joints. £ Standard fittings. g. Special fittings. h. Polyethylene encasement. C. Submit all product data and coating system information specified above in one complete submittal. D. Submit in accordance with Section 01330. PART 2 PRODUCTS 2.01 PIPE A. Liquid and air service pipe: AWWA C151,ductile iron. B. Gas service pipe: ANSI A21.52,ductile iron. In addition to pipe marking required by ANSI A21.52, conspicuously stamp each pipe with words"AIR TESTED". C. Pressure Rating: 1. 250 psi minimum unless higher ratings are specified on Drawings. Klotz Associates Std,08/02 01/28/05 1 Green Tee Lift Station No.5 Rehabilitation Section 02030 City of Pearland DUCTILE IRON PIPE FOR BURIED SERVICES Klotz Associates Project No.0218.026 Page 2 2.02 INSIDE LINING Jj A. Water Mains: ANSI A21.4,cement lines with seal coat. B. Sanitary Sewers and Force Mains: 1. Polyurethane or ceramic epoxy. 2. Manufacturer's: a. American Cast Iron Pipe Company. b. U.S.Pipe and Foundry Company. c. Or equal. 3. Virgin polyethylene: ASTM D1248. bbb 4. Thickness: 40 mils nominal,30 mils minimum. 5. Heat fused. 2.03 JOINTS A. Joint Type: 1. Unless otherwise shown on the Drawings,provide the types of joints specified below. i. a. Liquid and Air Services: Mechanical or push-on joint. B. Mechanical and Push-on Joints: 1. AWWA C111. 2. Gasket material: a. Suitable for service and maximum operating temperature of piping system. b. Gaskets for wastewater air service shall be suitable for sustained temperatures to 200°F. 3. Restrained Joints: a. Manufacturers: 1) American Cast Iron Pipe Company,Flex-Ring,and Lok-Ring. 2), U.S.Pipe and Foundry Company,TR-Flex. 3) Or equal. b. Provide restrained joints for buried piping systems specifically identified to have restrained joints and for buried piping systems where use of concrete thrust blocks is not practical. c. Minimum pressure rating: 250 psi. -rh C. Flanged Joints: 1. Flanged pipe for liquid and air service shall be in accordance with AWWA C115. 2. Flanged pipe for gas service shall be in accordance with AWWA C115 and ANSI A21.52. In °- addition to pipe marking specified in AWWA C115 and ANSI A21.52, conspicuously stamp each flanged pipe with words"AIR TESTED". 3. Fabrication of flanged pipe, including assembly of flange on pipe shall be performed by pipe manufacturer in accordance with AWWA C115. Assembly of flange on pipe outside of manufacturer's shop is unacceptable. 4. Flange material for flanged pipe shall be ductile iron. Flanged pipe with gray iron flanges is not acceptable. 5. Gasket material shall be suitable for service and maximum operating temperature of piping system as specified in piping system specification section. Gaskets for wastewater air service shall be suitable for sustained temperatures to 200°F. 6. Gaskets shall be ring or full face, 1/8-in.thick,and conform to dimensions shown in Appendices to AWWA C110 and AWWA C115. r-^ Klotz Associates Std,08/02 01/28/05 ,r: 7 7. Green Tee Lift Station No.5 Rehabilitation Section 02030 City of Pearland DUCTILE IRON PIPE FOR BURIED SERVICES Klotz Associates Project No. 0218.026 Page 3 7 7. Bolts: a. Size, length,and number as shown in AWWA C110 and AWWA C115. r b. Material: Carbon steel,ASTM A307,Grade B. L. c. Dimensions: ANSI B18.2.1,heavy hex. 8. Nuts: a. Size,length,and number as shown in AWWA C110 and AWWA C115. r-- b. Material: Carbon steel,ASTM A307,Grade B. L c. Dimensions: ANSI B 18.2.2,heavy hex. iiii 2.04 FITTINGS . A. Pressure psratingi,of 250 minimum. B. Standard fittings for liquid and air service: 1. Mechanical and push-on joint fittings: a. Ductile iron. b. AWWA C110 or AWWA C153. 7 2. Flanged joint fittings: a. Ductile iron. b. AWWA C110. c. Flange dimensions in accordance with AWWA C115. 7 C. Special fittings for liquid and air service,not included in AWWA standards,shall be manufacturer's standard, based on AWWA design principles, and in compliance with applicable requirements of AWWA standards. 7 D. Standard fittings for gas service: 7 1. Mechanical joint fittings: ANSI A21.14,ductile iron. 2. Flanged joint: a. ANSI A21.14,ductile iron. b. Flange dimensions in accordance with AWWA C115. rf. E. Special fittings for gas service,not included in ANSI standard,shall be manufacturer's standard,based on ANSI design principles,and in accordance with applicable requirements of ANSI standard. 7 F. Miscellaneous Fittings: 1. Provide miscellaneous fittings,such as cutting in sleeves,tapping sleeves,caps,plugs,and other fittings,as required for a complete system. 7 2. Manufacturer of miscellaneous fittings shall be same manufacturer as pipe. 3. Miscellaneous fittings shall be suitable for service. G. Inside Lining: Use same lining as that specified for pipe. 2.05 OUTSIDE COATING A. Provide asphaltic coating in accordance with applicable AWWA standards for buried pipe and pipe • r� encased in concrete. 7 2.06 POLYETHYLENE ENCASEMENT 1 A. Provide polyethylene encasement for buried piping in accordance with AWWA C105. ,r., Klotz Associates Std,08/02 01/28/05 7 Green Tee Lift Station No.5 Rehabilitation Section 02030 _ City of Pearland DUCTILE IRON PIPE FOR BURIED SERVICES Klotz Associates Project No. 0218.026 Page 4 �..i PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with applicable installation specifications Section 02510—Water Mains, Section 02530—Sanitary Sewers and Section 02532—Sanitary Force Mains. 3.02 JOINT ASSEMBLY A. Assemble push-on and mechanical joints in accordance with manufacturer's written instructions. B. Do not use flanged joints for buried piping unless specified on the Drawings. C. Assemble flanged joint in accordance with piping system specification section, flanged pipe manufacturer's written instructions,and gasket manufacturer's written instructions. 3.03 WALL PIPES -'w? A. Support by formwork to prevent contact with reinforcing steel. 1"1 B. Install in accordance with Section 03300. 3.04 POLYETHYLENE ENCASEMENT A. Install in accordance with AWWA C105. 3.05 TAPPING A._ Do not tap polyethylene-lined and glass-lined pipe. B. Taps for ductile iron pipe shall be in accordance with pipe manufacturer's instructions. C. Provide service saddles for tap sizes greater than 1-in. Service saddles are not required for tap sizes 1-in. and smaller. - * * *END OF SECTION* ** Klotz Associates Std,08/02 01/28/05 I Green Tee Lift Station No.5 Rehabilitation Section 02315 City of Pearland TRENCHING,BACKFILLING,AND COMPACTING Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 REFERENCES A. ASTM D698 -Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5-lb(2.49-kg)Rammer and 12-in.(304.8-mm)Drop. B. ASTM D1556-.Test Method for Densityby in Place the Sand-Cone Method. C. ASTM D2487-Classification of Soils for Engineering Purposes. D. ASTM D2922 - Test Method for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D3017 Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). F. ASTM D4318-Test Method for Liquid Limit,Plastic Limit, and Plasticity Index of Soils. G. TxDOT Tex-101-E-Preparation of Soil and Flexible Base Materials for Testing. H. TxDOT Tex-110-E-Determination of Particle Size Analysis of Soils. I. Federal Regulations, 29 CFR Part 1926, Standards-Excavation, Occupational Safety and Health Administration(OSHA) 1.02 SUBMITTALS L A. Submit project record documents under provisions of Section 01780-Record Documents. B. Record location of utilities as installed referenced to survey benchmarks. Include location of utilities encountered or rerouted. Give stations,horizontal dimensions,elevations,inverts and gradients. 1.03 QUALITY ASSURANCE A. Sample and analyze soil materials for soil classification and compaction in accordance with provisions of Section 01400-Testing Laboratory Services. PART 2 PRODUCTS . 2.01 EQUIPMENT A. Perform excavation with hydraulic excavator or other equipment suitable for achieving the requirements of this Specification. B. Excavation by hand is permitted,but no extra payment will be made for hand excavation without prior written approval by ENGINEER. C. Use equipment which will produce the degree of compaction specified. Until a minimum cover of 12 inches is obtained over pipes,conduits,and ducts,use only hand-operated tamping equipment. Do not Klotz Associates Std,06/01 01/28/05 r'°1 Green Tee Lift Station No. 5 Rehabilitation Section 02315 City of Pearland TRENCHING,BACKFILLING,AND COMPACTING Klotz Associates Project No.0218.026 Page 2 �y use heavy compacting equipment until adequate cover is attained to prevent damage to pipes,conduits, or ducts. 2.02 MATERIAL CLASSIFICATIONS A. Fill and backfill material shall conform to the following classifications. The classifications follow Unified Soil Classification Symbols as defined in ASTM D2487. 1. Class I: Well graded sands and gravels,gravel-sand mixtures, crushed well graded rock,little or no fines(GW, SW) 1. Plasticity Index-Nonplastic a. Gradation:D60/D 10 greater than 4 percent. Amount passing No.200 sieve not to exceed 5 percent. Maximum size not to exceed that recommended by pipe manufacturer or%2",whichever is less. 2. Class II: Poorly graded gravels and sands,silty sands and gravels,little to moderate fines(GM, GP, SP,SM) 1. Plasticity Index: Nonplastic to 4 percent 2. Gradation: percent passing No.200 Sieve-less than 5 percent(GP, SP) , 3. Gradation:percent passing No.200 Sieve-between 12 percent and 50 percent(GM,SM) 3. Class III: Clayey gravels and sands,poorly mixtures of sand,gravel,and clay(GC,SC) Y Y graded } 1. Plasticity Index:greater than 7 2. Gradation:percent passing No.200 Sieve between 12 percent and 50 percent 4. Soils with dual designation according to ASTM D2487 shall be used according to the least restrictive class. 5. Cement Stabilized Sand: Conform to requirements of Section 02341—Cement Stabilized Sand. 6. Crushed Stone. Crushed stone produced from oversize quarried aggregate,sized by crushing and produced from a naturally occurring single source. Crushed gravel or uncrushed gravel are not acceptable. Grading shall be in accordance with Tex-101-E and Tex-110-E within the following limits: Percent Retained Sieve by Weight 2-1/2 inch 0 1-3/4 inch 0 to 10 No.4 45 to 75 No.40 60 to 85 7. Concrete Backfill: Conform to Class F(2000 psi)concrete as specified in Section 03300-Cast- in-Place Concrete. s Klotz Associates Std,06/01 01/28/05 Green Tee Lift Station No.5 Rehabilitation Section 02315 City of Pearland TRENCHING,BACKFILLING,AND COMPACTING Klotz Associates Project No.0218.026 Page;3 PART 3 EXECUTION 3.01 NOTIFICATION OF UTILITY COMPANIES A. Call utility companies at least 48 hours,excluding weekends and holidays,before starting excavation. Request a check of buried lines or cables in the vicinity of proposed work. Acquire temporary construction permits if required. 3.02 TRENCHING A. Except as otherwise specified or shown on the Drawings,construct underground utilities in open cut trenches with vertical sides. Conform to requirements of Section 01560-Trench Safety System. B. Remove all ledge rock,boulders and large stones within 4 inches of sides of the pipe. • C. Extra width is also allowed for installation of well point headers or manifolds and pumps in trenches where depth of trench makes it uneconomical, or not feasible, to pump from surface installation. Provide sufficient space between cross braces to permit handling of forms,pipe,and other materials D. Upon discovery of unknown utilities, badly deteriorated utilities not designated for removal, or concealed conditions,discontinue work at that location. Notify ENGINEER and obtain instructions before proceeding in such areas. Remedies for discoveries of the conditions described will be treated as extras under the provisions of Paragraph 18 of the General Conditions. E. Protect trees,shrubs,lawns,existing structures,and other permanent objects outside of grading limits. F. Protect above-grade and below-grade utilities which are to remain. 3.03 TRENCH BOTTOM A. Make foundation or bottom of trench as uniform as practicable. Remove wet, soft, spongy, or otherwise unstable soils to a minimum depth of 2 feet below the trench bottom as directed and approved by ENGINEER B. Remove rocks projecting above bottom of trench. C. Backfill over excavations with crushed stone. [0, 3.04 HANDLING EXCAVATED MATERIALS A. Classify excavated materials. Place material which is suitable for backfilling in orderly piles at a sufficient distance from the trench to prevent slides or cave-ins. B. Do not use excavated material composed of large chunks,stones,debris,organic matter,or clods for backfilling. C. Provide additional backfill material in accordance with requirements of this Section if adequate quantities of suitable material are not available from excavation and trenching operations at the job site. f Klotz Associates Std,06/01 01/28/05 Green Tee Lift Station No.5 Rehabilitation Section 02315 City of Pearland TRENCHING,BACKFILLING,AND COMPACTING Klotz Associates Project No. 0218.026 Page 4 3.05 DEWATERING A. Do not excavate in the presence of free water. Do not place bedding,pipe,conduit,or ducts or perform embedment or backfill in the presence of free water. 3.06 BEDDING A. Use Class I material for bedding when depth of pipe trench is 10' or less below finished grade. Use cement stabilized sand for bedding when the pipe trench is more than 10'deep. Compact bedding to 95%of maximum Proctor density as defined by ASTM D 698. B. No bedding is required for electrical conduits. 3.07 BACKFILL AND COMPACTION A. Backfill piping and conduits as shown on Drawings and restore surface as soon as practical. 1. Allow ENGINEER to observe piping before it is backfilled. 2. Where damage to completed work is likely to result from withdrawal of sheeting, leave the sheeting in place. Do not leave untreated sheeting in place beneath structures or pavements. 3. Remove formwork of conduits. r" B. Use Class I material for backfill in the pipe zone when depth of pipe trench is 10'or less below finished • grade. Use cement stabilized sand for backfill in the pipe zone when the pipe trench is more than 10' deep. Place backfill in 8 inch loose lifts and compact to 95%of maximum Proctor density as defined by ASTM D 698. C. Backfill trench segments outside of areas to be paved with material from trench excavation. Place backfill material in 6-inch loose layers. Compact each layer to 95 percent of maximum density as determined by ASTM D698. Compact the backfill at a moisture content sufficient to develop required density. 3.08 FIELD QUALITY CONTROL A. Testing will be performed under provisions of Section 01400-Testing Laboratory Services. B. Tests will be preformed on minimum of three different samples of each material type for plasticity characteristics,in accordance with ASTM D4318,and for gradation characteristics,in accordance with Tex-101-E and Tex-110-E. Additional classification tests will be performed whenever there is a �? noticeable change in material gradation or plasticity. ‘, C. In-place density tests of compacted fill and backfill will be performed according to ASTM D1556,or rrt ASTM D2922 and ASTM D3017,and at the following frequencies and conditions. 1 A minimum of one test for every 100 cubic yards of compacted bedding or backfill material. 2. A minimum of three density tests for each full shift of work. 3. Density tests must be performed in placement areas. 4. The number of tests will be increased if inspection determines that soil type or moisture content, are not uniform or if compacting effort is variable and not considered sufficient to attain specified density uniformly. fl Klotz Associates Std,06/01 01/28/05 r1 7, Green Tee Lift Station No. 5 Rehabilitation Section 02315 City of Pearland TRENCHING,BACKFILLING,AND COMPACTING Klotz Associates Project No. 0218.026 Page 5 D. At least three tests for moisture-density relationships will be performed initially for each type of backfill material in accordance with ASTM D698. Additional moisture-density relationship tests will be performed whenever there is a noticeable change in material gradation or plasticity. E. If tests indicate work does not meet specified compaction requirements,recondition,recompact,and P P q P retest at CONTRACTOR's expense. 3.09 RESTORATION OF WORK AREAS A. Replace pavements damaged or removed during construction operations in accordance with Section 02981 —Rigid Pavement Rehabilitation. B. Regrade shoulders,ditches and other work areas disturbed during construction work so that all areas are returned to their original grades and so that all excess soil is removed. C. Remove all construction debris. ( D. Hydro-mulch all unpaved areas that were disturbed during construction operation in accordance with Section 02921 —Hydro-mulching. 3.10 DISPOSAL OF EXCESS MATERIAL A. Dispose of debris and excess materials in accordance with requirements of Section 01350-Protection of Environment. 3.11 PROTECTION A. Prevent erosion of trenches and backfill. Do not allow water to pond in trenches. B. Maintain trench excavation and backfill areas until start of subsequent work. Repair and recompact slides,washouts,settlements,or areas with loss of density at no additional cost to OWNER. C. Repair utility lines damaged during construction at CONTRACTOR's expense. D. Replace trees and shrubs damaged during construction at CONTRACTOR's expense. * * *END OF SECTION* * * r r Klotz Associates Std,06/01 01/28/05 r r Green Tee Lift Station No.5 Rehabilitation Section 02920 City of Pearland SODDING Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Preparing ground surface. 2. Sod or Seed. 3. Fertilizing. 4. Maintenance. 1.02 SUBMITTALS A. Test Results: 1. Soils test results including fertilizer and lime requirements. B. Submit in accordance with Section 01330—Submittals. 1.03 PROJECT SITE/CONDITIONS A. Save existing trees within grading and seeding limits unless specified to be removed. B. Clear trees required to be removed only after approval by ENGINEER. 1.04 WARRANTY A. Warranty lawn areas for duration of 1 yr after seeding to be alive and in satisfactory growth at end of warranty period. 1. For purpose of establishing acceptable standard,scattered bare spots,none larger than 1 sq ft will be allowed up to maximum of 3%of lawn area. PART 2 PRODUCTS 2.01 TOPSOIL A. Fertile friable loam containing liberal amount of humus, neither excessively acid nor excessively alkaline,.suitable for growth of grass and plants. Free from hard lumps, plants and roots, gravel, cinders,stone over 1/2 in.in any dimension,weed seeds and quack grass roots,and other undesirable material. B. Topsoil removed and stockpiled under Section 02910—Topsoil may be used,provided it meets above requirements. 2.02 SOD A. St.Augustine,strongly rooted and free of pernicious weeds. B. Mow to height not to exceed 3 in.before lifting. C. Uniform soil thickness not over 1-1/2 in. or less than 1 in. D. Root zone shall be fertile,natural mineral soil. Peat sod is not acceptable. tow 01/28/05 F Green Tee Lift Station No.5 Rehabilitation Section 02920 City of Pearland SODDING Klotz Associates Project No.0218.026 Page 2 rol 2.03 FERTILIZER A. Commercial type, uniform in composition, free flowing, conforming to state and federal laws, and suitable for application with equipment designed for that purpose. B. Fertilizer shall contain minimum basis percentage by weight of following. 1. Prior to Seeding or Sodding: 6-24-24. a. 6%nitrogen. b. 24%phosphorous. c. 24%potash. 2. After Seeding or Sodding: 18-5-9. a. 18%nitrogen. b. 5%phosphorous. c. 24%potash. 3. 1/4 of nitrogen shall be in form of nitrates, 1/4 in form of ammonia salts, and 1/2 in form of organic nitrogen. 4. Available phosphoric acid shall be derived from super phosphate having minimum analysis of 20%available phosphate. 5. Potash shall be in form of sulfate or potash. 6. Balance of fertilizer specified above shall be materials usually present in such products, free from dust,sticks,sand,stone, and other debris. C. Coordinate N-P-K requirements with those recommended by soils test report. 2.04 MULCH FOR LAWN AREAS A. Straw or hay in air-dry condition or wood excelsior fiber, wood chips or other suitable material of similar nature substantially free of noxious weed seeds and objectional foreign matter. PART 3 EXECUTION 3.01 PLANTING SEASONS FOR SODDING A. Recommended Spring Planting Season: From time soil can be satisfactorily worked until following dates at end of planting season. 1. Lawns(Sod): March 15. B. Recommended Fall Planting Season: Commence and terminate at time listed below. 1. Lawns(Sod): October 1 to October 30. C. Perform actual sodding only when weather and soil conditions suitable in accordance with locally accepted practice. D. Planting season limits may be changed only with written approval of ENGINEER. 3.02 PREPARATION A. Topsoil: 1. Scarify subgrade to depth of 1 in.for bonding of subsoil with topsoil. 2. Do not commence placing topsoil or finish grading prior to completion of rough grading as specified in Section 02310—Site Grading. 3. Place or work no topsoil in frozen or muddy condition. 01/28/05 .. r Green Tee Lift Station No.5 Rehabilitation Section 02920 City of Pearland SODDING Klotz Associates Project No.0218.026 Page 3 B. Sod: 1. Level soft spots and inequalities in finished grade before sod is laid. 2. Rake in fertilizer. 3. Scarify soil to depth of 2 in. in compacted areas. 4. Water dry soil to depth of 4 in.48 hrs before sodding. 3.03 LAWN A. Topsoil/Finish Grading: 1. Rough grade areas to 4 in.below finish grade in accordance with Section 02910—Topsoil. Final 4 in. shall be topsoil. 2. Finish grade is established final grade as shown on Drawings. Grades not otherwise indicated are uniform levels or slopes between points where elevations given or between such points and existing finished grades. 3. Where Drawings show existing grades of landscaped areas are not to be changed or if new grades are less than 4 in.above existing grades,remove enough material to allow placement of 4 in.of new topsoil. If existing topsoil to required depth is undisturbed and of equal or better quality than are specified,existing topsoil may be left in-place and use only enough new topsoil to bring these areas up to grade. 4. Grade,rake,and roll with roller weighing not more than 100 lbs/lin ft and not less than 25 lbs/lin ft. 5. Maximum allowable variation from correct elevation is 1/2 in. in 10 ft. B. Spreading Fertilizer: 1. Apply fertilizer and lime in accordance with recommendations of soils test report. C. Mulching: 1. Mulch lawn areas within 3 days after seeding has been completed. 2. Place mulch loose or open enough to allow some sunlight to penetrate and air to slowly circulate, but thick enough to shade ground,conserve soil moisture,and prevent or reduce erosion. 3. Do not mulch during periods of excessively high winds which would preclude proper placing of mulch. D. Sodding: 1. Place sod where shown on Drawings. 2. Lay so no voids occur,tamp or roll,and water. 3. Complete surfaces true to finished grade,even and firm. 4. Hold sod, on slopes steeper than 3 to 1,in place by wooden pegs driven through sod into soil until flush with top of sod or by other approved method. 5. Do not stretch or pull to distort length as cut in field. 6. Stagger joints. 7. Roll sod,except on pegged areas,with roller weighing not more than 150 lbs/ft of roller width. 3.04 WATERING A. Provide water and furnish hose,equipment, attachments, and accessories for irrigation of lawns and planted areas. B. Water during course of working day. C. Leave job thoroughly soaked at close of each working day. 01/28/05 r 1 T'? Green Tee Lift Station No.5 Rehabilitation Section 02920 City of Pearland SODDING Klotz Associates Project No.0218.026 Page 4 1 3.05 PROTECTION A. Protect sodded areas against damage by trespass and other Work until accepted by OWNER. • B. Replace,repair,restake or replant damaged sodding. C. Protect slopes and embankments against erosion until Work is accepted. Repair eroded portions of sodded areas by refilling,resodding,and remulching,as required by condition.Protection may be by -- installation of sod strips or other methods. 3.06 FIELD QUALITY CONTROL A. Testing: r� 1. Test areas to be sodded. a. Submit soil sample to certified soils consultant to determine fertilizer and lime requirements. b. Submit 1 sample for every 5 acres consisting of composite of 5 test borings 8 in. deep. "rt 3.07 CLEANING r-]A. Remove soil or similar material brought onto paved areas,keeping these areas broom clean. B. Prepare lawns and planting areas for final inspection. 3.08 MAINTENANCE f A. Maintenance shall begin immediately following installation for each portion of lawn and each plant. Continue until substantial completion. B. Maintain lawns by watering,mowing, and replanting as may necessary to produce uniform stand of grass until Work accepted. ''~ I. First mow when average height of grass reaches 3in. 2. Perform interim mowings (2 times minimum), as needed, to maintain grass height at 2 to 2-1/2 in. 3. Continue appearance mowing until lawn area has well established growth and has been accepted ! by OWNER. - a. For purposes of establishing standard,scattered bare spots,none larger than 1 sq ft,will be allowed up to maximum of 3%of lawn area. C. After completion of required interim mowings,apply 18-5-9 commercial fertilizer uniformly at rate of 15 lbs/1,000 sq ft to turf areas using mechanical spreader and making 2 passes at right angles to each other. D. Maintain new plantings by watering,weeding,cultivating,mulching,tightening,and repairing of guys, removal of planting saucer,and other necessary operations. E. Top dress and resod excessive cracks appearing upon shrinkage. * * *END OF SECTION * * * re, 01/28/05 1 r • Green Tee Lift Station No.5 Rehabilitation Section 03200 City of Pearland CONCRETE REINFORCEMENT Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 REFERENCES A. American Concrete Institute(ACI): 1. 117-90-Standard Specification for Tolerances for Concrete Construction and Materials. 2. 318-92-Building Code Requirements for Reinforced Concrete. 3. SP-66-88-ACI Detailing Manual. B. American Society for Testing and Materials(ASTM): 1. A185 REV A-90- Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement. 2. A370-92-Standard Test Methods and Definitions for Mechanical Testing of Steel Products. 3. A615 REV A-92-Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 4. A706 REV B-92- Standard Specification For Low-Alloy Steel Deformed Bars for Concrete Reinforcement. C. American Welding Society(AWS): 1. D1.4-92-Structural Welding Code Reinforcing Steel. D. Concrete Reinforcing Steel Institute(CRSI): 1. Placing Reinforcing Bars. 1.02 SUBMITTALS A. Shop Drawings: 1. Conform to ACI SP-66 showing bending diagrams; assembly diagrams; location diagrams; splicing and laps of bars,shapes,and dimensions;and details for bar reinforcing,stirrup spacing, accessories,and openings. 2. Coordinate bar splicing and placement with CONTRACTOR'S concrete placing schedule and joint locations. 3. Submit with construction joint submittals required in Section 03300—Cast-In-Place Concrete. 4. Unless otherwise approved by ENGINEER,each submittal shall include all reinforcement for individual structures they pertain to. B. Product Data: 1. Dowel bar splicer system and reinforcing bar splicer laboratory reports and manufacturer's product data. C. Miscellaneous Submittals: I. Welder's certification in accordance with AWS D1.4 prior to welding when welding indicated, specified or approved by ENGINEER. D. Mill Certifications: 1. Submit for each lot of reinforcing bars used per ASTM A615 and A706. E. Submit in accordance with Section 01300. t'^ Klotz Associates Std,06/01 01/28/05 Green Tee Lift Station No.5 Rehabilitation Section 03200 City of Pearland CONCRETE REINFORCEMENT Klotz Associates Project No. 0218.026 Page 2 1.03 DELIVERY,STORAGE,AND HANDLING A. Store reinforcing steel on supports above ground;cover and keep clean. " ' PART 2 PRODUCTS r+� 2.01 MATERIALS A. Steel Reinforcing Bars: 1. Deformed bars conforming to ASTM A615,Grade 60. 2. Reinforcing Bars to be Welded: ASTM A706 and AWS D1.4. B. Smooth Dowels: Plain bars conforming to ASTM A615, Grade 60. C. Welded Wire Fabric(WWF): ASTM A185. 1. Unless other size noted, whenever welded wire fabric is called for, it shall be 6 x 6 - W2.9 x W2.9. _ 1 2. Provide welded wire fabric heavier than W2.9 in flat sheets. r-r D. Reinforcing Supports: 1. Exterior exposed surfaces,surfaces in contact with earth or liquid,and interior exposed surfaces • J in humid areas shall have all plastic or stainless steel supports. 2. Interior exposed surfaces in dry areas shall have all plastic,stainless steel,or plastic tipped steel supports. J E. Reinforcing Tension Bar Splicers: 1. Manufacturers: a. Cadweld or Lenton rebar splicers by Erico Products,Inc. ti b. Dayton Barsplice,Inc. c. Or equal. 2. Develop minimum 125%of yield capacity of bars spliced in tension when tested as assembly in accordance with ASTM A370 and A615. F. Dowel Bar Splicer Systems: 1. Manufacturers: a. DB-SAE splicer system by Richmond Screw Anchor Company,Inc. b. C2D rebar flange coupler by Williams Form Engineering Corporation. c. Lenton Form Saver by Erico Products, Inc. d. Or equal. 2. Develop minimum 125%yield capacity of dowels when tested as assembly in accordance with ASTM A370 and A615. J G. Lap Splice Connection Systems: 1. Manufacturers: a. Systems Intersect by Dayton Superior. b. Stabox by Rebar Coupler Box,Inc. c. Or equal. 2. Prefabricated plastic or metal boxes containing prefabricated,rebendable quality anchorage and lap splice reinforcement conforming to ACI 318 and ASTM 615 or A706. Klotz Associates Std,06/01 01/28/05 I r 7 Green Tee Lift Station No.5 Rehabilitation Section 03200 City of Pearland CONCRETE REINFORCEMENT _ Klotz Associates Project No. 0218.026 Page 3 rill L 2.02 FABRICATION fi A. Fabricate to schedules and details on Drawings and in accordance with ACI 318. i ,r.• PART 3 EXECUTION 3.01 PLACEMENT 7A. Placement of reinforcing steel shall be approved by ENGINEER before covered with concrete. B. Correct displacement of reinforcement p o ement prior to and during concrete pouring operations. Maintain clear cover as noted on Drawings. Tolerances shall be in accordance with ACI 117 and ACI 318,unless rnoted otherwise. C.: Support reinforcing steel in accordance with CRSI"Placing Reinforcing Bars"with maximum spacing 7 of 4 ft-0 in. D. Tie reinforcingsteel at intersections " m accordance with CRSI"Placing Reinforcing Bars. 1. Maximum Tie Spacing for Footings,Walls,and Columns: Every third intersection or 3 ft-0 in. L 2. Maximum Spacing for Slabs and Other Work: Every fourth intersection or 3 ft-0 in. 3. Tie each dowel in-place. E. Locate reinforcing to avoid interference with items drilled in later,such as concrete anchors. 7 F. Reinforcement shall be continuous through construction joints. 7 G. Reinforcement may be spliced at construction joints provided that the entire lap is placed within only 1 pour. 1"` H. Extend welded wire fabric to within 2 in.of edges of slab or section. Lap sheets at least 12 in.or 2-wire Lspaces,whichever is greater,at ends and edges and wire together. Stagger end laps. I. Unless shown otherwise on Drawings,place welded wire fabric between upper third point and mid- 7 point of slab. Welded wire fabric placement on subgrade and pulling up during concrete placement not allowed. [14 J. Use concrete brick for supporting bottom mat reinforcing on grade. Use bolsters or chairs supported on concrete brick or tied to bottom mat for supporting upper reinforcing mat on grade. Use bolsters or chairs for supporting reinforcing on mud slabs,metal deck,and forming. K. Dowel bar splicer systems may be substituted for dowels at CONTRACTOR'S option when approved by ENGINEER. 7 L. Reinforcing bar splicers may be substituted for lapped splices at CONTRACTOR'S option when approved by ENGINEER. Stagger splices. M. Lap splice connection systems may be substituted for dowels at CONTRACTOR option when T., approved by ENGINEER. 1. Use limited to non-stressed,redundant structurally non-critical areas,at wall-to-wall and/or wall- to-slab construction joints. to- 2. Use limited to size Nos.3,4,and 5 reinforcement bars. Klotz Associates Std,06/01 01/28/05 7 \ Ion Green Tee Lift Station No.5 Rehabilitation Section 03200 City of Pearland CONCRETE REINFORCEMENT Klotz Associates Project No.0218.026 Page 4 0*1 3. Reinforcement must be bent about preferred weak axis. 4. Reinforcement shall be field straightened in accordance with manufacturer's written recommendations at temperature above 32°F. �+ 5. Reinforcement maybe rebent only once. 6. Key size and lap length shall be as detailed. N. Do not field bend bars, including bars partially embedded in concrete unless indicated. O. Do not place bars having kinks and bends other than shown on approved Shop Drawings. r-1 P. Welding of reinforcing bars permitted only where indicated or as otherwise approved by ENGINEER. Weld in accordance with AWS D1.4. Q. Weld reinforcing steel only by welders certified in accordance with AWS D1.4. R. Tack welding reinforcement prohibited. *'D S. Reinforcement shall be clean and free from loose mill scale,dirt,grease,oil,form release agent,dried concrete or any material reducing bond with concrete. * * *END OF SECTION* * * 1 Klotz Associates Std,06/01 01/28/05 1 r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE t Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 REFERENCES A. American Concrete Institute(ACI): 1. 117-90-Standard Specifications for Tolerances for Concrete Construction and Materials. 2. 211.1-91 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. 3. 214-77-Recommended Practice for Evaluation of Strength Test Results of Concrete. 4. 302.IR-89-Guide for Concrete Floor and Slab Construction. 5. 304 R-89-Guide for Measuring,Mixing,Transporting,and Placing Concrete. 6. 305R-91 -Hot Weather Concreting. 7. 306R-88-Cold Weather Concreting. 8. 308-92-Standard Practice for Curing Concrete. 9. 318-92-Building Code Requirements for Reinforced Concrete. -{117. 10. 347R-88-Guide to Formwork for Concrete. B. American Society for Testing and Materials(ASTM): 1. C31-91 -Standard Practice for Making and Curing Concrete Test Specimens in the Field. 2. C33-92-Standard Specification for Concrete Aggregates. 3. C39-86-Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 4. C94-92-Standard Specification for Ready-Mixed Concrete. 5. C143 REV A-90-Standard Test Method for Slump of Hydraulic Cement Concrete. 6. C150-92-Standard Specification for Portland Cement. 7. C156-91 -Standard Test Method for Water Retention by Concrete Curing Materials. 8. C172-90-Standard Practice for Sampling Freshly Mixed Concrete. 9. C231 REV B-91 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 10. C260-86-Standard Specification for Air-Entraining Admixtures for Concrete. 761 11. C309-91 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete. 12. C494-92-Standard Specification for Chemical Admixtures for Concrete. 13. C618 REV B-92-Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as Mineral Admixture in Portland Cement Concrete. • 14. C845-90-Standard Specification for Expansive Hydraulic Cement. 15. C881-90-Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete. 16. C1017-92 - Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete. 17. C 1059-91 -Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete. 18. C1116-91 -Standard Specification for Fiber-Reinforced Concrete and Shotcrete. 19. D1751-83 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction(Nonextruding and Resilient Bituminous Types). 20. D1752-84- Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. C. U.S.Army Corps of Engineers(CRD): 1. C513-74-Specification for Rubber Waterstops. 2. C572-74-Specification for Polyvinyl Chloride Waterstop. Klotz Associates Std,06/01 01/25/05 F Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No. 0218.026 Page 2 D. Federal Specifications(FS): 1. UU-B-790A-Building Paper,Vegetable Fiber(Kraft,Waterproofed,Water Repellent,and Fire t•-` Resistant). E. National Ready Mixed Concrete Association(NRMCA). ra 1.02 SYSTEM DESCRIPTION A. Tolerances: 1. Conform to requirements of ACI 117. 2. Concrete slabs shall be within 3/16 in.of 10-ft straightedge in all directions except where slabs are dished for drains. Deviations from elevation indicated shall not exceed 3/4 in. 3. Floor tolerances shall be by F-number system. a. Slabs on grade and formed slabs without camber. I Overall Local r'7 Troweled Finish FF25 FL20 FF18 FL14 j Float Finish FF18 FL15 FF13 FL10 b. The F-number not applicable to sloped surfaces and cambered surfaces. c. Deviation from elevation shall not exceed 3/4 in. 4. Pitch floor to floor drains minimum of 1/8 in./ft or as shown on Drawings. Minimum thickness of slabs and depth of beams shall be as dimensioned on Drawings. Pitch bottom of slab or beam to match top slope of slab or beam to maintain thickness or depth noted. As an alternate,bottom of slab or beam may be poured level provided that minimum thickness or depth is maintained. 1.03 SUBMITTALS A. Shop Drawings: 1. Construction Joints: Sequence of placing concrete and location and details ofjoints,openings,and embedded items not shown on Drawings. Coordinate sequence of placement and joint location with reinforcement Shop Drawings. Submit with reinforcement submittals required in Section 03200—Concrete Reinforcement. 2. Control Joints in Slabs on Grade: Location and details ofjoints. 3. Verification of Mix Design: • a. Proposed mix design for each class of concrete to be used as specified using designations indicated. Provide dry weight of cement,saturated surface dry weight of coarse and fine aggregates, brand name and quantity of admixtures when applicable, fly ash when applicable,gallons of water required for 1 cu yd of concrete, and chloride ion content. b. Test data supporting proportions of design mixes (excluding Class AA) based on laboratory trial batches in accordance with ACI 318, Chapter 5. c. As alternative to test data based on laboratory trial batches, test data supporting proportions of design mixes based on past field experience in accordance with ACI 318, Chapter 5 may be submitted. If this data,in ENGINEER'S opinion,is not in accordance with ACI 318,ENGINEER will require submittal of test data based on trial batches. d. Submit with admixture product data and miscellaneous submittals required herein. Klotz Associates Std,06/01 01/25/05 r?. 7 7 Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No. 0218.026 Page 3 7 e. Mix design shall be approved by ENGINEER before concrete delivered to site. 7 B. Product Data: 1. Waterstop: Samples of material, splicing details, and manufacturer's literature indicating conformance with these Specifications. 2. Curing Compound,Sealers,Hardener: Proposed rate of coverage and manufacturer's literature indicating conformance with these Specifications. 3. Concrete Admixtures: a. Manufacturer's literature. .t., b. Submit with mix design. 4. High Range Water Reducers: a. Name of product and manufacturer's literature. b. Intended use area. 7 c. Name of manufacturer's on-site representative. d. Submit with mix design. 5. Miscellaneous Materials: - a. Nonslip Aggregate manufacturer's literature. 7 b. Finishing Grout manufacturer's literature. c. Bonding Compound manufacturer's literature. d. Control Joint manufacturer's literature. 7 e. Epoxy Joint Filler manufacturer's literature. f. Form Liners manufacturer's literature. C. Test Results: 7 1. Concrete test results. 2. With each load of concrete delivered, provide duplicate delivery tickets, one for CONTRACTOR and one for ENGINEER,with following information. 7 a. Date and serial number of ticket. b. Name of ready mixed concrete plant,operator,and job location. c. Type of cement,admixtures,if any,and brand name. d. Cement content, in bags/cu yd of concrete, and mix design. 7 e. Truck number,time loaded,and name of dispatcher. f. Amount of concrete in load,cu yds,delivered. g. Maximum size aggregate. h. Gallons of water added at job, if any,and slump of concrete after water was added. i. Temperature of concrete at delivery. j. Time unloaded. 7 D. Miscellaneous Submittals: 1. NRMCA certification or certificate stating plant and equipment complies with NRMCA requirements specified herein. r 2. Statement by ready mix supplier giving source and material certificates of cement and fine and coarse aggregates, including sieve analysis, that will be used in manufacture of each class of concrete. Make no changes in sources of materials. 3. Fly Ash: Source and test reports showing fly ash in compliance with these Specifications. 7 Reports shall be for actual fly ash to be used in Work. 4. Method of pumping concrete. 5. Submit with mix design. 7 E. Submit in accordance with Section 01330—Submittals. P I Klotz Associates Std,06/01 01/25/05 7 Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 4 1.04 QUALITY ASSURANCE - " A. Plant Certification: Plant or concrete supplier shall comply with requirements of National Ready Mixed Concrete Association(NRMCA) certification plan as regards material storage and handling, batching equipment, central mixer, truck mixers with counters, agitators, nonagitating units, and ticketing system. B. Concrete Testing: Testing shall be provided by OWNER in accordance this section. 1. Conduct tests on sample material in accordance with applicable ASTM methods listed below. a. Slump: ASTM C143. b. Air-Entrainment: ASTM C231. c. Compressive Strength Test: ASTM C31 (making and cylinders curing)and ASTM C39 (testing). C. Approval of use of high range water reducer and non-chloride accelerator contingent, in part, on assurances manufacturer's representative will be on-site for at least first 2 days of use and materials used within manufacturer's recommended dosage range. 1.05 PROJECT/SITE CONDITIONS A. Hot Weather: 1. Comply with ACI 305R. 2. Concrete temperature shall not exceed 90°F. 3. At air temperatures of 80°F or above,keep concrete as cool as possible during placement and curing. 4. When concrete temperatures exceed 80°F,water reducing,set retarding admixtures shall be used in accordance with manufacturer's recommendations. B. Cold Weather: 1. Comply with ACI 306R. 2. - Temperature of reinforcement,forms,fillers,and other materials in contact with concrete at time of placement shall not be less than 35°F. Preheat if temperature below 35°F. 3. Maintain air and forms in contact with concrete sections having minimum dimension less than 12 in. at temperature above 50°F for at least first 3 days and at temperature above 32°F for remainder of specified curing period. 4. Maintain air and forms in contact with concrete in more massive sections at temperature above 40°F for at least first 3 days and at temperature above 32°F for remainder of specified curing period. PART 2 PRODUCTS 2.01 MATERIALS A. Portland Cement: 1. ASTM C150. 2. Nonhydraulic Structures: Type I or II except tricalcium aluminate(C3A)content of Type I shall not exceed 12%. 3. Hydraulic Structures: Type I or II except tricalcium aluminate(C3A)content of Type I shall not exceed 8%. If this type of Type I not available,Type I with C3A content less than 12%shall be used in combination with fly ash. Klotz Associates Std,06/01 01/25/05 ems+ Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No. 0218.026 Page 5 4. Type III may be substituted for Type I when approved by ENGINEER and additional requirements for Type I stated above are met. 5. Where shrinkage-compensating concrete required, cement shall conform to ASTM C845, Type E-1(k). 6. When aggregates determined to be deleteriously reactive, as defined by Appendix XI of ASTM C33, alkali content of cement defined by Table lA of ASTM C150 shall not exceed 0.60%. B. Fly Ash: 1. ASTM C618, Class C or F including requirements of Table IA. 2. Supplemental Requirements: a. Loss on Ignition(maximum): 3%. b. Water Requirement(maximum): 100%(as percent of control). Pm c. Fineness(maximum retained on No.325 sieve): 25%. d. CaO(%)-5 (R-factor)(maximum): 1.5. Fe2O3 (%) C. Aggregates: 1. ASTM C33,modified as follows. a. Fine Aggregate: Natural sand. b. Coarse Aggregate: Crushed gravel, crushed stone or gravel, Size 467 (1-1/2 in. maximum), Size 67(3/4 in.maximum), Size 8(3/8 in.maximum). 2. Potential reactivity of aggregates shall be determined in accordance with Appendix XI of ASTM C33. D. Admixtures for Concrete: 1. Air-Entraining: ASTM C260. 2. Chemical Admixtures: Optional,ASTM C494,non-corrosive and chloride free. 3. Chemical Admixtures for Flowing Concrete,ASTM C1017: a. Type 1,Water reducing,high range. b. Type 2,Water reducing and retarding,high range. E. Water: Potable. F. Premolded Joint Filler: 1. ASTM D1751. 2. ASTM D1752,Type I,II or III. 3. Closed cell polyethylene. G. Waterstops: 1. Virgin polyvinyl chloride(PVC)waterstop conforming to CRD C572. 2. Rubber waterstop conforming to CRD C513. 3. Construction and Contraction Joints: Rubber or PVC, dumbell or serrated type,6 in.wide by 3/8 in.thick,at center. If 4-in.wide waterstop indicated on Drawings,it shall be 3/16 in:thick at center. 4. Expansion Joints: Rubber,dumbell type,9 in.wide by 3/8 in.thick at center,with 3/4 in.inside dia hollow center bulb. 5. Use gasket type waterstop only where noted on Drawings. Waterstop shall be glued and nailed to substrate. 6. Provide prefabricated tees,crosses,and other configurations as required. Splice in accordance with manufacturer's written instructions. Klotz Associates Std,06/01 01/25/05 • 4 Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 6 H. Nonslip Aggregate: . 1. Manufacturers: a. Grip-It by L&M Construction Chemicals, Inc. b. Frictex NS by Sonneborn. c. Non-Slip Aggregate by Euclid Chemical Company. d. Emery NS by Dayton Superior. e. Or equal. rq 2. Minimum 50%aluminum oxide content. _1 I. Clear Floor Hardener: 1. Manufacturers: a. Flouhard by L&M Construction Chemicals,Inc. b. Saniseal by Master Builders Company. c. Lapidolith by Sonneborn. d. Day-Chem Hardener J-15 by Dayton Superior. e. Penalith by W.R.Meadows. f. Fluosilicate by Symons. a"? g. Or equal. 2. Colorless, aqueous solution of zinc or magnesium fluosilicate. 3. Each gal of fluosilicate solution shall contain not less than 2 lbs of crystals. �II J. Floor Sealer: 1. Manufacturers: a. Sikagard Cure/Hard by Sika Corporation. r� b. Kure-N-Seal by Sonneborn. c. Cure and Seal by Symons. d. Dress and Seal 18 by L&M Construction Materials,Inc. e. Tuf-Seal J-35 by Dayton Superior. r" f. Or equal. K. Membrane Forming Curing Compound: ,..� 1. Manufacturers: a. Dress and Seal 30 by L&M Construction Materials,Inc. b. Super Pilo-Cure by Euclid Chemical Company. c. Master Kure by Master Builders. d. Kure-N-Seal 30 by Sonneborn. _Ili e. Or equal. 2. ASTM C309,and compatible with scheduled finishes and coatings,except permeability shall not exceed 0.39 kg/m2/72 hrs. L. Finishing Grout: 1. Manufacturers: a. Thoroseal with Acryl 60 by Thoro. b. Concrete Finisher with AKKRO-7T by Tamms Industries Company. c. Or equal. M. Cement Grout: Mixture of cement and fine sand in proportions used in concrete being fmished. N. Epoxy Bonding Compound: 1. Manufacturers: a. Sikadur Hi-Mod by Sika Corporation. b. Epoxtite 2362 by A.C.Horn. Klotz Associates Std,06/01 01/25/05 { r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 7 c. Euco Epoxy 452 MV or 620 by Euclid Chemical Company. d. Fresh Concrete Binder R649 by Rescon. e. Resi-Bond J-58 by Dayton Superior. f. Epobond by L&M Construction Materials, Inc. g. Or equal. 2. Use when joining new to existing concrete. 3. Conforming to ASTM C881. O. Non-Epoxy Bonding Compound: 1. Manufacturers: a. Weld-Crete,by Larsen Products Corporation. b. Acryl 60 by Thoro. c. Acrylset by Master Builders. d. Everbond by L&M Construction Materials,Inc. e. Or equal. 2. Use when joining new to existing concrete where bonding compound cannot be placed immediately prior to pouring of new concrete. 3. Conforming to ASTM C1059 Type II. P. Preformed Control Joint Strips: 1. Manufacturers: a. Kold-Seal Zip-Per Strip by Kold-Seal Vinylex Corporation. b. Stresslock by H. Compton Company. c. Quick Strip by Schlegel Corporation. d. Or equal. 2. Plastic joint former with locking tabs. 3. Depth: 1/4 of slab thickness. Q. Epoxy Joint Filler: 1. Manufacturers: a. Euco Epoxy 600 or 700 by Euclid Chemical Company. b. Sikadur 51 by Sika Corporation. c. MM80 by Metzger/McGuire. d. Flexresin R810 or Flexresin Paste R811 by Symons. e. Epoflex of Everjoint by L&M Construction Materials,Inc. f. Poxy-Fil J-52 by Dayton Superior. g. Or equal. 2. Minimum Shore Hardness of 70. R. Evaporation Retardant: 1. Manufacturers: a. Econ by L&M Construction Materials,Inc. b. Confilm by Master Builders. c. Eucobar by Euclid Chemical Company. d. Or equal. S. Fiber Reinforcement: 1. Manufacturers: a. W.R.Grace&Co. b. Fiberresh Company. c. Euclid Chemical Company. d. Or equal. Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 8 ..,1. 2. 1/2-in.to 3/4-in.collated fibrillated virgin polypropylene fibers. - 3. ASTM C1116 Type III. 4. Underwriters Laboratories rated. 2.02 CONCRETE MIX DESIGN A. Concrete Mix: Measure and combine cements,aggregates,water,and admixtures in accordance with ASTM C94 and ACI 211.1. 1. Cement: When used in exposed concrete shall be one brand from one source. Do not mix different cements in same element or portion of Work. 2. Water-Cement Ratio: 0.45 maximum. If fly ash is used, water-cement plus fly ash ratio 0.45 maximum. 3. Air-Entrainment: Air-entrain concrete exposed to freezing or liquid containment. 4. Chemical Admixtures: Use is optional to aid concrete properties and allow for efficient placement. Manner of use and amount shall be in accordance with manufacturer's written recommendations and as approved by ENGINEER. Do not use admixtures which increase early shrinkage or negatively affect finishing. ~°r 5. Fly Ash: Use is optional unless otherwise noted. Combine fly ash with cement at rate of 1.5 lbs fly ash/lb reduction in cement. Amount of fly ash shall not be less than 15%nor more than 25% of weight of cement plus fly ash. When fly ash is used, minimum amount of cement given in table for Class of Concrete may be proportionately reduced. 6. Use no admixture other than specified,unless approved by ENGINEER. B. Class of Concrete: 1. Furnish in accordance with table. Cement contents listed are minimum values and shall be increased as required to attain other specified characteristics. 2. Air contents listed are for concrete requiring air-entrainment as specified herein. If high range water reducing admixture is used,contents listed shall be maintained after addition of admixture. 3. Slumps listed are maximum, except when high range water reducer is used. Maximum slump when high range water reducer is used, 10 in. 4. Chloride ion content shall not exceed values listed in ACI 318,Table 4.3.1. 1 Klotz Associates Std,06/01 01/25/05 7 7 Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 9 7 Minimum 7 Compressive Coarse Air Strength Aggregate Cement Content Slump Class (psi) (size No.) Factor (%) (in.) (bags/cu yd) 7 Al 4,000 467 5.5 5'/2±l 3±1 7 Bl F 3,000 467 4.5 5'/zfl 3f1 1,500 67 2.25 7_ C. Concrete Usage: 1. As indicated in drawings. 2.03 MODIFICATION OF MIX DESIGN 7 A. After sufficient test data available from Project,provisions ofACI 214 may be used to reduce amount by which average strength must exceed specified 28-day compressive strength provided. �". 1. Probable frequency of strength tests more than 500 psi below specified 28-day compressive - strength will not exceed 1 in 100. 2. Probable frequency of average of 3 consecutive strength tests below specified 28-day 7 compressive strength will not exceed 1 in 100. B. Do not reduce cement content below minimum amount specified except as allowed in combination with fly ash. fal C. Submit verification of mix design as described in Part 1 of this section. 7 2.04 MIXING AND DELIVERY A. Use ready mixed concrete. B. Deliver and complete discharge within 1-1/2 hrs of commencing of mixing or before 300 revolutions of 7 drum or blades,whichever comes first. Includes revolutions required by transit mix trucks.Limitations may be waived by ENGINEER if concrete slump,after 1-1/2 hrs or 300-revolution limit reached,that r concrete can be placed without addition of water. In hot weather, time or number of revolutions criteria may be reduced by ENGINEER. C. Do not add water on-site unless slump and water-cement ratio, after addition of water, are below 7 maximum allowed. If water added,mix concrete at site additional 30 revolutions of drum. D. Deliver concrete to site having temperature not less than 50°F nor greater than 90°F. 7 E. If high range water-reducing admixture added on-site,mix concrete at site additional 85 revolutions of drum after addition of high range water-reducing admixture. 7 2.05 MASS CONCRETE A. Definition: Concrete sections of 4 feet or more in the least dimension. rKlotz Associates Std,06/01 01/25/05 7 n Green Tee Lift Station No. 5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 10 B. Do not use high early-strength cement(Type III)or accelerating admixtures. C. Use high-range water-reducing admixture (superplasticizer)to minimize water content and cement content. D. Specified water-reducing retarding admisture may be required to prevent cold joints when placing large ry quantities of concrete, to permit revibration of concrete, to offset effects of high temperature in concrete or weather,and to reduce maximum temperature or rapid temperature rise. -• 7 PART 3 EXECUTION 3.01 FORMS A. Formwork design, detailing, and installation shall be CONTRACTOR'S responsibility and shall conform to requirements of ACI 347R. B. Materials and Construction: Type of forms used is CONTRACTOR'S option, except as otherwise indicated below or on Drawings. Plywood and other wood surfaces shall have smooth,level surfaces treated with form oil or sealer to produce clean release of concrete from forms. r-1 1. Where walls remain exposed use plywood, prefabricated metal or wood forms. Do not use boards. 2. Use bolts,rods or other approved devices for form ties. Plastic cone snap ties are approved as form ties. Ties for liquid holding structures or dry structures below grade shall have integral waterstop. Do not use wire ties on exposed concrete. 3. Ties shall be removed minimum of 1 in.from formed surface. Removal of ties shall leave holes clean cut and without appreciable spalling at face of concrete. Provide plastic cone or other ro) approved device. 4. Provide 3/4 in. chamfer on external corners of exposed concrete walls, beams, columns, --I equipment bases and exposed edges of construction joints. Do not chamfer columns flush with concrete block walls. 5. Provide openings at base of vertical forms as access for cleaning and inspection of forms and reinforcing prior to depositing concrete. C. Treat or Wet Contact Forms: Coat plywood and wood moldings with non-staining form release agent. Apply release agent before reinforcement is placed. -+ D. Repairing and Cleaning: Clean,patch,and repair form material before reusing. E. Workmanship: 1. Formwork shall prevent leakage of mortar, shall not deflect under weight of concrete and ,.,1 workman,and shall withstand fluid pressures of concrete. 2. Removal of wall ties shall leave holes clean cut and without appreciable spalling at face of concrete. 3.02 PATTERNED CONCRETE A. Install and remove form liners in accordance with manufacturer's recommendations. B. Form liners shall be covered and protected as recommended by manufacturer when not in use. Klotz Associates Std,06/01 01/25/05 rj r Green Tee Lift Station No. 5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No. 0218.026 Page 11 C. Rustication strips shall be used at all joints and edges of panels. Butt joints between panels are not allowed. D. Position form liner against formwork so edges,pattern,and joints are square. E. Seal joints and edges to prevent grout leakage. F. Plan formwork so ties are located at rustications,grooves,or other areas to minimize visual effect.Tie dia and location shall be coordinated with rib width and location, and approved by form liner l.r manufacturer. G. Clear cover for reinforcement shall be 2 in. Care shall be taken to provide adequate clear cover at all points of liner. H. Pour shall never be stopped part way up liner. I. Dress joints and edges to match pattern features. 3.03 SUBGRADE PREPARATION A. Subgrade and bedding shall be compacted and free of frost. If placement allowed at temperatures below freezing, provide temporary heat and protection to remove frost. Do not place concrete on frozen material. B. Provide seal slabs where noted,where necessary,and when required by ENGINEER to obtain dry and stable working platform for placement of slabs on grade. Mud slabs shall be 3 inch thick minimum. Provide vapor barrier between seal slabs and subgrade. C. Provide vapor barrier between subgrade and slabs where noted on Drawings,overlap joints minimum of 6 inches. D. Where vapor barrier not noted,at CONTRACTOR'S option,provide vapor barrier or soak subgrade evening before placement and sprinkle ahead of placement of concrete. E. Remove standing water, ice,mud, and foreign matter before concrete deposited. 3.04 PLACING CONCRETE r, A. Notify ENGINEER 24 hrs in advance of placing operation. B. Place concrete, except as modified herein,in accordance with ACI 304R,Chapter V. C. Concrete will not be allowed to drop freely where reinforcing will cause segregation of mix. 1. Superplasticized Concrete: 10-ft maximum drop. 2. Other Concrete: 5-ft maximum drop. D. If pumping to be used,do not use aluminum piping for delivery system. E. When placing of concrete temporarily halted or delayed, provide construction joints as shown on Drawings and as specified. F. Place in lifts not exceeding;4 in.and compact with internal mechanical vibrator equipment. Klotz Associates Std,06/01 01/25/05 F Green Tee Lift Station No. 5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No. 0218.026 Page 12 1. Insert vibrator so area visibly affected by vibrator overlaps adjacent just-vibrated area by a few - • inches. 2. Beams shall be vibrated separately before slab placement. Place slab concrete after vibrating beam,but before beam concrete reaches initial set. 3. Slabs: Insert vibrators for full depth of slab. Allow vibrator to penetrate slab into previously placed beams. P"1 4. Walls: Insert vibrators along each face(i.e.,just behind reinforcing)and allow vibrator to sink into previous lifts as deep as will easily penetrate. 5. Along Waterstop: Insert vibrators along full length of waterstop alternating on each side at 12-in.maximum centers. 6. Do not spread concrete with vibrators. G. Minimum of 2 hrs shall elapse after depositing concrete in columns and walls before depositing concrete in adjoining beams,girders or slabs,unless otherwise approved by ENGINEER. 71 H. If in process of pouring wall, pour is stopped unexpectedly, leave surface of joint level but rough. Roughened surface shall have amplitude of 1/4-in.minimum. Before depositing new concrete against r-1 hardened concrete,retighten forms and place 2-in. layer of Class AA concrete. Provide waterstop in locations as specified herein. I. Provide bonding compound between new and hardened or existing concrete where shown on Drawings. J. When hot and/or wind conditions will result in evaporation of 0.2 lb/sf/hr or more, evaporation retardant shall be used in accordance with manufacturer's recommendations to minimize plastic shrinkage cracking. 3.05 JOINTS A. Unless otherwise noted,construction joints shown are optional. Joints not shown on Drawings shall be approved by ENGINEER. Locate to miss splices in reinforcement. Provide waterstops in locations shown on drawings and specified herein. B. Limit size of concrete pours. Follow method and pattern of joint placement as shown in the drawings. C. Before concrete placed,construction joints shall be cleaned and laitance removed and surface wetted. Remove standing water. -J D. Locate construction joints in floors within middle third of span. Construction joints in floors "1 supported by walls may be located at center of wall with ENGINEER'S approval. E. Construction joints in beams shall be offset minimum distance of 2 times width of intersecting beams. F. Locate vertical construction joints in walls minimum of one-half wall height from corners or other intersecting walls or at midpoint between corners or intersecting walls. Locate horizontal joints in walls within middle third of wall height. r`} G. Beams,shall be placed monolithically as part of slab system,unless otherwise indicated on Drawings. H. Construction joints shall have keys or roughened surfaces. Use keys where shown on drawings. Use roughened surface elsewhere. Where roughened surface used,surface shall have amplitude of 1/4 in. _ minimum. Klotz Associates Std,06/01 01/25/05 _ r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 13 I. Make control joints in slabs on grade of preformed control joint strips set flush with finished surface, by construction joint,by tooled joint,or cut 1/4 in.wide joints with diamond saw within 12 hrs after pouring. 1. Cut alternate reinforcing bars or wires crossing joint. 2. Provide preformed control joint strip in full length unspliced pieces unless special splice designed to prevent misalignment of splice joint. 3. Control joints shall be 1/4 depth of slab,unless shown otherwise on Drawings. 4. Fill construction joint,tooled joint,and sawed control joints with epoxy joint filler. 5. Space joints as shown on Drawings. J. Install premolded joint filler where noted in accordance with manufacturer's recommendations. Joint filler shall be compatible with sealant and suitable for intended purpose. K. Clean and prime joints in accordance with manufacturer's written instructions before applying sealant. 3.06 WATERSTOPS A. Provide waterstop in construction joints in: 1. Locations shown on drawings. 2. Walls and slabs separating liquid from earth or air. B. Installation: Secure in-place. Place wire tie holes, if used,within l in.of edge. C. Splice joints in waterstop to form continuous watertight diaphragm. Splice in accordance with manufacturer's recommendations. Spark test joints as required by ENGINEER. 3.07 EMBEDDED ITEMS A. Cast pipe and other embedded items into concrete as placement progresses. Do not provide blockouts unless specifically noted on Drawings. B. Following restrictions shall be adhered to,except for slabs on grade,unless otherwise noted. 1. No duct,conduit,pipe or fitting placed vertically shall be larger in cross-sectional area than 4% of column into which it is placed. 2. Duct, conduit, pipe, and fittings,when placed within slab and walls, shall not be larger than 1/3 thickness of slab or wall nor placed closer than 3 outside dia clear from each other. 3. Reinforcing steel shall be in-place before embedded items placed and reinforcing cut or removed shall be replaced with additional reinforcing as indicated on Drawings or approved by ENGINEER. 4. Do not pass sleeves through columns without ENGINEER'S approval. C. Do not place ducts,conduits,and pipes in slabs on grade. Place minimum 4 in.under bottom of slab. D. Set items such as bolts,anchors,piping,and frames in concrete as shown on Drawings. E. Set miscellaneous items according to templates and setting diagrams. F. Place items constructed of dissimilar metals to avoid physical contact with reinforcing. Secure item and reinforcing to ensure they will not shift and come into contact during pouring. Contact between reinforcing and other metal, other than bare, coated or plated carbon steel not permitted, unless approved by ENGINEER. Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No. 0218.026 Page 14 1-7 G. Support wall pipes from formwork to prevent contact with reinforcing. _' 3.08 REPAIR OF SURFACE DEFECTS A. General: 1. Prior to starting repair work, except as specified otherwise, obtain ENGINEER'S approval of proposed repair techniques and mixes. r1 2. Develop patching techniques and mixes on portion of as-cast surface selected by ENGINEER for this purpose. Dress surface of patches remaining exposed to view to match color and texture of adjacent surfaces. B. Tie Holes: 1. Fill tie holes,except where sealant is indicated,with patching mortar. C. Defective Areas: 4 1. Remove honeycombing, stone pockets, spalls, and other defective concrete down to sound concrete. If chipping required,make edges perpendicular to surface. Do not feather edges. 2. Fill defective area with patching mortar. D. Blockouts at Pipes or Other Penetrations: 1. Fill with nonshrink grout. �} 2. Match appearance to adjacent concrete on exposed surfaces. 3. Conform to details shown. E. Leaks or Wet Spots: 1. Patch and repair areas where leaks or wet spots have occurred in structures. I' 2. Repair method shall be CONTRACTOR'S,subject to requirements of these Specifications and review by ENGINEER. 3.09 FINISHING SLABS AND FLATWORK A. Slab Finishes: Description Concrete Finish r.1 Depressed Setting Beds for Ceramic Tile Float Surfaces to Receive Grout or Topping Float Submerged Slabs Float Depressed Areas for Floor Mats 1 Troweling Floor Coverings(Carpet,Resilient Tile,Quarry Tile, and 1 Troweling Seamless Granular Epoxy) Sealer Applied Floors and Slabs 3 Trowelings ion Exterior Exposed Slabs Float and Broom Finish Exterior Stairs,Ramps,Walks Float and Broom Finish �} Interior Stairs and Ramps(where concrete has no subsequent 1 Troweling and Broom Finish 7 fmish) Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 15 B. After placement, screed concrete with straightedges,power strike-offs or vibrating screeds. C. After screeding,bull float or darby surface to eliminate ridges and to fill in voids left by screeding. D. Float: 1. Use magnesium or aluminum hand floats or power floats with slip on float shoes after concrete has stiffened to point where 1/4 in. maximum indentation can be imparted by normal foot pressure. Do not use combination blades for floating. 2. Float finish shall result in uniform smooth granular texture. 3. After floating,check slab tolerances with 10-ft straightedge. Fill low spots with fresh concrete. 4. Do not sprinkle with dry cement or add water. E. Trowel: 1. Use steel trowels after floating. 2. Initial Troweling: Power or hand with trowel blade kept flat against concrete surface to prevent washboard or chatter effect. 3. Second Troweling: By power if 3 trowelings scheduled,by hand if 2 trowelings scheduled. ({ 4. Third Troweling: By hand and continue until concrete consolidated to uniform,smooth,dense surface free of trowel marks and irregularities. 5. Successively trowel with trowels progressively smaller and tipped more to increase compaction of concrete surface. 6. Allow time between trowelings for concrete to become harder. F. Broom Finish: Use fine,soft-bristled broom and broom at right angles to direction of traffic to give nonskid finish. Texture shall be approved by ENGINEER. G. Heavy Broom Finish: Use steel wire or stiff coarse fiber broom and broom at right angles to direction of traffic while concrete is still soft enough to produce deep scouring. Texture shall be approved by ENGINEER. H. Nonslip Finish: Apply where shown on room finish schedule. Trowel concrete to hard finish with nonslip aggregate added in accordance with manufacturer's written instructions. After finishing,broom or score exterior work. I. Clear Floor Hardener: Apply according to manufacturer's written instructions where shown on room finish schedule. J. Floor Sealer: 1. Apply in accordance with manufacturer's written instructions. 2. Apply first coat after final troweling,surface water glaze has dissipated,and when surface is hard enough to sustain foot traffic on same day as pour. 3. When floor has been water cured,apply first coat after curing has been completed. Apply within one day of floor being dry enough for application. 4. Apply second coat after Work complete and building ready for occupancy. ra K. For special coatings or finishes,see room finish schedule on Drawings. 3.10 FINISHING FORMED CONCRETE A. Ordinary Finish: Finish resulting directly from formwork for surfaces which will be hidden from view by earth,submergence in water or sewage or subsequent construction. Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 16 +-1 1. Patch honeycombing,stone pockets,form ties,spalls,and other irregularities as specified in this section and cure. 2. Where joint marks or fins on submerged surfaces exceed 1/4 in.,grind smooth. B. Smooth Finish: Interior concrete surfaces permanently exposed to view, interior surface of tanks exposed to view extending 6-in.below liquid level,and concrete surfaces scheduled to be painted. 1. After removal of forms,patch or point up defects as specified and cure. 2. Grind joint marks and fins smooth with adjacent surface. Remove oil stains and rinse surface. 3. After grinding and cleaning,dampen concrete and paint entire surface with Cement Grout. Work Cement Grout into surface with cork or other suitable float. When grout has set to where it will not be pulled out of holes or depressions,brush off surface with dry burlap or carpet. 4. Prepare surfaces to be painted in accordance with Section 09805 and paint manufacturer's +-1 requirements. C. Rubbed Finish: Exterior cast-in-place concrete surfaces permanently exposed to view extending to 6 in.below finish grade or liquid level,unless otherwise and where indicated on Drawings. �I 1. After removal of forms,patch or point up defects as specified and cure. 2. Remove joint marks,fins,and stains as described for smooth finish. 3. Apply heavy coat of Finishing Grout. After first coat has set,apply second coat. When second 7 coat has set, float to uniform texture. 4. Follow manufacturer's written instructions for finishing concrete. 5. Finish color shall be gray. D. Sandblast Finish: Bridge columns and beams. 1. Provide a medium sandblasted finish. 2. Provide a test patch 4 ft-0 in. by 4 ft-0 in. in size illustrating surface finish and texture for ,•� ENGINEER approval. 3. Provide necessary tarps or plastic sheets to protect adjacent surfaces against damage and to control dust created by sandblasting operations. 4. Exposure depth shall be sufficient to remove form marks and provide uniform texture of exposed surfaces. 5. Approximate maximum depth from form face shall be as per approved sample. 6. Sandblasting shall be by experienced operators using power machinery designed for this use. ENGINEER may require adequate proof, to his satisfaction, of competence of workmen and equipment. 7. Sandblasting materials shall be silica sand,crushed quartz,granite,or white urn sand of Type A or B(A preferred)and of a hardness of approximately 6 on MOHS scale. 8. Provide safety valves to prevent over-pressure in storage tanks, receivers, or other parts of equipment. 9. Sandblast by"flash"method,passing continuously over surfaces to provide a uniform cutting of surface without pitting aggregate. Exercise care to prevent corners or sharp edges of concrete work from being broken or unduly rounded. 10. Comply with all requirements of local governing agency relating to sandblasting or application of any kind of abrasive treatment to buildings or structures. P.1 3.11 PROTECTION AND CURING A. Protect concrete from frost and keep moist for minimum curing period of 7 days after placing in accordance with ACI 308. B. Formed Surfaces: Klotz Associates Std,06/01 01/25/05 7 7 Green Tee Lift Station No.5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 17 7 1. Wet cure by spraying surfaces during curing period as frequently as drying conditions may require to keep concrete surfaces moist. 2. Ceilings,walls,columns,and beam sides may be cured by leaving forms in-place. For vertical surfaces,apply water to run down on inside of forms, if necessary,to keep concrete wet. 7 3. After forms are removed,wet cure for remainder of curing period or apply curing compound. 4. Do not use curing compound where epoxy,urethane,mortar bed,grout,additional concrete or 7 other coatings or adhesives will be applied. C. Concrete Flatwork: tea, 1. Start curing activities as soon as free water has disappeared from surface of concrete after (}� placing and finishing. 2. Cure flatwork using liquid curing compound or wet cure. 3. Do not use curing compound where epoxy,urethane,mortar bed,grout,additional concrete or 7other coatings or adhesives will be applied. 4. Cure bottom slab of water containing structures by ponding water on slab. 7 D. Curing Compound: 1. Apply curing compound at uniform rate sufficient to comply with requirements for water retention as specified and as measured in accordance with ASTM C156. 2. Cover areas subjected to direct sunlight during curing period with ambient temperature expected 7 to exceed 80°F with white pigmented compound, others may be covered with fugitive dye compound. 7 E. Protect from damaging mechanical disturbances,particularly load stresses,heavy shock,and excessive vibration. F. Protect finished concrete surfaces from damage caused by construction equipment, materials or 7methods, and rain or running water. G. Do not load self-supporting structures to overstress concrete. 7 3.12 REMOVAL OF FORMING AND SHORING A. Do not remove forming or shoring until member supported has acquired sufficient strength to safely 7support own weight and any imposed loads. Forming shall remain in place for at least minimal time recommended by ACI 347R. In addition,forming for horizontal members such as elevated slabs and beams shall remain in place minimum of 7 days. In no case shall forming.for horizontal members be 7 removed before concrete has reached at least 70%of its specified design strength. B. Reshore areas as required to carry additional imposed loads. 7 C. Repair damage to structure caused by early removal of forming and shoring at no additional cost to OWNER. 7 3.13 FIELD QUALITY CONTROL A. Obtain samples of concrete in accordance with ASTM C172. Transport cylinders to place on-site where they can be stored under conditions affecting concrete they represent without being disturbed for 7 first 24 hrs. B. Make slump tests daily and when requested by ENGINEER,in accordance with ASTM C143. Make .7,, slump tests from same batch from which strength tests are made. Klotz Associates Std,06/01 01/25/05 7 a r Green Tee Lift Station No. 5 Rehabilitation Section 03300 City of Pearland CAST IN PLACE CONCRETE Klotz Associates Project No.0218.026 Page 18 '81 J C. When air-entrained concrete used,make air content tests daily and when requested by ENGINEER in accordance with ASTM C231. D. If measured slump or air content falls outside limits specified,make check test immediately on another portion of same sample. In event of second failure,concrete shall be considered to have failed to meet requirements of Specifications and will be rejected. E. Strength test for each class of concrete consists of 4 cured standard cylinders made from composite samples secured from single load of concrete in accordance with ASTM C172. Make compressive �1 strength tests on 1 cylinder at 7 days and 2 cylinders at 28 days. Test results at 28 days shall be average strength of 2 specimens as determined in accordance with ASTM C39, except if one (1)specimen in test shows manifest evidence of improper sampling, molding or testing, it will be disregarded. Test remaining cylinder if needed. J F. Make strength test for each following condition for each class of concrete. 1. Each day's pour. 2. Each change of source. 3. Each 100 cu yds of concrete poured. 4. When temperatures are below or expected to fall below 45°F within 48 hrs after concrete placed, make 2 additional cylinders and cure in field under conditions approximating conditions affecting concrete they represent. Test one at 7 days,other at 28 days. G. Strength level of individual class of concrete considered satisfactory if following requirements met. 1. Average of all sets of 3 consecutive strength tests equal or exceed specified 28-day compressive strength. 2. No individual strength test falls below specified 28-day compressive strength by more than 500 psi. H. If analysis of strength tests indicates above requirements are not being met, make immediate adjustments to mix. Also,if likelihood of low strength concrete is confirmed,make additional tests as required by ENGINEER to determine strength of concrete in-place in portion of structure identified with deficient cylinders. If tests and analysis verify Work in-place is not in conformance with Specifications,ENGINEER will determine whether or not Work in-place is adequate for intended use in location. If Work is determined inadequate, CONTRACTOR shall follow such remedial or replacement measures which ENGINEER may require. CONTRACTOR shall bear costs in connection with testing, engineering analyses, remedial work, and replacement required under terms of this paragraph. * * *END OF SECTION* * * Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation. Section 03602 City of Pearland NONSHRINK GROUT Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 REFERENCES A. U.S.Army Corps of Engineers(CRD): 1. C621-89-Specification for Nonshrink Grout. B. American Society for Testing and Materials(ASTM): 1. C1107 REV A-91 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout r (Nonshrink). 1.02 SUBMITTALS A. Product Data: 1. Manufacturer's literature. B. Submit in accordance with Section 01330-Submittals. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacturers: 1. Five Star Grout,U.S.Grout Corporation. 2. Sealtight 588 Grout,W.R.Meadows,Inc. 3. Masterflow 713 Grout or Set Nonshrink Grout,Master Builders. 4. Sonogrout, Sonneborn Contech. 5. Sikagrout 212, Sika Corporation. 6. Euco N-S Grout,Euclid Chemical Company. 7. Unisorb V-1 or V-2,Non-Shrink Grout,Unisorb Machinery Installation Systems. 8. Multi-Purpose Construction Grout,Symons. 9. Duragrout,L&M Construction Materials,Inc. 10. Or equal. B. Grout: 1. Cement base, nonmetallic,nongas forming,nonshrink, preblended and ready-to-use requiring only addition of water at Project site. 2. Comply with ASTM C1107 and CRD C621, Grade B or C. 3. Of moderate fluidity with minimum compressive strength of 5,000 psi at 28 days and shall not bleed. C. Water: 1. Clean and free from injurious chemicals and deleterious materials. PART 3 EXECUTION 3.01 PREPARATION A. Clean grout contact surfaces of oil, grease, scale, and other foreign matter. "Chip away unsound concrete leaving surface level but rough. L B. Underside of base plates of machinery,rails,and bolts shall be free of grease,oil,dirt or coatings. Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No. 5 Rehabilitation Section 03602 City of Pearland NONSHRINK GROUT Klotz Associates Project No.0218.026 Page 2 3.02 MIXING AND PLACING A. Mix and place in accordance with manufacturer's written instructions. B. Provide sealing materials where necessary to retain grout until hardened. C. Work grout from one side to other. Avoid trapping air under base plates. D. Remove plastic anchor bolt sleeve tops where used, and fill with grout at same time base plates are grouted. 3.03 CURING A. Cure with curing compound or as recommended by grout manufacturer. * * *END OF SECTION * * * 1. 1 1 1 1 1 1 1 Klotz Associates Std, 06/01 01/25/05 r Green Tee Lift Station No.5 Rehabilitation Section 03603 City of Pearland PATCHING MORTAR Klotz Associates Project No. 0218.026 Page 1 PART I GENERAL 1.01 SUMMARY A. Section Includes: 1. Polymer modified,cementitious,fast setting,mortar for repair of concrete surfaces. 1.02 SUBMITTALS A. Product Data: 1. Manufacturer's literature. B. Submit in accordance with Section 01330-Submittals. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacturers: 1. Sikatop,by Sika Corporation. 2. Duratop,by L&M Construction Chemicals. 3. Or equal. B. Polymer modified cementitious system consisting of 2 components. 1. Component A: Liquid polymer emulsion of acrylic copolymer base and additives. 2. Component B: Blend of selected Portland cements, specially graded aggregates, organic accelerator,and admixtures for controlling setting time,water reducers for workability,and cor- rosion inhibitor. 3. System shall not contain chlorides,nitrates,added gypsum,added lime or high alumina cements. System shall be noncombustible,before or after cure. 4. Color: Concrete gray. • 5. Minimum Compressive Strength: 5,000 psi. 6. Bond Strength: 100%concrete substrate failure(pull off method),minimum 400 psi. 7. System shall not produce vapor barrier, shall be thermally compatible with concrete, and freeze-thaw resistant. PART 3 EXECUTION 3.01 PREPARATION A. Prepare surface in accordance with manufacturer's written recommendations and Section 03300-Cast- in-Place Concrete. 3.02 APPLICATION A. Apply and cure patching mortar in accordance with manufacturer's written recommendations. * * *END OF SECTION* * * Klotz Associates Std,06/01 01/25/05 r Green Tee Lift Station No. 5 Rehabilitation Section 13100 City of Pearland HATCH SAFETY NET Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. This section includes furnishing and installing a hatch safety net for the lift station opening as shown on the Drawings. 1. Design safety net to comply with latest edition of OSHA. 1.02 REFERENCES A. American National Standards Institute(ANSI) 1. A10.11-1989 (R1998) — Safety Nets Used During Construction, Repair, and Demolition Operations. B. OSHA 1. Standard 1926.105—Safety Nets. 71. 1.03 SUBMITTALS A. Shop Drawings: 1. Plan showing layout including,attachments,and mounting. 2. Mounting hardware. B. Product Data: 1. Manufacturer's literature. 2. Assembly and installation instructions. 3. Submit test data showing system satisfies OSHA requirements. C. Submit in accordance with section 01330-Submittals. D. Operation and Maintenance(O&M)Data: 1. Manufacturer's recommendations describing procedures for proper use. 2. Submit in accordance with Section 01730—Operation and Maintenance Data. 1.04 QUALITY ASSURANCE A. Regulatory Requirements: 1. Meet requirements of OSHA and local building codes. 1.05 DELIVERY,STORAGE,AND HANDLING A. Deliver,store,and handle components in manner preventing damage. 1. Store components in dry,clean location,away from uncured concrete and masonry. 2. Cover with waterproof paper,tarpaulin or polyethylene sheeting. 1/28/05 Green Tee Lift Station No. 5 Rehabilitation Section 13100 City of Pearland HATCH SAFETY NET Klotz Associates Project No. 0218.026 Page 2 PART 2 PRODUCTS 2.01 MANUFACTURERS A. Safe Approach Inc.,The Hatch Net 121 2.02 MATERIALS A. Net Perimeter: Nylon webbing 1"wide,6000 lbs.minimum tensile strength,treated for sunlight and burn resistance. B. Net Body: Nylon webbing 1"wide,4000 lbs.minimum tensile strength,treated for sunlight and burn resistance. fl C. Cover Net: '/a"polyester mesh netting. D. Snap Hooks: 316 stainless steel,5000 lbs.minimum tensile strength. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment in accordance with approved shop drawings and the manufacturer's installation instructions. "'1 * * * END OF SECTION * * * 7 p-1 1/25/05 Green Tee Lift Station No.5 Rehabilitation Section 15011 City of Pearland DUCTILE IRON PIPE FOR EXPOSED AND SUBMERGED SERVICE Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Detailed requirements for various ductile iron piping products. Some products specified in this Section may not be required for this Contract. 1.02 REFERENCES A. American Water Works Association(AWWA): 1. AWWA C104-90-Cement-Mortar Lining for Ductile Iron Pipe and Fittings for Water. 2. AWWA C110-87 - Ductile-Iron and Gray-Iron Fittings, 3 in. Through 48 in., for Water and other Liquids. 3. AWWA C111-85 - Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings. 4. AWWA C115-88-Flanged Ductile-Iron Pipe with Threaded Flanges. 5. AWWA C151-91 -Ductile-Iron Pipe,Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. 6. AWWA C153-88-Ductile Iron Compact Fittings. 1.03 SUBMITTALS A. Product Data: 1. Manufacturer's specifications,catalog cuts,and literature: a. Pipe. b. Inside linings. c. Flanged joints. d. Special fittings. e. Wall pipes and floor pipes. B. Submit outside coating system for interior, exterior,and submerged piping locations. C. Submit all product data and coating system information specified above in one complete submittal. D. Submit in accordance with Section 01330. E. Shop drawings showing layout for ductile iron piping systems shall be submitted in accordance with and transmitted under appropriate piping system specification section. [7 PART 2 PRODUCTS 2.01 PIPE A. Liquid and air service pipe: AWWA C151,ductile iron. B. Gas service pipe: ANSI A21.52,ductile iron. In addition to pipe marking required by ANSI A21.52, conspicuously stamp each pipe with words"AIR TESTED". C. Minimum Thickness Class: 53 01/28/05 r Green Tee Lift Station No. 5 Rehabilitation Section 15011 City of Pearland DUCTILE IRON PIPE FOR EXPOSED AND �II SUBMERGED SERVICE Klotz Associates Project No.0218.026 Page 2 2.02 INSIDE LINING A. Potable Water Service: Cement lining with seal coat. B. Wastewater Service: 1. Virgin polyethylene conforming to ASTM D1248,with inert fillers and carbon black to resist ultraviolet degradation during storage heat bonded to interior surface of pipe and fittings; �} "Polyline"by American Cast Iron Pipe Company,or equal. 2. Polyurethane: Corro-pipe II by Madison Chemicals. 3. Ceramic Epoxy: Protecto-401 by Enduron Protective Coatings. ..j 4. Thickness: 40 mils nominal,30 mils minimum. C. Pipe and fittings for air and gas service shall be unlined. 2.03 JOINTS A. Joint Type: 1. Gas service shall be flanged joint. 2. Liquid and air service shall be flanged joint. 1 3. As shown on Drawings or as specified in system Specification if different than specified above for services and locations. B. Flanged Joints: 1. Flanged pipe for liquid and air service shall be in accordance with AWWA C115. 2. Flanged pipe for gas service shall be in accordance with AWWA C115 and ANSI A21.52. In addition to pipe marking specified in AWWA C115 and ANSI A21.52, conspicuously stamp each flanged pipe with words"AIR TESTED". 3. Fabrication of flanged pipe, including assembly of flange on pipe shall be performed by pipe manufacturer in accordance with AWWA C115. Assembly of flange on pipe outside of manufacturer's shop is unacceptable. 4. Flange material for flanged pipe shall be ductile iron. Flanged pipe with gray iron flanges is not acceptable. 5. Gasket material shall be suitable for service and maximum operating temperature of piping system as specified in piping system specification section. Torque requirement of gaskets shall be less than torque rating of flange,bolt,and nuts. 6. Gaskets shall be ring or full face, 1/8-in.thick,and conform to dimensions shown in Appendices to AWWA C110 and AWWA C115. 7. Bolts: a. Size, length,and number as shown in AWWA C110 and AWWA C115. b. Material: Carbon steel,ASTM A307,Grade B. c. Dimensions: ANSI B18.2.1,heavy hex. 8. Nuts: a. Size,length,and number as shown in AWWA C110 and AWWA C115. b. Material: Carbon steel,ASTM A307,Grade B. c. Dimensions: ANSI B18.2.2,heavy hex. 2.04 FITTINGS A. Pressure rating shall be 250 psi,minimum. r� B. Standard fittings for liquid and air service: Flanged 01/28/05 r Green Tee Lift Station No.5 Rehabilitation Section 15011 City of Pearland DUCTILE IRON PIPE FOR EXPOSED AND SUBMERGED SERVICE Klotz Associates Project No.0218.026 Page 3 C. Special fittings for liquid and air service,not included in AWWA standards,shall be manufacturer's standard, based on AWWA design principles, and in compliance with applicable requirements of AWWA standards. D. Standard fittings for gas service: Flanged E. Special fittings for gas service,not included in ANSI standard,shall be manufacturer's standard,based on ANSI design principles,and in accordance with applicable requirements of ANSI standard. F. Wall Pipes and Floor Pipes: 1. Ductile iron. !! 2. Wall thickness of body equal to or greater than wall thickness of connecting pipe. 3. Flanges set flush with face of concrete shall be tapped for stud bolts. 4. Collar dimensions as shown on Drawings. 5. Collar cast integral with pipe or fabricated by welded attachment of collar to pipe. 6. Fabricated wall pipe and floor pipe shall be as follows: a. Rated for dead end thrust due to 250 psi internal pressure. b. Ductile iron collar welded continuously around pipe on both sides of collar. c. Weld in pipe manufacturer's shop by qualified welder. d. Electrodes: AWS A5.15,Class ENiFe-CI or AWS 5.6,Class ECuAI-2. e. Manufacturer: American Cast Iron Pipe Company, or equal. G. Miscellaneous Fittings: 1. Provide miscellaneous fittings,such as cutting in sleeves,tapping sleeves,caps,plugs,and other fittings,as required for a complete system. 2. Manufacturer of miscellaneous fittings shall be same manufacturer as pipe. 3. Miscellaneous fittings shall be suitable for service. 2.05 FASTENERS A. All fasteners and anchors to be 316 SS. 2.06 OUTSIDE COATING A. Surface preparation,priming,and finish coating of piping shall be compatible and in accordance with painting specification in Division 9. B. Finish color for interior and exterior piping shall be as specified in Section 15030—Lift Station. 7.7 PART 3 EXECUTION 3.01 INSTALLATION r A. In accordance with piping system Specification section. 3.02 JOINT ASSEMBLY A. Assemble flangedjoints in accordance with piping system specification section, flanged pipe S P�P g Y P � g P P manufacturer's written instructions,and gasket manufacturer's written instructions. r 3.03 WALL PIPE 01/28/05 E Green Tee Lift Station No. 5 Rehabilitation Section 15011 City of Pearland DUCTILE IRON PIPE FOR EXPOSED AND SUBMERGED SERVICE Klotz Associates Project No. 0218.026 Page 4 A. Support by formwork to prevent contact with reinforcing steel. 7 B. Install in accordance with Section 03300. 3.04 TAPPING A. Do not tap polyethylene-lined and glass-lined pipe. B. Taps for cement-lined and unlined pipe shall be in accordance with pipe manufacturer's instructions. C. Provide service saddles for tap sizes greater than 1-in. Service saddles are not required for tap sizes 1-in.and smaller. * * *END OF SECTION* * * "1 01/28/05 7 7 Green Tee Lift Station No.5 Rehabilitation Section 15030 City of Pearland LIFT STATION Klotz Associates Project No.0218.026 Page 1 `L PART 1 GENERAL 7 1.01 SUMMARY p� A. Convert existing wet well to submersible pump lift station. } B. Coat interior concrete surfaces of wet well with epoxy. L C. Install two submersible pumps designed for 840 gallons per minute(gpm)at 25 feet total dynamic head 7 (TDH),complete with pressure transducers for primary control and float switches for back-up control, and all related electrical service. 7 D. Provide above-grade valves and piping in lift station area. E. Provide bypass pumping from the existing wet well influent line to the existing force main during construction. CPART 2 PRODUCTS 7 2.01 SUBMERSIBLE SEWAGE PUMPS AND MOTORS A. Acceptable manufacturers: Flygt,Gorman Rupp,KSB 7 B. General 1. Watertight sealed, electrically operated centrifugal raw sewage pumps with pump controls when self-contained. 2. Watertight integrity to 60 feet submergence. 3. Capable of handling,raw,unscreened sewage containing 2.5 inch diameter solids and stringy L material. 4. Provide discharge elbow for permanent installation in wet well along with discharge piping. 7 5. Each pump shall be automatically connected to discharge elbow when lowered into place and shall be easily raised and removed for inspection and service. 6. Machined surfaces shall tightly seal interface between pump and discharge elbow. 7 7. Sealing of discharge interface by means of diaphragm, o-ring, or other devices will be acceptable as long as they seal properly. 8. Pump shall include: a. Access frame and door to be aluminum. 7 b. Stainless steel guide bars. c. Stainless steel guide bar supports. d. Pump sliding bracket, lifting hook and chain with chain to be stainless steel (no 7 cable). e. Lifting hook and full length stainless steel chain from top of pump to access frame and door(no cable). f. Power cable. 7 g. Stainless steel support bracket for power cables and roto-float cables and pressure transducer. h. All bolts,fasteners, etc.in wet well to be stainless steel type 304. 7 C. Construction: 1. Pumps: a. Construct pump casings,sliding brackets,volute and impeller from cast iron. 7 Klotz Associates Std,07/02 01/27/05 Green Tee Lift Station No.5 Rehabilitation Section 15030 City of Pearland LIFT STATION Klotz Associates Project No.0218.026 Page 2 rj b. Shaft shall be constructed of stainless steel. c. Protect surfaces coming into contact with sewage with coating resistant to sewage. d. Exposed bolts and nuts inside wet well will be stainless steel type 304. e. Impeller will be a cast iron no-clog type. f. Fit pump casing with replaceable bronze wear ring. ""1 g. 3 inch minimum pump size with cast iron no-clog type impeller(no grinder pumps). h. Shaft seals: 1)Mechanical type with oil chamber between seals. 2)Lower seal between pump and oil chamber shall contain one stationary and one rotating tungsten carbide ring. 3)Upper seal between oil chamber and motor housing shall contain one tungsten carbide ring and one rotating carbon ring. 2. Motors: a. Sealed submersible type for operation in air. b. Cooling characteristics suitable to permit continuous operation in totally,partially, or no-submerged conditions. c. Continuous duty capable of maintaining minimum ten starts per hour. d. Provide thermal switches for windings. 3. Pump Motor Cable: a. Adequate length and size suitable for submersible pump applications,cable sizing, and jacketing in compliance with National Electric Code. b. Provide cable for motor thermal switch connection to controller. 4. 1-inch water service and faucet non freeze type hose bib. 5. Reduced pressure back flow prevention assembly. D. Pump Data Plate: 1. Stainless steel,mechanically attached to pump containing manufacturer's name,pump size and type,serial number,speed, impeller diameter,capacity and head rating,and other pertinent data. E. Access Frame and Cover: 1. Designed and installed to allow removal or installation of each pump unit to discharge connection in simple linear downward motion without interference. 2. As designed by manufacturer. 3. Covers: a. Lift station: Aluminum, diamond patterned wet well entry door, aluminum or stainless steel hinges provided with lifting handle,safety latch to hold door in open position and locking hasp. b. No valve pit accepted. 2.02 PIPING AND VALVES A. Well Piping: 1. Pipe:Ductile iron,AWWA C151,Class 53. 2. Flanged joints: Smooth faced ductile iron flanges,AWWA C115,drilled for NASI B16.1, Class 125 dimensions with full face 1/8 inch thick rubber gaskets,AWWA C115. Klotz Associates Std,07/02 01/27/05 I 7 C Green Tee Lift Station No.5 Rehabilitation Section 15030 City of Pearland LIFT STATION Klotz Associates Project No.0218.026 Page 3 7 3. Fittings:Flanged cast iron or ductile iron,AWWA C110,250 pound psi rating. 4. All piping, valves, etc. to be sandblasted, primered and coated in accordance with City 7 specifications,color specified by City of Pearland lift station operator. 5. Check valves and isolation valves to be exposed above ground(not in wet well). 6. Check valve:External arm and weight. 7. Isolation valve: Wheel operator gate valve or plug valve. riii, 8. Air release valves are to discharge into wet well through 316 stainless steel piping. B. Valve Pit: 1. Not acceptable. 7 C. Wet Well: 7 1. Wet well walls to be coated with 150 mils Neopoxy NPR-5303. 2. Provide fall through safety net. 2.03 ELECTRICAL AND CONTROLS 7 A. Control Panel and Electrical Equipment: 1. House controls in NEMA 4X stainless steel weatherproof enclosure with gasketed door,3 point door latch,painted aluminum inner door. 7 2. Equipped for 240 or 480 volts,three-phase supply required. 3. Provide painted steel dead front inner door. 4. Provide modular subpanel with the following equipment: 7 a. One main circuit breaker - b. Three heavy-duty molded case motor circuit breakers c. Three across-line magnetic motor starters with individual thermal overloads d. One 120 volts control system 7 e. Three heavy duty hand/off/automatic selector switches f. One heavy duty control circuit breaker g. One diversified pump alternator with test switch h. One duplex receptacle with breaker 7 i. Three pump run indicator lights j. One lighting arrestor system k. One diversified phase monitor system 7 1. Three run time meters for pumps m. One high level and one low level alarm light with test switches n. One manual transfer switch with provision for a generator receptacle. o. Pedestal mounting kit 7 P. Space heater with humidistat control q. Provisions for SCADA System: 7 1) Submit electrical control panel drawings to current contract holder of SCADA System installations for additional items to be installed for future SCADA equipment connections 7 B. Liquid Level Sensors: 1. Liquid level sensors with length of electrical cables,adjustable for future liquid level sensing requirements 2. Non-floating displacement type,rated for operation of milliwatt levels 7 3. Pressure transducers for primary control and floats for back-up. C. Pump Motor Cables,Float Control Cables: r Klotz Associates Std,07/02 01/27/05 7 L Al i Green Tee Lift Station No.5 Rehabilitation Section 15030 7i City of Pearland LIFT STATION Klotz Associates Project No.0218.026 Page 4 1. Any electrical wiring to be terminated outside of wet well in stainless steel junction box or in control panel 2. All motor leads,float leads and transducer leads to be run through CGB connectors in wet 7 well i D. Materials: 1. Wiring: Copper 1 2. Conduit:Rigid steel '1 2.04 COATINGS A. Metals: 1. Submerged metals:Color to be Desert Sand 1 Surface preparation:Abrasive Blast as per SSPC-SP10 Near-White Blast Cleaning. First Coat: Tnemec Series 104 H.S.Epoxy applied at 5.0 to 7.0 dry mils. Second Coat:Tnemec Series 104 H.S.Epoxy applied at 5.0 to 7.0 dry mils. • 2. Non Submerged Metals:Color to be Desert Sand Surface preparation:Abrasive blast as per SSPC-SP6 Commercial Blast Cleaning. 7 First Coat:Tnemec Series 90-97 Tneme-Zinc applied at 2.5 to 3.5 dry mils. Second Coat:Tnemec Series 66 H.B.Epoxoline applied at 3.0 to 5.0 dry mils. Third Coat:Tnemec Series 1074 Endura-Shield II applied at 2.0 to 3.0 dry mils. B. Interior Concrete: 1. Coat all interior concrete surfaces with NeoPoxy NPR-5303. 7 2. Follow manufacturer's recommendations for surface preparation,application,cure time, mix ratio, and.storage. a. Surface Preparation 1. Water blast at a minimum 3500 psi at 4 gpm or use other NeoPoxy 7 recommended procedure. b. Application: 1.Minimim 150 mils application. 1 2.05 OTHER A. Emergency Call-Out Equipment 1 1. "RACO"Verbatim Autodialer B. Temporary Intruder-Resistant Fencing7 1. Six-foot chain link fence with 3-strand barbed wire 2. Gates: Two six-foot high with 3-strand barbed wire. 3. Fencing to be suitable for protection of site during construction and will be attached to existing fencing that remains. 4. Provide 2 keys to locks to OWNER 5. Fencing to be removed or replaced by OWNER following completion of project. C. Security lighting system(Not Included) 7 7 Klotz Associates Std,07/02 j 01/27/05 7 r Green Tee Lift Station No. 5 Rehabilitation Section 15030 City of Pearland LIFT STATION Klotz Associates Project No.0218.026 Page 5 E * * *END OF SECTION* * * r r r 7 r Klotz Associates Std,07/02 01/27/05 r Green Tee Lift Station No.5 Rehabilitation Section 15031 City of Pearland PIPING ACCESSORIES Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SUMMARY A. This section includes piping accessories for exposed services in water and wastewater plants and pumping stations. The following items are included: 1. Pipe escutcheons. 2. Dielectric unions. 3. Mechanical sleeve seals. 4. Pipe sleeves. 5. Sleeve seals. 6. Couplings. 7. Flanged coupling adapters. 8. Service saddles. 9. Anchors. 10. Rubber expansion joints. B. Some products specified in this Section may not be required for this Contract. C. See Division 2 for buried piping accessories. 1.02 SUBMITTALS A. Not required for products identical to those specified by name of manufacturer and model type. B. Submit information for products that vary from specified requirements regardless of manufacturer name. PART 2 PRODUCTS 2.01 PIPE ESCUTCHEONS A. Manufacturers: 1. Frost Company. 2. Jones Manufacturing Co.,Inc. 3. Or equal. B. Provide pipe escutcheons with inside diameter closely fitting pipe outside diameter,or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe penetration hole in floors,walls or ceilings and pipe sleeve extension,if any. Furnish pipe escutcheons with nickel or chrome finish for occupied areas. Prime paint finish for unoccupied areas. C. Pipe Escutcheons for Moist Areas: For waterproof floors and areas where water and condensation can be expected to accumulate,provide cast brass or sheet brass escutcheons,solid or split hinged. D. Pipe Escutcheons for Dry Areas: Provide sheet steel escutcheons,solid or split hinged. E Klotz Associates Std,07/02 01/25/05 r J Green Tee Lift Station No. 5 Rehabilitation Section 15031 City of Pearland PIPING ACCESSORIES Klotz Associates Project No.0218.026 Page 2 2.02 DIELECTRIC UNIONS A. Manufacturers: 1. B&K Industries,Inc. 2. Capital Manufacturing Company,Division of Harsco Corporation. 3. Eclipse,Inc. 4. Epco Sales,Inc. 5. Perfection Corporation. 6. Rockford,Eclipse Division. 7. Or equal. B. Provide standard products recommended by manufacturer for use in service indicated which effectively isolate ferrous from nonferrous piping (electrical conductance), prevent galvanic action, and stop corrosion. 2.03 MECHANICAL SLEEVE SEALS A. Manufacturers: 1. Thunderline Corporation. 2. Or equal. B. Modular mechanical type consisting of interlocking synthetic rubber links shaped to continuously fill annular space between pipe and sleeve. Connected with bolts and pressure plates which cause rubber sealing elements to expand when tightened,providing watertight seal and electrical insulation. Seal shall withstand 40 ft hydrostatic head of water. 2.04 PIPE SLEEVES AND WALL COLLARS A. Provide pipe sleeves and wall collars of one of following. 1-1 1. Sheet Metal: Fabricate from galvanized sheet metal; round tube closed with snaplock joint, welded spiral seams,or welded longitudinal joint. Fabricate from following gauges;3 in. and smaller,20 ga;4 in.to 6 in. 16 ga;over 6 in. 14 ga. 2. Steel Pipe: Fabricate from Schedule 40 carbon steel pipe. Provide welded center flange and hot-dipped galvanized finish for water stoppage. 3. Iron Pipe: Provide cast iron or ductile iron pipe with integrally cast intermediate collar in exterior,water supporting, and water retaining walls and slabs. 4. Plastic Pipe: Fabricate from Schedule 80 PVC plastic pipe;remove burrs. 5. Mechanical Joints: Provide cast iron or ductile iron wall pipe for exterior locations with tapped holes for follower bolts where shown on Drawings. 6. Flanged Joints: Provide cast iron or ductile iron wall pipes with flanges tapped for stud bolts set flush with wall face where shown on Drawings. 2.05 SLEEVE SEALS A. Provide sleeve seals for sleeves located in foundation walls below grade or in exterior walls,of one of following. 1. Elastomeric Joint Sealant: Seal annular space between sleeve and pipe. 2. Mechanical Sleeve Seals: Installed between sleeve and pipe. Klotz Associates Std, 07/02 01/25/05 1 Green Tee Lift Station No. 5 Rehabilitation Section 15031 City of Pearland PIPING ACCESSORIES Klotz Associates Project No. 0218.026 Page 3 2.06 MECHANICAL COUPLINGS A. Couplings for connecting plain-end steel or ductile iron pipe of same outside diameter: 1. HIGH MAX. 13. Transition couplings for connecting plain-end steel or ductile iron pipe of different outside diameter: 1. HIGH MAX. C. Insulating couplings for connecting plain-end steel or ductile iron pipe and stopping flow of electrical current: 1. HIGH MAX. D. Pressure rating shall be greater than test pressure of piping system. E. Materials: 1. Middle Ring and Gaskets: As selected by manufacturer. Suitable for fluid service and maximum operating temperature of piping system. 2. Followers: Ductile iron or steel. 3. Fasteners: a. Exposed Service: Manufacturer's standard. b. Buried Service: Cadmium plated. 2.07 FLANGED COUPLING ADAPTERS A. Flanged coupling adapters for connecting plain-end steel or ductile iron pipe to flanged pipe,fitting, valve,instrument, or equipment item: 1. Dresser Style 128. 2. Smith-Blair Product No. 913. B. Pressure rating shall be greater than test pressure of piping system. C. Materials: • 1. Flange: Steel, faced and drilled to 150-1b.class in conformance with ANSI B 16.5. 2. Body: Steel. 3. Follower: Ductile iron or steel. 4. Gasket: As selected by manufacturer. Suitable for fluid service and maximum operating temperature of piping system. 5. Fasteners: a. Exposed Service: Manufacturer's standard. b. Buried Service: Cadmium plated. 2.08 SERVICE SADDLES A. Service saddles for tapping pipe sizes 18 in.and smaller shall be double strap design. 1. Dresser Style 91. 2. Smith-Blair Product No. 313. B. Service saddles for tapping pipe sizes larger than 18 in.shall be triple strap design. 1. Smith-Blair Product No.366. Klotz Associates Std,07/02 01/25/05 E Green Tee Lift Station No. 5 Rehabilitation Section 15031 City of Pearland PIPING ACCESSORIES Klotz Associates Project No. 0218.026 Page 4 C. Materials: 1. Body: Malleable iron or ductile iron. 2. Straps: Steel for exposed service and stainless steel for buried service. 3. Fasteners: a. Exposed Service: Manufacturer's standard. b. Buried Service: Cadmium plated. 4. Gasket: As selected by manufacturer. Suitable for fluid service and maximum operating temperature of piping system. 2.09 ANCHORS A. Provide anchors including,but not limited to,tie rods,lugs,harness assemblies,flanged spool pieces, friction collars and hardware for each coupling,and flanged coupling adapter. Anchors shall restrain pipe to prevent movement out of each coupling and flanged coupling adapter. B. Design each anchor to sustain force developed by test pressure of piping system. C. Anchor studs placed perpendicular to longitudinal axis of pipe are unacceptable. D. Anchorage with welded attachments to ductile iron piping is unacceptable. 2.10 RUBBER EXPANSION JOINTS A. Manufacturers: 1 1. General Rubber. 2. Garlock. 3. Mercer. B. Joints 1. Cover,body,seamless tube, and integral full-faced flanges. Standard 125-lb flange drilling. 2. Materials and construction shall be suitable for fluid service,maximum operating temperature, maximum operating pressure and test pressure of piping system. For expansion joints exposed to sunlight,provide protection from ultra violet radiation. 3. Provide control unit for each expansion joint. a. Gusset plates,washers,bolts and elastomeric bushings. b. No metal-to-metal contact to eliminate transmission of noise and vibration. c. Size control units for maximum operating pressure and test pressure of piping system. Klotz Associates Std,07/02 j 01/25/05 7 7 Green Tee Lift Station No.5 Rehabilitation Section 15031 City of Pearland PIPING ACCESSORIES Klotz Associates Project No.0218.026 Page 5 7 7 4. Pressure and vacuum ratings: A i i PIPE I D (in) , t£, 5 PRESSURE(psi) VACUUM(in Hg) 1/2-6 200 26 7 8- 12 190 26 14 130 26 7 16-20 110 26 22-24 100 • 26 L26-40 90 26 42-66 80 26 7 5. Minimum movement capability for single,unfilled arch joints: 7 JO7 ,.,:.: :::i.',.INT SIZE AXIAL AXIAL EXTENSION LATERAL (m.) COMPRESSION(in) °4" (m)''� DEFLECTION(in.) 6 7/16 1/4 . 1/2 7 8 to 18 11/16 3/8 1/2 20 to 24 13/16 7/16 1/2 7 26 to 40 15/16 1/2 1/2 42 1-1/16 9/16 1/2 7 6. Minimum movement capability for single,filled arch joints shall be at least 50%of movement specified above for unfilled arch joints. 7 2.11 FASTENERS A. All fasteners and anchors to be 316 SS. 7 PART 3 EXECUTION 3.01 INSTALLATION C 7 Klotz Associates Std,07/02 01/25/05 7 1 Green Tee Lift Station No.5 Rehabilitation Section 15031 City of Pearland PIPING ACCESSORIES Klotz Associates Project No. 0218.026 Page 6 7 A. Pipe Escutcheons: Install pipe escutcheons on each pipe penetration through floors,walls,partitions, and ceilings where penetration exposed to view and on exterior of building. Secure escutcheon to pipe or insulation so escutcheon covers penetration hole and is flush with adjoining surface. B. Dielectric Unions: Install at each piping joint between ferrous and nonferrous piping. Comply with manufacturer's installation instructions. '�{{ C. Rubber Expansion Joints: Install rubber expansion joints where indicated on Drawings and elsewhere as determined by CONTRACTOR for adequate expansion compensation and vibration isolation of piping systems. Install in accordance with manufacturer's written instructions. D. Sleeves: Install pipe sleeves of types indicated where piping passes through walls,floors,ceilings,and roofs. Verify size,location,and type of penetration prior to pouring concrete or placing masonry. Do not install sleeves through structural members of work,except as shown on Drawings or as reviewed by ENGINEER. Install sleeves accurately centered on pipe runs. Size sleeves so piping and insulation(if any)will have free movement in sleeve, including allowance for thermal expansion but not less than 7 pipe sizes larger than piping run. Where insulation includes vapor barrier jacket,provide sleeve with sufficient clearance for installation. Install length of sleeve equal to thickness of construction penetrated,and finish flush to surface except floor sleeves. Extend floor sleeves 2 in.above level floor finish. Provide temporary support of sleeves during placement of concrete and other work around fl sleeves and provide temporary closure to prevent concrete and other materials from entering sleeves. Center sleeve intermediate collar seepage ring in wall or slab and align with bolt holes in flanges straddling centerlines horizontally and vertically. Do not allow reinforcing steel to contact wall pipes. 1. Install sheet metal sleeves at interior partitions and ceilings other than suspended ceilings. 2. Install iron pipe sleeves at exterior penetrations; above and below grade before concrete or masonry placed. 3. Install steel or plastic pipe sleeves except as otherwise indicated. 7 E. Sleeve Seals: Install one of following in annular space between pipes and sleeve walls in exterior water supporting,retaining walls or slabs to form watertight seal. 1. Elastomeric Joint Sealant: Fill and pack annular space between sleeve and pipe with joint filler, seal with sealant,on both sides. 2. Mechanical Sleeve Seals: Loosely assemble rubber links around pipe with bolts and pressure plates located under each bolt head and nut. Push into sleeve and center. Lighten bolts uniformly until links have expanded to form watertight seal. 3.02 PAINTING AND COATING A. Do not paint or coat embedded surfaces of wall pipes or sleeves in contact with concrete or masonry. B. Coat exterior surfaces of wall pipes and sleeves extending beyond embedded surfaces with same �{ system as pipe passing through sleeve or connecting to wall pipe. C. Coatings for couplings, flanged coupling adapters, and service saddles shall be same material as coatings for connected pipe unless otherwise specified. * * *END OF SECTION* * * Klotz Associates Std,07/02 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 15202 City of Pearland VALVES FOR WASTEWATER PLANT SERVICE Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes valves for exposed service in wastewater treatment plants and lift stations. The following items are included: 1. Plug valves with actuators 2. Check valves 3. Air and vacuum valves 1.02 REFERENCES A. American Water Works Association(AWWA) 1. AWWA C509—Gate Valves 1.03 QUALITY ASSURANCE A. All valves furnished under this section shall comply with the regulations of the Texas Commission on Environmental Quality. 1.04 SUBMITTALS A. General: 1. Comply with the requirements of Section 01330 when preparing and making submittals described in this section. 2. Submit the product data and shop drawings specified below in a single package. Partial submittals will not be reviewed. 3.• Submit manufacturer's product data for proposed valves for approval. 4. Submit manufacturer's affidavit for proposed valves certifying compliance with specifications. 5. Submit manufacturer's affidavit of compliance with this specification and the referenced industry standards. B. Submit the following product data: 1. Catalog cuts describing equipment specified in this section. Mark through inapplicable information. 2. Data sheets addressing all performance requirements specified in this section. 3. Data sheets addressing all product features such as materials of construction,design features, factory coatings,and accessories specified in this section. 4. Date sheets showing dimensions and weights. 5. Manufacturers installation instructions. 1.05 DELIVERY, STORAGE AND HANDLING A. Handling 1. Handle valves in accordance with manufacturer's instructions. 2. Use appropriate slings and lifting equipment. 3. Do not drop. B. Storage 1. Protect valves so that soil and debris do not get inside them. Klotz Associates Std,03/04 01/25/05 L L' Green Tee Lift Station No.5 Rehabilitation Section 15202 City of Pearland VALVES FOR WASTEWATER PLANT SERVICE Klotz Associates Project No. 0218.026 Page 2 PART 2 PRODUCTS 2.01 PLUG VALVES 1 A. Manufacturers 1. DeZurik 2. Clow Valve Company B. Nonlubricated,eccentric type of semi-steel construction with resilient faced plugs,suitable for use with water,sewage,sludge or sewage gas. C. Furnish with end connections as specified in valve schedule or as shown on Drawings. 1. Face and drill flange valves to ANSI 125/150-lb standard. 2. Mechanical Joint and Push-on Ends: AWWA C111. 3. Screwed Ends: NPT standard. D. Port Areas: 1. Valves through 20-inch: Minimum 80%of full pipe area. 2. Valves 24-inch and Larger: Minimum 70%of full pipe area. E. Valve Body: 1. ASTM A126, Class B cast iron in compliance with AWWA C507, Section 5.1, and AWWA C504,Section 5.4. 2. Exposed Nuts,Bolts,Springs,Washers: Zinc plate or of nickel content. 3. Seats: Corrosion-resistant,complying with AWWA C507,Section 7,Paragraph 7.2,and with AWWA C504, Section 8.3. F. Replaceable sleeve type bearings in upper and lower journals. 1. Bearings: AWWA C507, Section 8, Paragraphs 8.1, 8.3, and 8.5, and with AWWA C504, Section 9. 2. Valve Shaft Seals: AWWA C507,Section 10 and AWWA C504, Section 10. G. Provide valve pressure ratings as follows and establish by hydrostatic tests as specified by ANSI B 16.1 1. Driptight shut-off up to full pressure rating. 2. Driptight shut-off to full valve rating with pressure in either direction. 3. Pressures: a. 175 psi for valves through 12 in. b. 150 psi for valves 14 in.through 36 in. ", c. 125 psi for valves 42 in.through 54 in. H. Cast on each valve body or operator word Open and arrow indicating direction to open. Direction of rotation to open shall be to left(counterclockwise). I. Valve Actuator 1. Comply with AWWA C 504—handwheel. 7 J. Source Quality Control 1. Perform valve leakage tests in both directions at 150 psi in the factory. Klotz Associates Std,03/04 01/25/05 71 Green Tee Lift Station No.5 Rehabilitation Section 15202 City of Pearland VALVES FOR WASTEWATER PLANT SERVICE Klotz Associates Project No. 0218.026 Page 3 2.02 CHECK VALVES A. Approved Manufacturers 1. Clow Valve Company. B. Description 1. Type: Conventional swing check with weighted arm 2. Model: a. Clow,F-5382 Style 106LW 3. Valve Body: a. Heavy cast iron body,ASTM A126,Grade B. b. Renewable bronze seat. 4. Disc Assembly: a. Cast iron disc suspended from stainless steel shaft passing through stuffing box and connected to weighted arm and cushion chamber on outside of valve. b. Renewable Buna N seat. 2.03 AIR AND VACUUM VALVES 71' A. Approved Manufacturers 1. Valve and Primer Corporation(APCO). 2. G-A Industries,Inc.(Golden Anderson). B. Description 1. See schedule in Part 3 for type,size,Figure No,and working pressure. C. Valve Construction, 1. Cast iron body,cover,and baffle. 2. Stainless steel float assembly. 3. Stainless steel orifice. D. Accessories 1. Provide back-flushing quick disconnect and hose. PART 3 EXECUTION 3.01 INSTALLATION A. Prior to installing valves,remove foreign matter from within valves. Inspect valves in open and closed position to verify that parts are in satisfactory working condition. L� B. Install valves where shown on the Drawings. C. Install in accordance with manufacturer's written instructions and approved submittals. D. Install equipment in accordance with approved shop drawings and the manufacturer's installation instructions. E. Touch up factory applied finishes using materials coatings by the equipment manufacturer. Klotz Associates Std,03/04 01/25/05 Green Tee Lift Station No.5 Rehabilitation Section 15202 City of Pearland VALVES FOR WASTEWATER PLANT SERVICE Klotz Associates Project No. 0218.026 Page 4 F. Apply finish coatings to factory primed surfaces. Comply with the requirements of Section 09910 and the manufacturer's instructions. G. Lubricate equipment and fill oil reservoirs of gear units,if any,in accordance with the manufacturer's instructions prior to initial operation. H. For electrically operated valves,if any,make electrical connections in accordance with the approved shop drawings. * **END OF SECTION* * * 1 1 nI 'J } 1 y�3 n Klotz Associates Std,03/04 01/25/05 Green Tee Lift Station No. 5 Rehablilitation Section 16010 City of Pearland BASIC ELECTRICAL REQUIREMENTS Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. - Additional basic requirements specifically applicable to the work of Division 16. B. The Contractor shall furnish equipment,materials,and labor for assembly and installation plus check-out and start-up of the complete electrical system as shown on the Drawings and stipulated in the Specifications. L 1.02 REFERENCES A. As a minimum requirement,the electrical system shall be constructed in accordance with: ' naStandards Institute/National Fire Protection Association(ANSI/NFPA), American National ( ), No.70-National Electrical Code(NEC). _2. Applicable Codes required by the City of Pearland. 3. Other applicable Codes and Standards as referenced in other specifications. in effect as of date of purchase B. Comply with local,county,state and federal regulations and codes or construction. C. Equipment of foreign manufacture must meet U.S.codes and standards. tie D. Equipment and materials shall conform to requirements of specification and to the criteria provided in data sheets for the project. 1.03 QUALITY ASSURANCE A. Product Conformance Certificate and Quality Assurance Release. Submit an overall conformance certificate for electrical components signed by the person responsible for product quality. Specifically identify the purchased material or equipment by project name and location,purchase order number,supplements, and item number where applicable,including materials and services provided by others. Indicate that all requirements have been met and identify any approved deviations. B. Field Inspection 1161, 1. Electrical work shall be inspected and approved by the local code inspector and the Engineer or a representative of the City of Pearland. 2. Contractor shall give a minimum of one day notice to the Inspector that the installation is ready for inspection and two days notice to the Engineer or a representative of the City of Pearland. 3. Concealed work shall be inspected before it is covered: 7E1 a. Underground conduit with stub-ups in conduit banks before concrete is poured. b. Conduit in slabs,walls and ceilings,complete with boxes. Klotz Associates Std, 11/02 01/27/05 Green Tee Lift Station No. 5 Rehablilitation Section 16010 City of Pearland BASIC ELECTRICAL REQUIREMENTS Klotz Associates Project No.0218.026 Page 2 4. Electrical equipment and materials shall be inspected upon arrival by the Engineer or a - representative of the City of Pearland for compliance with specifications. 1.04 SITE CONDITIONS A. Take the following site conditions into consideration when fabricating,erecting,installing and • wiring electrical equipment under this contract: - 1. Project Location Brazos Bend State Park 2. Facility Elevation 100 ft MSL 3. Seismic Zone- Zone 0 4. Wind Velocity- 130 mph 5. Temperature,Min./Max.: a. Coldest Month Avg. High 60 degrees F Low 41 degrees F b. Warmest Month Avg. High 94 degrees F Low 73 degrees F c. Lowest Expected 11 degrees F d. Highest Expected 107 degrees F 6. Rainfall: a. Annual 45 inches b. Design 3.4 inches/hour, 8.4 inches/24 hours 7. Design Relative Humidity: 100%,condensing 8. Station Barometric Pressure: e�q a. Average Annual 29.5 inches Hg Absolute. 9. Utility Water Systems: Design Pressure Design Temp. a. River Water PSI degrees F b. Well Water PSI degrees F c. City Water 35 PSI degrees F 10. Electric Power Supply Characteristics(Available to Contractor): Voltage Phase Hz Wire Delta or Wye 480/277 3 60 4 Wye 2 3 PART 2 PRODUCTS 2.01 COMPONENT DESIGN Klotz Associates Std, 11/02 01/27/05 r Brazos Bend SP Lift Station Replacement Section 16010 Texas Parks and Wildlife Project 101267 BASIC ELECTRICAL REQUIREMENTS Klotz Associates Project No.0520.014 Page 3 A. Components utilized in the construction of the material or equipment shall be of the latest proven design,new and in current production. Do not use obsolete components or components to be r• phased out of production. 2.02 FACTORY INSPECTION A. Provide free access with prior notice for the Engineer or a representative of the City of Pearland at all times to the shop where the material or equipment is being fabricated or tested. Provide reasonable facilities for inspection,witnessing tests,and examining records. Give 7-days notice prior to starting tests which are scheduled for factory inspection. ,L07. PART 3 EXECUTION 3.01 PREPARATION A. Verify dimensions and ratings of equipment and materials to ensure proper fit and performance. 3.02 INSTALLATION A. Install equipment and materials in accordance with the Drawings,CenterPoint Energy's and manufacturer's written requirements and instructions. If field conditions necessitate changes in electrical installation,obtain approval from the Engineer or a representative of the City of Pearland. 3.03 DEMONSTRATION A. Test the electrical system to specification requirements and to demonstrate correct installation and operation of equipment. B. Before 7-days test,demonstrate the system to the Engineer or representatives of the City of Pearland. Show the system to be fully operational. All alarms,safeties,and communication points to central and locally must operate in both full-automatic and back-up modes. C. Operate the system continuously for a period of 7 days in full automatic,without failure,to qualify as acceptable. "Failure"is considered any problem that requires correction by maintenance personnel,such as: high or low water level,any motor alarm,power failure,phase failure, 7, communication failure. This would exclude conditions not under the control of Contractor,such as: evident lightning strikes,25-year rains,CenterPoint Energy power failure,etc. Failures due to uncontrollable situations would allow the 7-day test to continue,as soon as test conditions are ( restored and the Engineer or a representative of the City of Pearland is notified. END OF SECTION Klotz Associates Std, 11/02 01/27/05 Green Tee Lift Staion No.5 Rehabilitation Section 16111 City of Pearland CONDUIT,FITTINGS AND BODIES Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Specification for conduit,fittings and bodies. 1.02 REFERENCES A. American National Standards Institute(ANSI). 1. ANSI C80.1: Rigid Steel Conduit-Zinc Coated. 2. ANSI C80.4: Fittings for Rigid Metal Conduit. aior B. Federal Specifications. 1. W-C-58C: Conduit Outlet Boxes,Bodies Aluminum and Malleable Iron. 2. W-C-1094: Conduit and Conduit Fittings Plastic,Rigid. 3. WW-C-566C: Flexible Metal Conduit. 4. WW-C-581D: Coatings on Steel Conduit. C. National Electrical Manufacturers Association(NEMA). 1. NEMA RN1: Polyvinyl-Chloride Externally Coated Galvanized Rigid Steel Conduit and Electrical Metallic Tubing. 2. NEMA TC2: Electrical Plastic Tubing(EPT)and Conduit(EPC-40 and EPC-80). 3. NEMA TC3: PVC Fittings for Use with Rigid PVC Conduit and Tubing. D. National Fire Protection Association(NFPA),ANSI/NFPA 70-National Electrical Code(NEC). E. Underwriters'Laboratories(UL). 1. UL 1: Flexible Metal Electrical Conduit. 2. UL 6: Rigid Metal Electrical Conduit. 3. UL 514B: Fittings for Conduit and Outlet Boxes. 4. UL 651: Schedule 40 and 80 Rigid PVC Conduit. 5. UL 651A: Type EB and A Rigid PVC Conduit and HDPE Conduit. 6. UL 886: Electrical Outlet Boxes and Fittings for Use in Hazardous Locations. 1.03 SUBMITTALS A. Submit the following under the provisions of Section 01330-Submittal Procedures: 1. Manufacturer's cut sheets,catalog data,with selected products clearly marked. 2. Installation,terminating and splicing procedure. 3. Instruction for handling and storage. 4. Dimensions and weight. 1.04 QUALITY ASSURANCE A. Tests. 1 Klotz Associates Std, 11/02 01/27/05 Green Tee Lift Staion No. 5 Rehabilitation Section 16111 City of Pearland CONDUIT,FITTINGS AND BODIES Klotz Associates Project No.0218.026 Page 2 1. Rigid steel conduit shall pass the bending,ductility,and thickness of zinc coating tests -� described by ANSI C80.1. 2. Flexible conduit shall pass the tension,flexibility,impact, and zinc coating test described by UL 1. 3. Nonmetallic conduit and fittings shall pass the test requirements of NEMA TC2,UL 651 and 651A and Federal Specification W-C-1094A. 1.05 DELIVERY STORAGE AND HANDLING A. Package conduit in 10-foot bundles maximum with conduit and coupling thread protectors suitable for indoor and outdoor storage. Package fittings in manufacturer's standard quantities and _ f packaging suitable for indoor storage. Package plastic-coated rigid conduit,fittings,and bodies in such a manner as to protect the coating from damage during shipment and storage. B. Store conduit above ground on racks to prevent corrosion and entrance of debris. C. Protect plastic conduit from sunlight. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Rigid Steel Conduit. 1. Allied Tube and Conduit . 2. Triangle Wire and Cable,Inc. 3. Wheatland Tube Company B. PVC Coated Steel Conduit. 1 1. Occidental Coating Company(0-Cal Blue) 2. Robroy Industries,Inc. (Rob-Roy Red) r� C. PVC Rigid Conduit. 1. Cantex 2. Carlon Industries,Inc. • 3. Robroy Industries,Inc. D. Conduit Fittings and Bodies. 1. Appleton Electric 2. Crouse-Hinds 3. Killark Electric Manufacturing Company 4. O-Z/Gedney E. Liquidtight Flexible Conduit. 1. Anamet,Inc. 2. Electriflex Company 3. Triangle Wire and Cable,Inc. 2.02 MATERIALS AND EQUIPMENT Klotz Associates Std, 11/02 01/27/05 r Green Tee Lift Staion No.5 Rehabilitation Section 16111 City of Pearland CONDUIT,FITTINGS AND BODIES Klotz Associates Project No.0218.026 Page 3 A. Design Conditions. Use electrical conduit,fittings,and bodies designed for service in areas as specified in Section 16010-Basic Electrical Requirements and this section to form a continuous support system for power,control,and instrument cables. B. Conduit and Fittings to, 1. Rigid Steel Conduit and Fittings. a. Rigid steel conduit,rigid steel conduit bends,nipples,and bodies shall be hot- ?� dipped galvanized and shall comply with the latest ANSI C80.1,UL 6,Federal Specification WW-C-581D,and NEC Article 346-15. b. Mild steel tubing shall be used for conduit,nipples, and couplings,and shall be free of defects on both the inner and outer surfaces. c. Fittings,bodies,and covers for rigid steel conduit shall be steel or cast-iron and shall comply with ANSI C80.4,UL 514B, and Federal Specification W-C-58C. 2. PVC-Coated Rigid Steel Conduit and Fittings. a. PVC-coated conduit,fittings,bodies,and covers shall conform to NEMA RN1 (Type A). Rigid steel galvanized conduit and fittings before coating shall conform to Federal Specification WW-C-581D,ANSI C80.1,and UL 6. Conduit bodies shall conform to UL 514B and Federal Specification W-C-58C. Provide sufficient coating for touch up after installation. b. PVC-coated couplings shall be of the ribbed type. c. Condulet covers shall have encapsulated stainless steel thumb screws. d. Condulets and covers shall be of malleable iron or feraloy material before coating. e. A minimum of 2 mil thickness of urethane shall be applied on the interior of the conduit and the interior of all fittings,condulets, covers and bodies. 3. Flexible and Liquidtight Flexible Metal Conduit and Fittings. a. Use liquidtight flexible metal conduit manufactured in accordance with UL 1 and Federal Specification WW-C-566C. b. Fittings used with liquidtight flexible metal conduit shall be the PVC-coated type and of such design as to thoroughly ground the conduit to the fittings,and through it to the box or enclosure to which it is attached. 7- c. Flexible couplings and fittings for use in hazardous areas shall comply with UL 886,NEC Article 501-4(a&b),and Federal Specification W-C-586C. 4. PVC Conduit and Fittings. Use PVC conduit,bends, and fittings,which comply with NEMA TC2,W-C-A, and NEC Article 347-17 only for the straight horizontal runs of conduit in underground and red concrete encased conduit banks. Conduit shall be Schedule 80. rig PART 3 EXECUTION 3.01 PREPARATION A. Confirm submittal of shop drawing with conduit and conduit fitting,sizes,types and routing shown. B. Ensure that the conduit system to be installed is sized properly for the cable and wire requirements. Klotz Associates Std, 11/02 01/27/05 1 } 11 Green Tee Lift Staion No. 5 Rehabilitation Section 16111 City of Pearland CONDUIT,FITTINGS AND BODIES Klotz Associates Project No.0218.026 Page 4 C. Verify the actual physical conduit route from the conduit plan drawings and prepare the conduit support system. D. Verify the equipment locations to which the conduit will be connected and determine detail 1 requirements for connections. '_ j 3.02 INSTALLATION (L' A. Utilize galvanized,rigid steel conduits and fittings in all above grade locations. All conduit penetrations through finished grade,all penetrations through concrete slabs, all conduit bank bends, and all spare conduit extensions shall be completed with PVC coated rigid galvanized steel. fcl B. Install PVC conduits only in the horizontal runs of underground conduit banks. C. Run exposed conduit parallel or perpendicular to walls,ceilings or main structural members. Group multiple conduits together where possible. Do not install conduit where it interferes with the use of ''l passageways,doorways, overhead cranes,monorails,equipment removal areas or working areas. In I no case shall conduit routing present a safety hazard or interfere with normal plant operating and maintenance procedures. Maintain a minimum overhead clearance of 8'-0"in passageways. D. Installation and support of conduit shall be from steel or concrete structures in accordance with the standard detail drawings and these specifications. Furnish necessary conduit straps,clamps,fittings, J support,etc.for all conduit in accordance with the standard details and these specifications. E. Identify all conduit at termination points such as at motor control centers, light fixtures,control 7 panels,receptacles,instruments,lighting panels,pull/terminal/junction boxes,motors,etc.through 1 the use of stamped stainless steel tags(minimum one square inch)attached with stainless steel straps. 7 F. Not more than 3 equivalent 90 degree bends will be permitted between outlets. Provide bonded expansion fittings at building expansion joints. ' G. Install conduit runs so that they are mechanically secure,mechanically protected from physical harm,electrically continuous,and neat in appearance. The interiors of conduit shall provide clean, smooth raceways through which conductors may he drawn without damage to the insulation. Make threaded connections wrench tight. H. Cut conduit square with a power saw or a rotary type conduit cutter designed to leave a flat face. Do not use plumbing pipe cutters for cutting conduit. Ream the cut ends of conduit with a reamer, . designed for the purpose to eliminate rough edges and burrs. Cut threads with standard conduit dies 7 providing 3/4-inch taper per foot, allowing the proper length so that joints and terminals may be made up tight and the ends of the conduit not deformed. Keep dies sharp and use a good quality '`h threading oil continuously during the threading operation. Remove metal cuttings and oil from the conduit ends after the threads are cut and paint threads before connections are made. Use zinc rich, brush-on compound on the threads of steel conduit before connections are made. Use only tools r specifically made for bending and installing PVC-coated or PVC conduit when installing these cf materials. I. Use strap wrenches only to tighten joints in PVC coated rigid steel conduit. Replace all conduit and fittings with damage to the plastic coating,such as cuts,nicks and threader chuck jaw marks. J. Make up changes in direction of conduit using elbows or fittings. Do not use pull boxes to make direction changes unless specifically designated otherwise. K. Field fabricated bends shall be free of indentations or elliptical sections. The radius of the bend shall 1 not be less than 6 times the smallest diameter of the raceway. 1 L. Protect all conduit terminations from mechanical injury. Prevent the entry of moisture and foreign mater into the conduit system by properly capping terminations. M. Avoid trapped runs of conduit,if possible. When they are necessary,provide drainage using a "tee" Al condulet equipped with a drain. Conduit is likely to pass through areas with a temperature differential of 20 degrees F or more.- Seal penetrations with a proper seal fitting at the wall or barrier between such areas. For conduit passing through walls separating pressurized areas from non- �? { pressurized areas,install sealing fittings at the wall on the non-pressurized side. +{ Klotz Associates Std, 11/02 01/27/05 Green Tee Lift Staion No.5 Rehabilitation Section 16111 City of Pearland CONDUIT,FITTINGS AND BODIES Klotz Associates Project No.0218.026 Page 5 N. Fit conduit crossing building or structure expansion joints with approved expansion fittings,except that fittings will not be required when conduit crossing an expansion joint is supported on trapeze ... hangers in such a way that at no time will the conduit be under stress due to expansion. Install bonding jumpers around expansion joint fittings. O. Where conduits terminate in metal enclosures provide threaded,grounding hubs with grounding lug. Restrict side penetrations to the lower one third of the enclosure. P. Provide flexible,liquid tight,metallic conduit where necessary to allow for movement or to localize sound or vibration,at transformers,at motors and any other rotating equipment unless shown otherwise on Drawings. The maximum length of such flexible and liquid tight metallic conduit 71, shall be 15 times the inside diameter of the flexible conduit. Q. Seal openings or holes where conduits pass through walls or floors. When conduits are passing through a firewall or fire-rated floor into different rooms,cabinets,or enclosures,use a fire-rated Ali. seal as shown in the typical detail included in the Drawings. Certain walls,as indicated on the Drawings,require environmental(air-tight)seals;seal as shown. R. Install explosion-proof seals in all conduit runs crossing or entering a hazardous classified area and as shown on the Drawings. Install type CSBE removable sealing fittings to seal all cables in the wet well,at the first terminal/junction/pull boxes outside the wet well,and as shown on the Drawings. S. Unless otherwise indicated on the Drawings,install expansion fittings every 300 feet within a straight conduit run and where conduit crosses building expansion joints,using bonding straps to ensure ground continuity. T. Parallel runs of conduit shall be supported by structural steel racks. When two or more racks are arranged one above the other,provide vertical separation of not less than 12 inches between racks, unless otherwise indicated on the Drawings. Space conduits on the racks at least enough to provide 3/4-inch clearance between hubs on adjacent conduits at terminations and to allow room for fittings. U. Fill conduit racks no more than 75 percent of their capacity,providing usable space for future . conduit. To ensure this,conduits leaving the rack horizontally shall be offset up or down so that future conduits may be installed in the space remaining. Construct conduit racks to permit access for wire or cable pulling at all pull points,even when future conduits are added to fill the racks. V. Where conduit racks are supported on rods from beam clamps or by some other non-rigid suspension system,install rigid supports at no more than 50-foot intervals to give lateral stability to the rack. W. Conduit racks or hangers must in no way interfere with machinery(or its operation),piping, structural members,process equipment,or access to anticipated future equipment. Refer to architectural,structural,equipment layout and piping drawings to ensure that this requirement is met. Label high voltage conduit with the circuit phase-to-phase voltage by means of a firmly attached tag or label of approved design at each conduit termination, on each side of walls or barriers pierced and at intervals not exceeding 200 feet along the entire length of the conduit. X. Support conduit sizes 2 inches and larger at spacings not exceeding 10 feet and conduit sizes 1-1/2 inches and smaller at spacings not exceeding 8 feet. Y. The means of fastening conduit to support structures shall be as follows: 1. by one hole galvanized malleable iron conduit straps-PVC coated if the conduit is so coated 2. by stainless steel wood screws to wood 3. by stainless steel bolts with epoxy set expansion anchors to concrete or masonry 4. by"Korn" clamps or U-bolts to other surfaces 5. use"clamp backs"when strapping conduits to walls,column faces,or other such surfaces. Z. Support,mount, and attach all conduit runs with 316 stainless steel components throughout unless otherwise noted. This includes all conduit clamps,hangers, straps,bolts,nuts,washers, all-thread, metal framing channel,etc. Conduits of 1-1/2 inch size or less may be supported by one-hole conduit straps on concrete,tile or steel work. For larger size conduit use 2-hole straps. AA. Install conduits supported from building walls with at least 1/4-inch clearance from the wall to prevent the accumulation of dirt and moisture behind conduit. Klotz Associates Std, 11/02 01/27/05 r Green Tee Lift Staion No.5 Rehabilitation Section 16111 City of Pearland CONDUIT,FITTINGS AND BODIES Klotz Associates Project No.0218.026 Page 6 BB. At a minimum size and space embedded conduits in structural slabs in accordance with the Uniform Building Code. Conduits should occupy no more than one-third the thickness of the slab and should not be closer than 3 times the largest conduit diameter on center without additional reinforcement. CC. Provide all conduit penetrations through slabs on grade,finished grade,etc. with a minimum 6 inch high extension of the underground conduit bank. t:-� • END OF SECTION • AwoPt =�1 { _ 1- Klotz Associates Std, 11/02 01/27/05 joi 1 r 7 Green Tee Lift Station No. 5 Rehabilitation Section 16122 City of Pearland 600 VOLT POWER AND CONTROL CABLE Klotz Associates Project No.0218.026 Page 1 PART 1 -GENERAL 1.01 DESCRIPTION 7 A. Scope: Contractor shall furnish all labor,materials,installation,and testing required to provide 600 volt power and control cable as shown and specified to form a complete electrical system. B. Codes and Standards: 600 volt power and control cable shall conform to the applicable standards as referenced in Section 16100. 1.02 SERVICE CONDITIONS A. The wire and cable will be installed indoors or outdoors subject to the climatic conditions described in Section 16100. Definitions for locations of installation are per Section 100 of ANSI- CI,the National Electrical Code. Temperature limitations for the use of wire and cable covered t. ' herein are per Section 310.10 of ANSI-Cl. 1.03 RATINGS 7 A. The wire and cable shall be stranded copper and shall be rated not less than 600 volts AC,for use on a 60 hertz system. 7 B. Wire and cable shall,as a minimum,meet the requirements of NEMA standard WC-70 and shall be capable and rated for continuous operation at a copper temperature of 90°C in both wet and dry locations. C. Ampacities will be calculated based upon the design ambient given in Section 16100 and the 7 tables given in ANSI-Cl. L PART 2-PRODUCTS 2.01 CONSTRUCTION DETAILS ti, A. General: ri 1. Single conductor wire shall be color coded. 2. For multiconductor cables, the individual wires shall be color coded in accordance with NEMA WC-70. B. Power Cable, Single Conductor Wire: I. 1. Single conductor power wire shall be minimum No. 12 AWG,NEMA Class B stranded annealed copper. The wire shall have moisture and heat resistant thermoplastic insulation, type THHW/THWN where installed in conduit only. Type TC cable shall be utilized throughout the entire run where any of the involved wiring is installed in cable tray. C. Power Cable,Multiconductor: 7 1. Power cables shall be four(4)conductor. The individual phase conductor jackets shall be color coded per the applicable voltages. The grounding conductor shall be green. The ground wire shall be sized per NEMA Standard WC-70,but not be smaller than indicated in the NEC. Klotz Associates Std, 11/02 01/27/05 I PI Green Tee Lift Station No. 5 Rehabilitation Section 16122 :141 City of Pearland 600 VOLT POWER AND CONTROL CABLE Klotz Associates Project No.0218.026 Page 2 2. The multiconductor power cable assembly shall be covered by a PVC jacket, having a thickness of not less than required by NEMA WC-70 or the applicable UL standard, rn whichever is greater. 3. Individual wire conductors and insulation shall be the same as in Section B,above. Type TC _ cable shall be utilized throughout the entire run where any of the involved wiring is installed in cable tray. 4. Fillers of suitable material shall be used in the interstices of the cable where necessary to give the completed cable a substantially circular cross section. D. Control Cable,Single Conductor Wire: 1-7 1. Single conductor control wire shall be the same as in Section B above, except that it shall be a minimum of No. 14 AWG. Type TC cable shall be utilized throughout the entire run 41 where any of the involved wiring is installed in cable tray. E. Control Cable,Multiconductor: 1. Individual wire conductors shall be the same as in Section D,above. 1 2. Individual conductors shall be color coded in accordance with NEMA WC-70, method 1- colored compounds with tracers. .,.l 3. Fillers of suitable material shall be used in the interstices of the cable where necessary to ) give the completed cable a substantially circular cross section. _l 4. The assembly of insulated conductors shall be wrapped with tape to isolate them form the overall jacket. The tape shall be the supplier's standard. "''°j 5. The multiconductor assembly shall be covered with PVC jacket per Section C.2 above. Type TC cable shall be utilized throughout the entire run where any of the involved wiring f is installed in cable tray. PART 3 -EXECUTION J 3.01 INSTALLATION ] A. All wire and cable installations shall be in accordance with the requirements of Section 16100. 11 B. All wires over twelve (12) inches in length shall be provided with a printed wire marker, not handwritten, covered with a clear heat shrink encapsulated cover, at each end. Use wire marker .! and encapsulation materials as manufactured by Brady. Color coding by itself is not acceptable. ' 3.02 TESTING . A. Testing of wire and cable shall be in accordance with the requirements on NEMA Standard WC- _..t 70 and Section 16100. All 600 volt wiring shall be megger tested regardless of whether it is for power, control, or instrumentation. All such testing shall be witnessed and approved by the ' 1 Engineer. All results shall be formally recorded in an organized format and submitted to the Engineer for approval. The Engineer shall be provided with no less than one week prior written notice as to when this testing is to be completed. All testing and reporting shall occur prior to any wiring being terminated. 7 END OF SECTION161 1 Klotz Associates Std, 11/02 01/27/05 1 C Green Tee Lif Station No.5 Rehablilitation Section 16131 City of Pearland DEVICE,PULL AND JUNCTION BOXES AND WIREWAYS Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Specifications for device,pull,terminal,and junction boxes as well as wireways and wiring gutters. r. 1.02 REFERENCES A. American National Standards Institute/National Electrical Manufacturers Association (ANSI/NEMA). 1. FB 1 -Fittings and Support for Conduits and Cable Assemblies 2. 250-Enclosures for Electrical Equipment(1000 volts maximum) B. American National Standards Institute/National Fire Protection Association(ANSI/NFPA),NFPA70 -National Electrical Code(NEC)-Article 370-Outlet Device,Pull and Junction Boxes,Conduit �e Bodies and Fittings. C. Underwriters Laboratories(UL): 1. 50-Safety Cabinets and Boxes 2. 508-Safety Industrial Control Equipment 3. 514B-Safety Fittings for Conduit and Outlet Boxes 4. 886-Safety Outlet Boxes and Fittings for Use in Hazardous Areas 1.03 SUBMITTALS D. Submit the following under provisions of Section 01330-Submittal Procedures: 1. Manufacturer's cut sheets,catalog data 2. Instruction for handling and storage 3. Installation instructions 4. Dimensions and weights 1.04 DELIVERY,STORAGE AND HANDLING A. Pack and crate boxes to permit ease of handling and to.provide protection from damage during shipping,handling and storage. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Sheet Metal Boxes 5. Hoffman 6. Or Approved Equal B. Cast Device Boxes 1. Appleton Electric Company 2. Crouse-Hinds,Division of Cooper Industries 3. Killark Electric Manufacturing Company Klotz Associates Std, 11/02 01/27/05 Green Tee Lif Station No. 5 Rehablilitation Section 16131 City of Pearland DEVICE,PULL AND JUNCTION BOXES AND WIREWAYS Klotz Associates Project No.0218.026 Page 2 2.02 MATERIALS AND EQUIPMENT A. Sheet Metal Boxes w� 1. Provide UL-approved boxes manufactured from 316 stainless steel sheet metal and meeting 411i requirements of NEMA 4X for all areas. Enclosures shall have fully welded seams ground smooth throughout. Enclosures utilizing sealant of any nature shall not be accepted. 2. Provide boxes with a stainless steel continuous hinge, spring loaded closure hasps, and all- stainless steel hardware. 3. Furnish the door with neoprene gasket and padlocking hasp. B. Device Boxes -? 1. Provide UL-approved boxes designed and manufactured to house electrical devices like *-t receptacles and switches,and in conformance with NEMA FB 1 and NEC Article 370. 2. Supply boxes that are hot-dip galvanized on cast iron suitable for corrosive and wet atmosphere. C. Hardware 1. Mounting Hardware: Stainless steel 2. Conduit Connectors: Watertight as manufactured by grounding type Myers hubs,with grounding lugs,or approved equal. PART 3 EXECUTION 3.01 PREPARATION A. Review the drawings and determine how many boxes of each kind are required and check if supplied quantity is sufficient. 3.02 INSTALLATION A. Boxes described in this specification shall be used both in dry and wet,corrosive areas,both inside and outside locations. B. Install boxes in accordance with NEC Article 370 in locations indicated on the Drawings. C. Install junction and pull boxes in readily accessible places to facilitate wire pulls,maintenance and repair. D. Plug unused conduit openings. E. Make conduit connections to sheet metal boxes with watertight conduit connectors. END OF SECTION Klotz Associates Std, 11/02 01/27/05 r Green Tee Lift Station No.5 Rehabilitation Section 16170 City of Pearland GROUNDING AND BONDING Klotz Associates Project No. 0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Grounding electrodes and conductors B. Equipment grounding conductors C. Bonding D. Power system grounding E. Communication system grounding F. Electrical equipment and raceway grounding and bonding G. Control equipment grounding 1.02 REFERENCES A. American Society for Testing and Materials(ASTM) 1. ASTM B3: Soft or Annealed Copper Wires 2. ASTM B8: Concentric-Lay-Stranded Copper Conductors,Hard,Medium Hard, Soft 3. ASTM B33: Tinned Soft or Annealed Copper Wire for Electrical Purposes B. Institute of Electrical and Electronics Engineers(IEEE) 1. IEEE 142-82: Recommended Practice for Grounding of Industrial and Commercial Power for Systems 2. IEEE 383-2.5: IEEE Standard for Type Test of Class IE Electric Cables,Field Splices,and Connections for Nuclear Power Generating Stations. C. Underwriters'Laboratories(UL) 1. UL 83: Thermoplastic Insulated Wire and Cables 2. UL 467: Grounding and Bonding Equipment D. National Fire Protection Association(NFPA),NFPA No.70-National Electrical Code(NEC), Article No.250-Grounding. • 1.03 SUBMITTALS A. Submit the following under the provisions of Section 01330-Submittal Procedures: 1. Manufacturer's cut sheets and catalog data 2. Installation,terminating and splicing procedure 3. Instruction for handling and storage 4. Dimensions and weight 1.04 QUALITY ASSURANCE A. Tests 1. Use insulated cable conforming to requirements of the vertical tray flame test as described in IEEE 383-2.5. 2. Test grounding system in the field in accordance with procedures outlined in Part 3 - EXECUTION. Klotz Associates Std, 11/02 01/27/05 "41 I Green Tee Lift Station No.5 Rehabilitation Section 16170 City of Pearland GROUNDING AND BONDING Klotz Associates Project No.0218.026 - Page 2 , 1.05 DELIVERY,STORAGE AND HANDLING A. Ship grounding cable on manufacturer's standard reel sizes unless otherwise specified. Where cut 1 lengths are specified,mark reel footage accordingly. Each reel shall contain one continuous length of cable. Provide impact protection by wood lagging or suitable barrier across the traverse of the reel. Pack and crate other materials specified to withstand normal abuse during shipping, handling and storage. ".0'1 PART 2 PRODUCTS _l 2.01 ACCEPTABLE MANUFACTURERS '7 A. Cable 1. American Insulated Wire Company 2. Cablec Continental Cables Company 3. General Cable Company 4. Okonite Company a°°'+ 5. Pirelli Cable Corporation 1 6. Rome Cable Corporation 7. Triangle Wire and Cable,Inc. p B. Ground Rods and Connectors: .-. 1. Blackburn 11 2. Copperweld J. 3. Thomas&Betts C. Exothermic Connections: rn • 1. Burndy Corporation(Therm-O-Weld) 2. Erico Products(Cadweld) ~' D. Grounding Connectors: 1. Burndy Corporation n. 2. O.Z. Gedney 3. Thomas&Betts . I 2.02 MATERIALS AND EQUIPMENT A. Design. Provide grounding cable and materials with the following characteristics: —I 1. Use a grounding system designed at a minimum in accordance with the NEC and IEEE ' 142-82-Recommended Practice for Grounding of Industrial and Commercial Power _i Systems. It is emphasized that the grounding system required by these plans and specifications require a grounding system of significantly greater degree of coverage than17 the referenced documents and standards require. 1 Klotz Associates Std, 11/02 01/27/05 7 7 7 Green Tee Lift Station No.5 Rehabilitation Section 16170 City of Pearland GROUNDING AND BONDING Klotz Associates Project No.0218.026 Page 3 7 B. Materials 7. 1. Use bare grounding conductors which are manufactured and tested in accordance with . applicable standards ASTM B3,ASTM B8 and ASTM B33. 2. Provide a main ground loop of No.4/0 AWG,Class C stranded,bare copper cable. Small 7 groups of isolated equipment may be grounded by a No.2 AWG minimum insulated conductor connected to the main loop. Generally,taps shall be sized as follows: a. Main ground loop or grid #4/0 minimum 7 b. Switchgear,motor control centers and power transformers #4/0 c. Motors 200 hp and above #4/0 7, d. Power panels-AC and DC #2/0 e. Control panels and consoles #2 f. Building columns #4/0 7 g. Fencing posts #2/0 3. Where insulated grounding conductors are called for,use 600-volt insulation. Use ground conductors identified with green insulation or green tape marking. 7 4. Supply identifying ribbon which is PVC tape,3 inches wide,red color,permanently imprinted with"CAUTION BURIED ELECTRIC LINE BELOW"in black letters as specified in Section 16195,Electrical Identification. r 5. Utilize flexible copper braid across hinged chain link or fence gates to bond the movable portion to the grounded fence post. 7 PART 3 EXECUTION 3.01 PREPARATION 7 A. Complete site preparation and soil compaction before trenching and driving ground rods for the underground grid. B. Verify from Drawings the exact location of stub-up points•for grounding of equipment,fences and building or steel structures. 7 . 3.02 CONSTRUCTION CRITERIA A. Install the main ground loop at a depth of at least 24 inches below earth surface. Connect the _ ground loop to ground rods and to tap connections to form a complete system as indicated on the electrical Drawings. The Contractor shall give special attention to the grounding of service equipment,structures and fences to comply with the NEC,local authorities and the serving utility 7 company. B. Electrical equipment,buildings,tanks,and other structures and equipment shall be grounded as indicated on the Drawings. Where ground rods are required,the rods shall be 10 feet long,3/4 inch diameter,copper-clad steel ground rods. Rods shall be driven vertically,and the top of the rods shall be a minimum of 18 inches below finished grade,or as specified on the Drawings. C. Local pushbutton and selector switch stations,two-wire control devices,disconnect switches, ` lighting transformers,panelboards,operator panels,benchboards,and the enclosures of other electrical apparatus shall also be grounded through an equipment grounding conductor run with the power supply or control circuit conductors or shall be grounded as shown on the Drawings. D. Ground medium voltage motors,in addition to the grounding conductors in the motor feeder 7 cable,with a separate No.4/0 AWG cable to motor frame. Klotz Associates Std, 11/02 01/27/05 r fin Green Tee Lift Station No.5 Rehabilitation Section 16170 City of Pearland GROUNDING AND BONDING Klotz Associates Project No.0218.026 Page 4 E. Motors having power supplied by multiconductor cable shall be grounded by a separate grounding conductor in the cable and where supplied by single conductor cable in conduit by a grounding conductor pulled in the conduit. Connect ground conductors to the ground bus in the motor control center and to the ground terminal provided in the motor conduit box. F. Do not ground the insulated bearing pedestals of large motors. G. Connect ladder-type cable trays to the grounding electrode system. p""{ H. Install a warning ribbon approximately 12 inches below finished grade directly above the ground grid. I. Connect fence posts of chain link and metal fences to the main ground loop at least every 50 feet. 1° I 3.03 INSTALLATION _1 A. Equipment Grounding r, 1. Make grounding connections to surfaces which are dry and cleaned of paint,rust,oxides, scales,grease and dirt to ensure good conductivity. Clean copper and galvanized steel to remove oxide before making welds or connections. 2. Use the exothermic welding process for all connections, except at ground rods and at terminal equipment/components. 3. Make grounding tap connections to all electrical equipment,vessels,electrically driven mechanical equipment,structural steel,handrails,etc. 4. Ground tanks and vessels by making connections to integral structural supports or to existing grounding lugs or pads,and not to the body of the tank or vessel. 5. Leave ground connections to equipment visible for inspection. Protect all grounding taps with PVC non-metallic conduit. 6. Make connections to motor frames and ground buses with lugs attached to the equipment by means of bolts. Do not use motor anchor bolts or equipment housing for fastening lugs 1'1 of grounding cable. 7. Where the wiring for lighting systems consists of single conductor cables in conduit, provide each conduit with an equipment grounding conductor. Use a grounding conductor ,.•l with green colored insulation and ground equipment in the lighting system. B. Raceway and Support Systems Grounding Ton 1. Install raceway,cable rack or tray and conduit so that it is bonded together and permanently grounded to the equipment ground bus. Connection to conduit shall be through grounding bushing or ground clamp. 2. Install raceway at low voltage motor control centers or other low voltage control equipment so that it is bonded and grounded,except that any conduit which is effectively grounded to the sheet metal enclosure by bonding bushing or hubs need not be otherwise bonded. 3. Where a grounding conductor is run in or on a cable tray,bond the grounding conductor to each section of cable tray with a cable tray ground clamp. ,? 4. Where only grounding conductor is installed in a metal conduit,bond both ends of the conduit to the grounding conductor. 5. Provide flexible"jumpers"around raceway expansion joints. Use copper bonding straps for steel conduit. Install jumpers across cable tray joints which have been parted to allow for expansion and any hinged cable tray connections. I C. Power System Grounding 1. Solidly ground the secondary neutral of the main power supply transformer either to the ground grid or through an impedance. See Drawings for details. Klotz Associates Std, 11/02 01/27/05 I Green Tee Lift Station No.5 Rehabilitation Section 16170 City of Pearland GROUNDING AND BONDING Klotz Associates Project No.0218.026 Page 5 2. Solidly ground the neutral of lighting,instrument and control transformers. D. Cable Armor and Shields 1. For shielded control cable,terminate and ground the shield at one end only,preferably at the control panel end for instrument and communication cable and at the supply end for electronic power cables. Maintain shield continuity by jumpering the ground shield across connection point where it is broken at junction boxes, or other splice points. Insulate these points from ground. -." 2. Connect the ground wire in power cable assemblies at each terminal point to a ground bus, if available,or to the equipment enclosure. Do not carry these ground wires through a "doughnut"current transformer(CT)used for ground fault relaying; do carry ground leads from stress cones through CTs. Ground power cable armor and shield at each terminal point. E. Test Wells 1. Provide access(test wells)for testing at each of the ground rod locations. Make test wells of a pipe surrounding the rod and connections with a cover placed on top at grade level. See Drawings for details. 1 2. Install ground rod/test wells at the service entrance pole to serve as the service entrance grounding electrode. Install additional ground rods/test wells as indicated on the Drawings. F. Test 1. Test after all underground installation are complete. 2. Make tests at each grounding tap using a"fall of potential"test method. Each grounding tap shall not exceed a maximum resistance of 5 ohms. Where measured values exceed this figure,install additional ground rods as required to reduce the resistance to the specified limit. Testing shall occur at each grounding tap location. 3. All grounding system testing shall be fully completed,formally organized and submitted, and accepted prior to any equipment being energized. G. Inspection. Inspection of the grounding system by the Engineer and the local Code Inspector must take place before the grid trenches are backfilled. END OF SECTION r r td Klotz Associates S , 11/02 01/27/05 r r Green Tee Lift Station No.5 Rehablilitaiton Section 16195 City of Pearland ELECTRICAL IDENTIFICATION Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Specification for electrical identification including: 1. Nameplates and labels 2. Wire and cable markers 3. Conduit markers 4. Cable tray markers 5. Underground warning tape 6. Warning labels 1.02 REFERENCES t • A. American National Standards Institute/National Fire Protection Association(ANSI/NFPA) 1. No.70-National Electrical Code(NEC) a. Article 110-Requirements for Electrical Installation b. Article 430-Transformers and Transformer Vaults B. City of Pearland Building Code C. Other applicable Codes and Standards as referenced in other Sections. dM D. Underwriters Laboratories. U.L.Standards No. 224-Extruded Insulated Tubing L 1.03 SUBMITTALS A. Submit the following under the provisions of Section 01330-Submittal Procedures: 1. Manufacturer's cut sheets and catalog data 2. Description of materials used 3. Label or nameplate dimensions 4. Engraving or imprint legends 5. Instruction for handling and storage 6. Installation instructions r1.04 DELIVERY,STORAGE AND HANDLING A. Pack materials to permit ease of handling and to provide protection from damage during shipping, handling and storage. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Almetek Industries Incorporated Klotz Associates Std, 11/02 01/27/05 r Green Tee Lift Station No.5 Rehablilitaiton Section 16195 City of Pearland ELECTRICAL IDENTIFICATION Klotz Associates Project No.0218.026 Page 2 B. Brady U.S.A.Incorporated C. Ideal Electric Company D. Raychem Corporation E. 3M Electrical Products Division F. Thomas&Betts G. Tyton Corporation • 2.02 MATERIALS AND EQUIPMENT A. Nameplates and Labels 1. Provide an identification tag for each item of electrical equipment showing its item number and service or application. Use the description shown on the electrical Drawings. 2. For nameplates,use 3-ply phenolic material engraved to show black lettering on a white background. Size the nameplates approximately 1 inch wide and 3 inches long for 3 lines of 3/16 inch- 16 letters with a 0.8 condensed factor. 3. Generally,provide large pieces of equipment with engraved nameplates;provide additional nameplates at pushbuttons and other local devices;as detailed. Provide identification for all other electrical equipment,device or enclosure not furnished with readily noticeable tag, nameplates or other means of identification. -*-r 4. Install nameplates on the front cover of transformers stating the transformer service location number or identification number,the panelboard or device served,and main breaker - feeding the transformer(MCC No. and compai tnient),and the drawing number on which the transformer schematic is shown. 5. Furnish equipment, such as motor starters,safety switches,welding receptacles and circuit . breakers,with 1"x 3"plastic nameplates stating description of item served. 6. Provide nameplates for motors giving the driven equipment description,the service location �5 number, and the MCC number with compartment number when applicable. Nameplates will normally be mounted adjacent to the motor at the motor pushbutton when one is furnished. 7. Install nameplates on the outside and inside of doors to circuit breaker panelboards(i.e., lighting,instrument or receptacle panels). State the panelboard name,the drawing number _ on which the panelboard schedule shows,and the main breaker feeding the panel(MCC No.and compaituient). '"";• 8. Type panelboard directories and insert them inside the panelboard doors. 9. Place a large nameplate approximately 3"x5" on control panels,relay panels,junction boxes or enclosures with electrical devices mounted inside or on the outside of the enclosure indicating the purpose of the cabinet. 10. Provide a nameplate on MCC motor starter doors duplicating motor nameplate data. • B. Wire and Cable Markers J 1. Use pre-printed tubular heat-shrink type wire and cable markers. 2. Select markers manufactured so that the heat-shrink process makes the imprint permanent and solvent-resistant. 3. Use markers that are self-extinguishing,conforming to U.L. Standard No.224 for print performance,heat shock and flammability. 4. Provide marker material that is flexible,radiation cross-linked polyolefin with 3 to 1 shrink ratio,rated 600 volts, and white in color. C. Conduit Markers Klotz Associates Std, 11/02 01/27/05 7 r.., Green Tee Lift Station No. 5 Rehablilitaiton Section 16195 City of Pearland ELECTRICAL IDENTIFICATION Klotz Associates Project No.0218.026 Page 3 r 1. Provide conduit markers made of stainless steel tags approximately 2 inches x 1 inch x 19 7 gage. 2. Stamp the caption on the tag and have it black filled. 3. Punch tags for tie fasteners. Fasten tags to the conduits with stainless steel braided wire. D. Cable Tray Markers 1. For high visibility and contrast,use cable tray markers that are yellow with black legend. r 2. Use markers made of vinyl impregnated cloth,suitable for exposure to corrosive,wet and abrasive environment. 3. Make markers of pre-cut individual letters or numbers with pressure sensitive adhesive -71 backing. 4. Size legend characters to 4 inches high on a total marker height of approximately 5 inches, suitable for applying to 6-inch side rails of a cable tray. E. Underground Warning Tape 7 1. Provide warning tape made of 4 mil thick polyolefin film,3 inches wide,suitable for direct 7 burial and resistant to alkalis, acids and other common soil substances. 2 Use red tape with black legend printed in permanent ink. F. Warning Labels r.' 1. Place OSHA safety labels on enclosures and boxes 100 cubic inches or more containing electrical equipment or terminations. 2. Provide OSHA color codes for the labels. Use labels made from 4 mil vinyl with pressure 7 sensitive adhesive backing. 3. The warning label caption is DANGER-ELECTRICAL or as indicated on the Drawings. 4. Size labels either 5 inches x 3-1/2 inches or 10 inches x 7 inches,as indicated on the 7 Drawings. . PART 3 EXECUTION 7 3.01 PREPARATION A. Degrease and clean surfaces where adhesive labels will be applied. 7 B. Drill holes for nameplates to be fastened with stainless screws. C. Prepare the cable ends for termination and conductor markings. D. Identify conduits at terminating points and select tags accordingly. 3.02 INSTALLATION 7 A. Install nameplates and labels in accordance with the manufacturer's instructions and the Drawings. B. Apply wire and cable markers in accordance with manufacturer's instructions using a heat gun with properly sized nozzle for the application. Tag the wires at both ends with the same notation. C. Tag conduits at junction boxes,pull boxes and at other termination points. tin. D. Identify cable trays at the time of installation with the alphanumeric number shown on the Drawings. Label cable trays on the outside rail. Place the tray identifier at each point where the tray designation changes and at 200 foot intervals in between,but not less than two per run. 7 Klotz Associates Std, 11/02 01/27/05 7 Green Tee Lift Station No.5 Rehablilitaiton Section 16195 City of Pearland ELECTRICAL IDENTIFICATION Klotz Associates Project No.0218.026 Page 4 E. Identify underground conduits,cables or duct banks using the underground warning tape. The underground grounding grid,including the laterals. Also use underground warning tape. Install one tape per trench at 12 inches below grade or as indicated on the Drawings. For wide trenches or duct banks,install one warning tape per 24 inch width. F. Apply the 5 inches by 3-1/2 inches warning labels to disconnect switches,panelboards,terminal boxes,and similar devices in accordance with manufacturer's instruction and the Drawings. Apply the 10 inches x 7 inches warning labels to larger control panel enclosures,motor control centers and to entrance doors to buildings containing electrical power and control equipment. END OF SECTION f j _1 PI Klotz Associates Std, 11/02 01/27/05 H r Green Tee Lift Station No.5 Rehabilitation Section 16402 City of Pearland UNDERGROUND DUCT BANKS Klotz Associates Project No.0218.026 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Underground electrical duct(conduit)banks consisting of one or more conduits. 1.02 REFERENCES A. National Fire Protection Association(NFPA): No.70-National Electrical Code(NEC)Appendix B. • 1.03 SUBMITTALS A. Catalog cut sheets of the ducts and spacers. 1.04 DELIVERY,STORAGE AND HANDLING A. Have duct spacers and associated hardware packed and crated to avoid damage during shipment and handling. B. Clearly mark packages or crates stating that the material is for electrical duct banks only. PART 2 PRODUCTS . 2.01 ACCEPTABLE MANUFACTURERS A. Thomas and Betts. B. Underground Devices Inc. C. Walker Division,Butler Manufacturing Company. 2.02 MATERIALS AND EQUIPMENT A. Conduit. Construct underground conduit banks using principally Schedule 80 rigid PVC conduit with associated sections of PVC coated,rigid,galvanized steel conduit. Refer to Section 16111 - Conduit,Fittings and Bodies. B. Spacers. Secure conduit with non-magnetic,universal,interlocking-type spacers for both horizontal and vertical duct arrangements or with#5 steel reinforcing bars interconnected to form a support lattice. In all cases maintain the required minimum spacing between conduits. PART 3 EXECUTION 3.01 PREPARATION A. Verify from Drawings and field survey that the location of conduit banks does not interfere with any existing or new underground facilities. B. Verify that materials are on site in proper condition and that sufficient quantity is on hand for the work. C. Verify that trenches are in the correct places and prepared with sufficient depth and width to accommodate the conduit banks. D. Be prepared for inspection of the duct banks before they are back filled. Klotz Associates Std, 11/02 01/27/05 C Green Tee Lift Station No.5 Rehabilitation - Section 16402 City of Pearland UNDERGROUND DUCT BANKS Klotz Associates Project No.0218.026 Page 2 E. Before backfilling,verify that the ducts are free of debris and properly installed in the support and spacer systems and that the ducts are properly fitted together and firmly held in place by the hold down hardware. j F. Provide 24-hour notice to Engineer or a representative of the TPWD for cover-up inspection before backfilling conduit banks. 3.02 INSTALLATION 1 A. Use the size of conduit as indicated on the Drawings for the various duct banks required for the project. B. Make conduit bank installations and penetrations through foundation walls watertight. C. Assemble duct banks using ties to the reinforcing steel or non-magnetic saddles,spacers and separators. Position conduits to provide 3-inch minimum separation between the outer surfaces of the conduits. D. Firmly fix ducts in place during back filling. Carefully spade back fill into the excavation to —� ensure filling of spaces between ducts. E. Make bends with sweeps of radius not less than 6 times the smallest diameter of the raceway. F. Make a transition from non-metallic to PVC coated rigid metallic galvanized conduit where '__� required with specific emphasis where conduit banks or individual conduits in underground conduit banks change direction,exit underground conduit banks,pass through slabs on grade, enter structures, or turn vertically for continuation above grade. G. Where ducts enter structures such as handholes,manholes,pullboxes,or buildings,terminate the ducts in suitable end bells,insulated L-bushings,Meyers hubs with auxiliary grounding lugs. Tag conduit entering pull boxes with stamped,stainless steel tags. Identify as designated in cable and conduit schedule. H. Do not backfill with material containing large rock,paving materials,cinders,large or sharply angular substances,corrosive material,or other materials which can damage or contribute to corrosion of ducts or prevent adequate compaction of fill. I. Install a bare stranded copper duct bank ground in each duct bank envelope-. Make ground electrically continuous throughout the entire duct bank system. Connect ground to switchgear, panelboard, or MCC ground buses and to steel conduit extensions of the underground duct system. J. After completion of the duct bank and prior to pulling cable,pull a mandrel,not less than 12 inches long and with a cross section approximately one-fourth inch less than the inside cross section of the duct,through each duct. Then pull a rag swab or sponge through to remove any particles of earth,sand or gravel that may have been left in the duct. Repull the rag or sponge swab until the swab emerges clean. K. Use hemp rope to pull conductors into PVC conduit. Do not use nylon or wire cable for this purpose. L. Install a warning ribbon approximately 12 inches below fmished grade over underground duct banks. Refer to Section 16195 -Electrical Identification. M. For manholes and pull boxes below grade,install wire racks to support cables properly around the perimeter and keep them dry. N. For manholes and pull boxes below grade,construct a french drain,or other drainage as detailed on the Drawings. END OF SECTION Klotz Associates Std, 11/02 01/27/05 Green Tee Lift Station No.5 Rehabilitation Appendix A City of Pearland REQUEST FOR INFORMATION 1 Klotz Associates Project No.0218.026 Pagel Contractor: Clarification Request No.: LLL Attn: Date: r This is a request for a clarification/interpretation on the following: 10. L. r ro, F Prepared By: Date Response Needed: Response: r F F Response Prepared By: Response Returned to Contractor On: cc: Owner r Klotz Associates Std,06/01 r Green Tee Lift Station No.5 Rehabilitation Appendix B City of Pearland WORKER'S COMPENSATION NOTICE Klotz Associates Project No. 0218.026 Page 1 r REQUIRED WORKERS' COMPENSATION COVERAGE -r "The Law required that each person working on this side or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, orprovidinglabor or transportation or other p of er service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive further information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." NTS: POST AT JOB SITE 1." Klotz Associates Std,06/01 C r 7 Green Tee Lift Station No.5 Rehabilitation Appendix C City of Pearland CHANGE ORDER FORM Klotz Associates Project No.0218.026 Page 1 7 CHANGE ORDER NO. XX 104 Contractor Date Description: 1. 7: Reasons for Change Order: 1. 7 CONTRACT PRICE CONTRACT TIMES(Calendar Days) To substantial To final 7Completion Completion Original: $ Original: 0 0 Previous C.O.s(DEDUCT): $ Previous C.O.s(DEDUCT): 0 0 7 This C.O.(DEDUCT): $ This C.O.(DEDUCT): 0 0 Contract Price with all REVISED: N/A N/A approved Change Orders: $ Original Completion Date: xx/xx/xx xx/xx/xx Revised Completion Date: N/A N/A_ r The Contractor agrees that this Change Order includes any and all costs associated with or resulting from the change(s)ordered 7 herein,including all impact,delays,and acceleration costs. Other than the dollar amount and time allowance listed above,there shall be no further time or dollar compensation as a result of this Change Order. 7 THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. 7 RECOMMENDED: By: -111 Engineer(Authorized Signature) Date v, APPROVED: r By: Owner(Authorized Signature) Date ACCEPTED: By: Contractor(Authorized Signature) Date r Klotz Associates Std.08/03 01/25/05 L Green Tee Lift Station No.5 Rehabilitation Appendix D City of Pearland - REQUEST FOR PAYMENT Klotz Associates Project No. 0218.026 Page 1 r For Period From To Estimate No. Date of Request: Current Contract Completion Date: Current Amount of Contract: TOTAL AMOUNT WORK DONE TO DATE: $ Less Amount Retained: ( ) Less Previous Payments: ( ) AMOUNT DUE CONTRACTOR: $ CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge,I certify that all times,quantities and prices of work and materials shown on the face of this estimate are correct;that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor,including all changes authorized thereto;that the foregoing is a true and correct statement of the contract amount up to and including the last day of the period covered by this estimate and that no part of the"AMOUNT DUE CONTRACTOR"has been received. I further certify that all just and lawful bills against the below named Contractor, for labor, material and expendable equipment employed in the performance of said contract have been paid in full accordance with the Contract requirements. NAME OF CONTRACTOR: DATE: BY: TITLE: CERTIFICATE OF ENGINEER'S REPRESENTATIVE t I I certify that a qualified project representative was present on the project on a continual basis to observe construction and that all G materials and work included in this statement have been performed in general accordance with the construction plans and specifications and authorized changes thereto. I further certify that I have verified this estimate and that,to the best of my knowledge and belief,it is a true and correct statement of work performed and materials supplied by the Contractor,that the amount due him is correct and just. PROJECT MANAGER: DATE: OWNERS ACCEPTANCE: DATE: Klotz Associates Std,06/01 r Green Tee Lift Station No.5 Rehabilitation Appendix E City of Pearland PARTIAL/FINAL WAIVER OF LIEN Klotz Associates Project No. 0218.026 Page 1 7 THE STATE OF TEXAS COUNTY OF The undersigned contracted with to furnish Lin connection with certain improvements to real property located in County,Texas,and owned by which improvements are described as follows: r In consideration of Pay Estimate No. in the amount of DOLLARS ($ ) and other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged and confessed,the undersigned does hereby waive and release any mechanics'lien or materialmen's lien or claims of lien that the undersigned has or hereafter has on the above-mentioned real property on account of any labor performed or materials furnished or to be furnished or labor performed and materials furnished by the undersigned pursuant to the above-mentioned contract or any constitutional lien that the undersigned may have. Undersigned hereby guarantees that all bids for labor performed and/or materials furnished in the erection and construction of such improvements on the Property have been fully paid and satisfied and Undersigned does further guarantee that if for any reason a lien or liens are filed for material or labor against said Property arising out of any bills for material or labor in connection with the erection or construction of said improvements thereon, Undersigned will obtain a settlement of such lien or liens and a proper release thereof shall be obtained. CONTRACTOR By: TITLE SWORN TO AND SUBSCRIBED BEFORE ME,on this the day of_,20 ,to certify which witness my hand and seal of office. NOTARY PUBLIC in and for the State of Texas My Commission Expires: Klotz Associates Std,06/01 r r t'"7 Green Tee Lift Station No.5 Rehabilitation Appendix F City of Pearland APPLICATION FOR SUBSTITUTION Klotz Associates Project No.0218.026 Page 1 NOTE: Provisions requiring submittal of this form are described in Paragraphs 6.7.1,6.7.2,and 6.7.3 of the General fir} and Supplementary Conditions. Date: Contractor: Project: Project No. _ Contract No.: (If Applicable) We hereby apply for consideration of (Proposed Substitute Manufacturer) as a substitute manufacturer to the manufacturer(s)named in: Specification Section: Paragraph/Drawing No.: for the following reasons(Check one or more): The specified equipment or material is unavailable or time of delivery will substantially delay the construction progress,but not as result of CONTRACTOR'S failure to pursue Work promptly or coordinate various activities. (Provide supporting information). The proposed equipment or material will provide for packaging and coordination with other equipment from a single source manufacturer/supplier. (Submit name of source supplier and other equipment to be packaged). The proposed equipment or material is a"Substitute Item"to that specified and the Contractor will provide the Owner with a credit of$ if the equipment or material is accepted. Term"Substitute Items" is defined in Paragraph 6.7.1.2 of the General Conditions. We certify that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified and will not prejudice CONTRACTOR's achievement of Substantial Completion on time. A. Physical Characteristics of Proposed Substitute(if applicable): Operating Wt.: lbs Height: Width: Depth: Volts: Hertz: KW.or HP.: B. Will acceptance of the proposed substitute by OWNER: 1. Require a change in the Drawings or Specifications: Yes No If yes,attach an explanation and detailed drawings. 2. Require payment of any license fee or royalty: Yes No If yes,attach an explanation. 3. Result in a change of contract time: Yes No If yes,attach an explanation. Green Tee Lift Station No. 5 Rehabilitation Appendix F City of Pearland APPLICATION FOR SUBSTITUTION Klotz Associates Project No.0218.026 Page 2 C. Variations of proposed substitute from specified material,equipment,methods or procedures include: (If none,state none. Attach separate listing if more space needed.) 1. 2. 3. 4. D. Service Source(Maintenance,Repair,and Replacement)availability: (Start with location closest to site of Project.) 1. Name of Business: Address: City: State: Zip: Years in Business: Factory Authorized: Yes No Parts Stocked: Major Yes No Minor Yes No Field Service Personnel Available: Yes No 2. Name of Business: Address: r r City: State: Zip: Years in Business: Factory Authorized: Yes No Parts Stocked: Major Yes No Minor Yes No Field Service Personnel Available: Yes No E. Identify costs,(direct or indirect), if any, associated with acceptance of this proposed substitute. (If none,state none.) Is a Credit Offered: Yes $ None NOTE: ENGINEER may require CONTRACTOR to furnish,at CONTRACTOR's expense,additional data about the proposed substitute including but not limited to,an analysis by CONTRACTOR of the equivalency of the proposed substitute to the named item. (l EXPERIENCE RECORD DATA LOCATION: Telephone No.: �1 r Green Tee Lift Station No.5 Rehabilitation Appendix F City of Pearland APPLICATION FOR SUBSTITUTION Klotz Associates Project No.0218.026 Page 3 Date Installed: Date Started Up: p Owner's Representative to be Contacted: Engineer's Representative to be contacted Firm's Name: Telephone No.: LOCATION: Telephone No.: Date Installed: Date Started Up: Owner's Representative to be Contacted: Engineer's Representative to be contacted Firm's Name: Telephone No.: LOCATION: Telephone No.: Date Installed: Date Started Up: Owner's Representative to be Contacted: Engineer's Representative to be contacted Firm's Name: Telephone No.: LOCATION: Telephone No.: Date Installed: Date Started Up: Owner's Representative to be Contacted: Engineer's Representative to be contacted Firm's Name: Telephone No.: (Attach a supplementary experience sheet if more records are available.) CONTRACTOR'S SIGNATURE: POSITION: DATE: r r Green Tee Lift Station No.5 Rehabilitation Appendix G City of Pearland CERTIFICATE OF SUBSTANTIAL COMPLETION Klotz Associates Project No.0218.026 Page 1 OWNER CONTRACTOR CONTRACT: PROJECT: OWNER's Contract No. ENGINEER's Project No. DATE OF ISSUANCE This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: r: To OWNER'S REPRESENTATIVE And To CONTRACTOR'S REPRESENTATIVE ► , The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with the_Contract Documents on DATE OF SUBSTANTIAL COMPLETION A.tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive,and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the'Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. EJCDC No.1910-8-D (1996 Edition) Prepared by the Engineers'Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. Klotz Associates Std,07/02 1/25/2005 r Green Tee Lift Station No.5 Rehabilitation Appendix G City of Pearland CERTIFICATE OF SUBSTANTIAL COMPLETION Klotz Associates Project No.0218.026 Page 2 The responsibilities between OWNER and CONTRACTOR for security, operation, safety,maintenance, )I heat, utilities, insurance and warranties and guarantees shall be as follows: OWNER: CONTRACTOR: -"1 The following documents are attached to and made a part of this Certificate: 1 [For items to be attached see definition of Substantial Completion as supplemented and other specifically noted conditions precedent to achieving Substantial Completion as required by Contract Documents.] This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR's obligation to complete the Work in accordance with the Contract Documents. Executed by ENGINEER on Date ENGINEER . l By: (Authorized Signature) CONTRACTOR accepts this Certificate of Substantial Completion on Date CONTRACTOR By: (Authorized Signature) OWNER accepts this Certificate of Substantial Completion on Date OWNER By: I (Authorized Signature) Klotz Associates Std, 07/02 1/25/2005 1 r Green Tee Lift Station No.5 Rehabilitation Appendix H City of Pearland NOTICE OF ACCEPTABILITY OF WORK Klotz Associates Project No.0218.026 Page 1 PROJECT: OWNER: OWNER's CONSTRUCTION CONTRACT IDENTIFICATION: r EFFECTIVE DATE OF THE CONSTRUCTION AGREEMENT: CONSTRUCTION CONTRACT DATE: r To: OWNER'S REPRESENTATIVE And To: CONTRACTOR'S REPRESENTATIVE The undersigned hereby gives notice to the above OWNER and CONTRACTOR that the completed Work 7 furnished and performed by CONTRACTOR under the above Contract is acceptable, expressly subject to the provisions of the related Contract Documents and the terms and conditions set forth on the reverse side hereof. r By: Title: Dated: r r r Klotz Associates Std,07/02 1/25/2005 t 1 Green Tee Lift Station No.5 Rehabilitation Appendix H City of Pearland NOTICE OF ACCEPTABILITY OF WORK Klotz Associates Project No.0218.026 Page 2 (Reverse side of Notice) CONDITIONS OF NOTICE OF ACCEPTABILITY OF WORK 1 r-, The Notice of Acceptability of Work ("Notice") on the front side of this sheet is expressly made subject to the following terms and conditions to which all persons who receive said Notice and rely thereon agree: 1. Said Notice is given with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the same time and in the same locality. 2. Said Notice reflects and is an expression of the professional judgment of ENGINEER. 3. Said Notice is given as to the best of ENGINEER's knowledge,information,and belief as of the date hereof. 4. Said Notice is based entirely on and expressly limited by the scope of services ENGINEER has been employed by OWNER to perform or furnish during construction of the Project (including observation of the CONTRACTOR's work) under ENGINEER's Agreement with OWNER and under the Construction Contract referenced on the reverse hereof,and applies only to facts that are within ENGINEER's knowledge or could reasonably have been ascertained by ENGINEER as a result of carrying out the responsibilities specifically assigned to ENGINEER under ENGINEER's Agreement with OWNER and the Construction Contract referenced on the reverse hereof. 5. 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