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R-2016-104 2016-06-13RESOLUTION NO. R2016-104 A Resolution of the City Council of the City of Pearland, Texas, awarding a bid for the painting of containment walls at various City water treatment facilities to Pardalis Industries Enterprises, Inc., in the amount of $185,000.00. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That competitive bids for the painting of containment walls have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to Pardalis Industries Enterprises, Inc, in the amount of $185,000.00. Section 3. The City Manager or his designee is hereby authorized to execute a contract for the painting of containment walls. PASSED, APPROVED and ADOPTED this the 13th day of June, A.D., 2016. ATTEST: NG LO, IR7G, SEC ;TARY APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY ,________,) TOM REID MAYOR Bid No. 0416-31 Addendum 1 Title Containment Wall Painting Project Specification Responses F&L Coatings and Pardalis Industrial Concrete,LLC Enterprise Inc. Exhibit A Resolution No. R2016-104 Harper Brothers Construction Line Description Mfgr UOM QTY Unit Extended Unit Extended Unit Extended 1 Painting 22 containment areas with AquantaFlex 506 corrosion resistant paint, and including all incidentals as described in A1 -Description of Work provided in the appendix of the document. Raven Lining Systems LS 1 $94,640.00 $94,640.00 $355,000.00 5355,000.00 2 Painting 22 containment areas with VersaFlex 380 Polyurea corrosion resistant paint, and including all incidentals as described in Al - Description of Work provided in the appendix of the document. VersaFlex Incorporated LS 1 $355,000.00 $355,000.00 3 Painting 22 containment areas with Envirolastic AR 200 HD corrosion resistant paint, and including all incidentals as described in Al - Description of Work provided in the appendix of the document. The Sherwin - Williams Company LS 1 $173,400.00 $173,400.00 $287,160.00 $287,160.00 4 By-pass system for bleach and ammonia tank removal and replacement, all locations, by Napco Chemical. EA 1 56,600.00 56,600.00 515,000.00 515,000.00 5 Miscellaneous allowance as approved by the Engineer. LS 1 $5,000.00 $5,000.00 55,000.00 55,000.00 55,000.00 55,000.00 Total $99,640.00 5185,000.00 $1,017,160.00 Resolution No. R2016-104 EXHIBIT A ASSIGNMENT OF CONTRACT FUNDS AND CONSENT THERETO This Assignment of Contract Funds and Consent Thereto (hereinafter "Assignment") is entered into this 15th day of June, 2016 with Pardalis Industrial Enterprise. Inc.("Contractor") and City of Pearland("Owner"). RECITALS WHEREAS, Contractor has entered into an agreement for construction or other services ("Construction Contract") with Owner concerning that certain project known as Containment Wall Painting Project Water Treatment Sites Bid No 0416-31 ("Project"). WHEREAS, Contractor was required to obtain performance, payment and maintenance bonds (the "Bonds") regarding the Construction Contract and the Project; WHEREAS, Endurance Insurance ("Surety") has agreed to issue the Bonds conditioned, in part, on Contractor selecting a fund control company to receive and disburse monies due under the Construction Contract; WHEREAS, Contractor selected and retained THE SOUTHWEST ESCROW COMPANY ("SWEC"), under the Southwest Escrow Company Fund Control / Disbursing Agreement dated the 15th day of June, 2016("Fund Control / Disbursement Agreement") to provide such administration services on its behalf; and WHEREAS, Contractor binds himself his successors, assigns and legal representatives, to all covenants of this Assignment. WHEREAS, Surety acknowledges that the Owner will make payments directly to SWEC for the purpose of carrying out SWEC's obligations under the Fund Control / Disbursing Agreement and agrees that this change in payment terms does not cause Owner to be in default of any previous agreements on payments. CLAUSES NOW THEREFORE, in consideration of the preceding recitals, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Owner and Contractor agree as follows: 1. Through this instrument, Contractor requests, and Owner consents, that all Contract Funds due Contractor under the Construction Contract shall be mailed directly to "THE SOUTHWEST ESCROW COMPANY" at 200 River Pointe Dr. Suite 306 Conroe, TX 7730, including, but not limited to, any and all amounts now due, scheduled to become due in the future, or which become due on account of any increases in or amendments, Rcv. 09/06 1 of 2 LAI 6013459.1.1 additions, supplements, extensions, extras, change orders, additional work or other additional matters relating to the Construction Contract (collectively the "Contract Funds"). The foregoing assignment of Contract Funds is irrevocable, unconditional and absolute, and is not for security purposes. The parties recognize however that the foregoing does not prevent the Owner from withholding from payment to SWEC any amounts Owner would be entitled to withhold from Contractor by virtue of terms of the Construction Contract or by law. 2. The Contractor represents and warrants that he has full legal authority to enter into this Assignment, and that he has taken all corporate action necessary to authorize himself to enter into and perform under the Construction Contract and this Assignment. 3. SWEC shall distribute the Contract Funds received under this Assignment in accordance with the terms and conditions of the Fund Control / Disbursement Agreement in order to discharge Contractor's obligations to subcontractors and suppliers for any work performed under the Construction Contract. City of Pearland (Owner) (Contractor) By: (Sign) �., By: (Sign) X - J' By: (Print) Its: Paradalis Industrial Enterprise, Inc. By: (Print) Too >1 . eou `co Its: ?I -e1; de 4 i NOTE: This must be signed by an authorized representative of the Owner. The architect or engineer should not sign this document. Rev. 09/06 2 of • 2 LAI 60134541.1 Project Manual for: Resolution No. R2016-104 Containment Wall Painting Project Water Treatment Sites Bid No.: 0416-31 April, 2016 Prepared By: HDR Engineering Inc. 4635 Southwest Freeway, Suite 1000 Houston, Texas 77027 (713) 622-9264 Texas Reg. No. F-00754 ("` Project Manual for: Containment Wall Painting Project Water Treatment Sites COP Project No. : n/a Bid No. : 0416-31 April, 2016 Prepared By: HDR Engineering Inc. 4828 Loop Central Drive, Suite 800 Houston, Texas 77081 Texas Reg. No. F-00754 TABLE OF CONTENTS SECTION TITLE DIVISION 0—BIDDING AND CONTRACT DOCUMENTS 00100 Invitation to Bid 00200 Instructions to Bidders 00300 Bid Proposal 00500 Standard Form of Agreement 00610 Performance Bond 00611 Payment Bond 00612 One-Year Maintenance Bond 00615 Partial Waiver of Lien 00700 General Conditions of Agreement 00800 Special Conditions of Agreement 00811 Wage Scale for Engineering Construction DIVISION 1 —GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises 01200 Measurement and Payment Procedures 01290 Change Order Procedures 01310 Coordination and Meetings 01350 Submittals 01380 Construction Photographs 01420 Referenced Standards 01430 Contractor's Quality Control 01440 Observation Services 01450 Testing Laboratory Services 01500 Temporary Facilities and Controls 01505 Mobilization 01562 Waste Material Disposal 01580 Project Identification Signs 01600 Material and Equipment 01630 Product Options and Substitutions 01760 Project Record Documents 01770 Contract Closeout DIVISION 2—SITE WORK 02200 Site Preparation DIVISION 9—COATINGS 09 91 13 Exterior Paint 09 96 53 Spray Applied Secondary Containment Corrosion-Resistant Lining APPENDIX Al Description of Work A2 Containment Wall Site Data Sheets A3 Paint Quantity Worksheet END OF SECTION 00010- 1of1 CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEARLAND, TEXAS Lowest Responsible Bidder Sealed Electronic Bids will be accepted for the following project, in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https://pearland.ionwave.net/Login.aspx. All interested Bidders are required to register as a "supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration". Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services,New (Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) * Construction Services, Heavy(Includes Maintenance and Repair Services) * Construction Services, Trade (New Construction) For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions regarding electronic bidding should be directed to City Purchasing Officer at ebids@pearlandtx.gov. All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, City Hall located at 3519 Liberty Drive, Pearland, Texas 77581. Electronic bids will be accepted until 2:00 p.m., Tuesday, April 26th 2016. All Bids shall reference the following project information in the appropriate locations in provided electronic format. All properly submitted bids shall be publicly "opened" and read aloud into the public record following the closing of the acceptance period for the construction of: Containment Wall Painting Project City of Pearland, Texas • COP PN: n/a BID NO.: 0416-31 A mandatory pre-bid conference will be held at the City of Pearland City Hall at 3519 Liberty Drive,Pearland, Texas 77581 at 11:00 a.m. on April, 19th, 2016. The project will entail the painting of containment walls at the City's water treatment plants. 02-2015 00100- 1 of 3 CITY OF PEARLAND INVITATION TO BID Upon award of a contract, the successful Bidder will be required to utilize the City's web based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to, all transmittals and material submittals, RFI's, RFC's, Change Orders, Applications for Payment and all project communications with the City, its Construction Manager and Engineer. This system has certain hardware, internet access and operation requirements that form the basis for all project communications, documentation and records for the project. For more information, see INSTRUCTIONS TO BIDDERS, Section 00200. Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https://pearland.ionwave.net/Login.aspx upon registration. The documents are NOT viewable without registration. These same documents are also available at the following locations. City of Pearland, City Hall (281) 652-1600 Purchasing Department 3519 Liberty Drive Pearland, Texas 77581 Amtek Plan Room (713) 956-0100 4001 Sherwood Houston, TX 77092 The Associated General Contractors of America, Inc. (713) 334-7100 2400 Augusta, Suite 350 Houston, TX 77057 Virtual Builders Exchange (832) 613-0201 7035 W. Tidwell Building J, Suite 112 Houston, TX 77092 McGrawHill Construction—Dodge Reports 1-800-393-6343 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System. BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s). Bid Security and Bonds: Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall 02-2015 00100-2 of 3 CITY OF PEARLAND INVITATION TO BID scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall be delivered to: Office of City Purchasing, Finance Depai fluent, 2nd Floor City Hall, 3519 Liberty Drive, Pearland, Texas 77581. The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent (100%) of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of "Treasury Department Circular No. 570", naming the City of Pearland, Texas as Obligee. Additionally, the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color,religion, sex, or national origin. Nondiscrimination: The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Depaitinent of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal: The Disadvantaged Business Enterprise (DBE) goal for this project is 0%. The Small Business Enterprise (SBE) goal for this project is 0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Selection Criteria: The Contract is to be awarded on the basis of Lowest Responsible Bidder. In identifying this criteria the City will consider: 1) lowest total bid price for all work listed and specifically requested, including but not limited to: Base Bid, Extra Work items and selected Alternates. The City of Pearland reserves the right to award a contract based on any combination of the above considered to be in its best interests or to reject any or all bids. A bid that has been "opened" may not be changed for the purposes of correcting an error in the bid price. Young Lorfing, TRMC City Secretary, City of Pearland First Publication date 4/7/16 Second Publication date 4/14/16 02-2015 00100-3 of 3 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Section 00200 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1 The term "Owner" hereinafter is defined as the City of Pearland and is used interchangeably with the term"the City". Both terms are synonymous and refer to the City. 1.2 The term "Bidder" means one who submits a Bid Proposal directly to Owner, as distinct from a sub-bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest responsible Bidder to whom the Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bid Documents" includes the Invitation to Bidders, Instructions to Bidders, the Bid Proposal, and the proposed Contract Documents (including all Addenda issued prior to receipts of bids). 1.3 The term "E-bid System" refers to the City's electronic bidding system. This is a web- based system that provides all Bid Documents electronically to potential Bidders and forms the pathway for interested Bidders to submit bids in response to advertisement and invitation. The term "e-bid" and/ or "electronic bid" means the Bidders' electronic response submitted on the electronic Bid Proposal to the Owner by way of the E-bid System.. The terms "electronic bid" or "e-bid" are used inter-changeably to describe the above bid process to submit an authorized bid to the City in response to an Invitation to Bidders. 1.4 The term "Pro-Trak" means the City's web-based contract administration and construction records management system used by involved parties to administer the project. This system serves as the web accessed centralized information distribution hub for communications and document management, pay application processing and record retention for all project documentation. Operational instructions for this system will be issued to the successful Bidder at the pre-Construction Meeting. 1.5 All other definitions set out in the Contract Documents are applicable to terms used in the Bidding Documents. 1.6 Unless otherwise expressly provided herein, all references to "day(s)" shall mean consecutive calendar day(s). 2. Registration for E-bid System 2.1 The Owner's E-bid System is accessible via the City's web site at https://pearland.ionwave.net/Login.aspx. Bid documents can be viewed by simply selecting a specific project from the BID OPPORTUNITIES list and clicking on that project API ER registration as a Supplier. Potential Bidders MUST REGISTER as a"Supplier"by clicking on the Supplier Registration button and completing the registration form. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services, New (Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) (8°-`, * Construction Services, Heavy (Includes Maintenance and Repair Services) * Construction Services, Trade (New Construction) 12-2014 00200-1 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Select the appropriate Time Zone for the Bidder's location and whether that location observes Daylight Savings time. Complete the registration information providing all required contact information and establish password security for the E-bid System. Once complete, "suppliers" will receive emails notifying of bid opportunities. Downloading any project bid data will automatically place the bidder's contact information on the list of plan holders list and the E- bid System will automatically send any and all updates, changes or addenda associated with that project. 2.2 The electronic Bid Proposal can only be submitted through this system. The form can be printed for Bidder's use, but the Bid Proposal MUST be submitted on the electronic form within the E-bid System. 2.3 Questions regarding use of the E-bid System may be directed by email to: ebids@ pearlandtx.gov. 3. Copies of Bidding Documents 3.1 Complete sets of "electronic" Bidding Documents are available for download to registered Bidders at No Cost from the City's E-bid System at: www.cityofpearland.orglbids. Interested Bidders must register as a "Supplier" on this site in order to receive the Bid Documents, and all Addenda or other notifications of changes, including communications from the Owner or Engineer. All Bid Documents are available to download and print. 3.2 The Bidder accepts sole responsibility for ensuring that he obtains a full set of these documents by completing the registration and executing a full and complete download of the project documents. Downloading of Bid Documents automatically ensures receipt of any and all subsequent communications from the City or its Engineer. 3.2 Copies of Bidding Documents are available or may be viewed at any of the Plan Houses listed in the Invitation to Bidders. It is recommended that all interested Bidders, whether bidding directly to the Owner or Sub-bidders bidding to a Bidder, register as a Supplier and download the project Bid Documents. 3.3 Complete sets of Bidding Documents must be used in preparing Bid Proposals; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents including, but not limited to all Addenda issued prior to bid. 3.4 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bid Proposals on the Work, and do not confer a license or grant for any other use. 4. Qualifications of Bidders 4.1 In determining to whom to award a contract, the City of Pearland may consider, in addition to the other selection criteria identified in section 16 of these Instructions to Bidders, the following Qualifications of Bidder, and each Bidder must be prepared to submit within two (2) days of Owner's request any or all of such Qualifications requested: 1) A brief narrative of previous experience of the Bidder with projects of a similar nature and scope; 12-2014 00200-2 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 2) A list, including owner name and project location, of on-going projects and contracts for construction of projects of the Bidder which are not yet substantially complete; 3 A list of proposed subcontractors and suppliers for the project being bid; 4) A list of name, address and telephone number of references for projects completed by Bidder; and 5) A Financial Statement of Bidder, consisting of the balance sheet and annual income statement of Bidder for the Bidder's last fiscal year end preceding the submission of the Bid Proposal, which has been audited or examined by an independent certified public accountant. The Financial Statement of Bidder shall be used to determine a Bidder's net working capital, which is defined as current assets less current liabilities. A Bidder's net working capital shall be considered evidence of the Bidder's ability to provide sufficient financial management of the project being bid. The Bidder's Financial Statement shall be clearly and conspicuously marked as "confidential", and shall be deemed and treated as confidential and excepted from the Public Information disclosure requirements of Texas Government Code Section 552.001 et seq., as such information, if released, would give advantage to a competitor or bidder, and/or would cause substantial competitive harm to Bidder. 5. Examination of Contract Documents and Site 5.1 It is the responsibility of each Bidder before submitting a Bid Proposal, to (a) examine the Bidding Documents thoroughly, (b) visit the site to become familiar with local conditions (1"b\ that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local laws and regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors, omissions or discrepancies in the Contract Documents, (f) to recognize and plan for use of the City's "Pro-Trak" software to administer the construction process and perform the work of the project. 5.2 Any reports of explorations and tests of conditions at the site which have been utilized by the Engineer in preparation of the Contract Documents will be made available to Bidders for review, but such reports are not part of the Contract Documents. Bidder may not and should not rely upon the accuracy of the data contained in such reports, interpretations or opinions contained therein, or the completeness thereof, for the purposes of bidding or construction. 5.3 Information and data reflected in the Contract Documents with respect to underground utilities, equipment or other 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 does not assume responsibility for the accuracy or completeness thereof. 5.4 Before submitting a Bid Proposal, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical 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 and which Bidder deems necessary to determine its Bid Proposal prices for performing and furnishing the Work in 12-2014 00200-3 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS accordance with the Contract Time, Contract Price and other terms and conditions of the Contract Documents. 5.5 On request in advance, Owner will provide each prospective Bidder access to the site to conduct such explorations and tests as each prospective Bidder deems necessary for submission of a Bid Proposal. Prospective Bidders shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. 5.6 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, access thereto or contractual arrangements for use by the Contractor required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5.7 The submission of a Bid Proposal will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid Proposal is premised upon performing and furnishing all of the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in, required by or reasonably inferred from the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6. Interpretations and Addenda 6.1 All questions about the meaning or intent of the Contract Documents are to be directed to Engineer. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered or transmitted by electronic means to all registered Bidders in the City's E-bid System. Questions received less than five (5) days prior to the date for opening of Bid Proposals may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. Addenda will automatically be made available to all registered Bidders that have downloaded Bid Documents from the City's E-bid System. 7. Bid Security 7.1 Each Bid Proposal must be accompanied by bid security made payable to Owner in an amount of five percent (5%) of the Bidder's maximum Bid Proposal price, in the form of a certified check, cashier's check or a Bid Bond("Bid Security"). 7.2 Bidders submitting bids through the E-bid System shall scan and up-load a copy of their Bid Security (sealed Bid Bond, Certified Check or Cashier's Check ) as an attachment to their electronic bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 12-2014 00200-4 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS business hours of the Bid Opening. Bid Security shall be delivered to: Office of City Purchasing, Finance Department, 2nd Floor City Hall, 3519 Liberty Drive, Pearland, Texas 77581. 7.3 The Bid Security of the Successful Bidder will be retained until such time as Bidder has executed_the Standard Form of Agreement, and furnished the required Performance and Payment Bonds, whereupon the Bid Security, of both bidders will be returned. If the Successful Bidder fails to execute and deliver the Standard Form of Agreement and furnish the required performance and payment bonds within ten (10) days after the Notice of Award, Owner may annul the Notice of Award and shall be entitled to make a claim against the Bid Security. The Bid Security of other Bidders will be retained until the Contract is awarded and the Standard Form of Agreement becomes effective, or all bids are rejected, whereupon Bid Security furnished by all such Bidders will be returned. 8. Contract Time 8.1 The number of days in which the Work is to be Substantially Completed, as set forth in the Bid Proposal form and the Standard Form of Agreement, subject to such extension of time as may be due under the terms and conditions of the Contract Documents ("Contract Time"). All references to "time"or"days" shall be interpreted as consecutive calendar days. 9. Liquidated Damages and Early Completion Bonus 9.1 Provisions for liquidated damages and early completion bonus, if any, are set forth in the Standard Form of Agreement. 10 Substitute or"Or-Equal" Items 10.1 The Contract, if awarded, will be on the basis of the selected materials and equipment described in the Plans or specified in the Specifications without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Plans or specified in the Specifications that a substitute or "or-equal" item of material or equipment may be furnished or used by the Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Agreement becomes effective. All "or-equal" references shall be interpreted to mean "or approved equal". The procedure for submission of any such application by Contractor and consideration by Engineer is set forth in the Contract Documents. 11. Bid Form 11.1 The Bid Proposal form (Section 00300 Bid Proposal) is included with the Bidding Documents when downloaded. This Document must be printed and signed, as required below, and then uploaded as an Attachment to the Bid. All E-bids must be submitted on the City's official E-bid System Bid Proposal document. All blanks on the Bid Proposal form must be completed or filled in. The Bidder shall bid all Alternates, if any. Incomplete Bid Proposals may be cause for rejection. ,11.2 Bid Proposals by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied be evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. 12-2014 00200-5 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS The corporate address and state of incorporation must be shown below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.3 Bid Proposals by partnerships must be executed in the partnership name and signed by a general partner, whose title must appear under the signature, and if a corporate general partner, executed as required above for corporations and the official address of the partnership must be shown below the signature. All names must be typed or printed below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.4 The Bidder shall acknowledge receipt of all Addenda (the number of which must be filled in on the Bid Proposal form). 11.6 The address and telephone number for communications regarding the Bid Proposal must be shown on the Bid Proposal form. 12. Submission of Bid Proposals 12.1 The place, date and/or time designated for opening Bid Proposals may be changed in accordance with applicable laws, codes and ordinances. Any such changes to the Bid Schedule shall be made by Addenda. 12.2 Electronic Bids shall be submitted per the requirements, instructions, terms and conditions as stated in the registration and submittal instructions of the City's E-bid System electronic bidding software. All Bidders utilizing this system MUST register as a potential supplier, (Bidder). E-Bids are submitted directly via the City's Web based system located at https://pearland.ionwave.net/Login.aspx. Bid Proposals submitted after the bid date and time will be rejected. 13. Modification and Withdrawal of Bid Proposals 13.1 Prior to submission, E-bid Bid Proposals may be modified or withdrawn without prejudice. 13.2 Once submitted, Bid Proposals may only be modified by an appropriate document duly executed (in the manner that a Bid Proposal must be executed) and delivered to Office of City Purchasing, Finance Department, 2nd Floor City Hall, 3519 Liberty Drive, Pearland, Texas 77581 and submitted any time prior to the opening of Bid Proposals. 13.3 A Bidder may not modify or withdraw its Bid Proposal by facsimile or verbal means. A withdrawn Bid Proposal may be resubmitted prior to the designated time for opening Bid Proposals. No bid may be withdrawn or terminated for a period of sixty (60) days subsequent to the bid opening date without the consent of the City of Pearland. 13.4 If, within twenty-four (24) hours after Bid Proposals are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material mistake in the preparation of its Bid Proposal, that Bidder may request to withdraw its Bid Proposal and the bid security may be returned or, at the discretion of the Owner, Owner may make a claim against the bid security. Thereafter, that Bidder will be disqualified from further bidding on the Project to be provided under the Contract Documents. 12-2014 00200-6 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 14. Opening of Bid Proposals 14.1 Bid Proposals will be opened and (unless obviously non-responsive) read aloud publicly. An abstract of the amounts of the base Bid Proposals and major alternates (if any) will be made available to Bidders after the opening of Bid Proposals. Bid Proposals, in their entirety, shall be open for public inspection after the contract is awarded, with the exception of any trade secrets or confidential information contained therein, provided Bidder has expressly identified any specific information contained therein as being trade secrets or confidential information. 15. Bid Proposals to Remain Subject to Acceptance 15.1 All Bid Proposals will remain subject to acceptance for ninety (90) days after the day of the Bid Proposal opening, but Owner may, in its sole discretion, release any Bid Proposal and return the bid security prior to that date. 16. Award of Contract 16.1 Owner reserves the right to reject any and all Bid Proposals, to waive any and all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. Owner may reject a bid as non-responsive if: 1) Bidder fails to provide required Bid Security; 2) Bidder improperly or illegibly completes or fails to complete all information required by the Bidding Documents; 3) Bidder fails to sign the Bid Proposal or improperly signs the Bid Proposal; 4) Bidder qualifies its Bid Proposal; 5) Bidder tardily or otherwise improperly submits its Bid Proposal; 6) Bidder fails to submit the Qualifications of Bidder as required under section 3 of these Instructions to Bidders; or 7) Bid Proposal is otherwise non-responsive. Contracts are awarded on the basis of one of the following criteria: A)provision of the "Best Value" or B) Lowest Responsible Bidder 16.2 Best Value. In determining the best value for the Owner, and in determining to whom to award a contract, Owner may consider: 1) purchase price; 2) reputation of the Bidder and Bidder's goods or services; 3) quality of Bidder's goods or services; 4) extent to which the goods or services meet the Owner's needs; 5) Bidder's past relationship with the Owner; 6) impact on the ability of Owner to comply with laws and rules relating to contracting with historically underutilized businesses and nonprofit organizations employing persons with disabilities; 7) total long-term cost to Owner to acquire Bidder's goods or services; 8) the Qualifications of Bidder; and 9) any other relevant criteria specifically listed in the Bidding Documents. A contract to be awarded to the Bidder offering the Best Value may be let on either a lump sum basis or a unit cost basis dependent on the Bid Proposal format. 16.3 Lowest Responsible Bidder. In determining Lowest Responsible Bidder, Owner will consider: Lowest Total Bid price for all work including Base Bid, Extra Work and Alternates, if any, and any other cost criteria. Additional evaluation criteria may include: the Qualifications of the Bidders, whether or not the Bid Proposals comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Proposal form or prior to the Notice of Award. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the 12-2014 00200-7 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. A contract to be awarded to the Lowest Responsible Bidder may be let on either a lump sum basis or a unit cost basis dependent on the Bid Proposal format. Acceptance of any and all bids may be conditioned on compliance with the requirement for attendance of the mandatory pre-bid meeting. 16.4 In either case, Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid Proposal and to establish the responsibility, qualifications and financial ability of 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 Contract Time. 17. Contract Security 17.1 When the Successful Bidder delivers the executed Standard Form of Agreement to Owner, it must be accompanied by the Performance, Payment, Maintenance and Surface Correction Bonds required by the Contract Documents. Bonds may be on the forms provided herein or an equal form containing no substantive changes, as determined by Owner. 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 Standard Form of Agreement, and the required Performance and Payment Bond forms. Within ten (10) days thereafter Contractor shall sign and deliver the required number of counterparts of the Standard Form of Agreement to Owner with the required Bonds. Within ten (10) days thereafter, Owner shall deliver one fully signed counterpart to Contractor. There shall be no contract or agreement between Owner and the Successful Bidder until proper execution and attestation of the Standard Form of Agreement by authorized representatives of the Owner. 19. Pre-bid Conference 19.1 A pre-bid conference will be held as indicated in the Invitation to Bid. 20. Retainage 20.1 Provisions concerning retainage are set forth in the Contract Documents. END OF SECTION 12-2014 00200-8 of 8 CITY OF PEARLAND BID PROPOSAL Section 00300 BID PROPOSAL Part A Date: 04/26/2016 Bid of Pardalis Industrial Enterprises Inc. , an individual proprietorship/a corporation organized and existing under the laws of the State of Texas/a partnership consisting of Houston, TX ,for the construction of: Containment Wall Painting Project City of Pearland,Texas COP PN: n/a BID NO.: 0416-31 (Submitted in Electronic format) To: The Honorable Mayor and City Council of Pearland City of Pearland 3 519 Liberty Drive Pearland, Texas 77581 Pursuant to the published Invitation to Bidders, and Instructions to Bidders, the undersigned Bidder hereby proposes to perform all the work and furnish all necessary superintendence, labor, machinery, equipment, tools and materials, and whatever else may be necessary to complete all the work described in or reasonably inferable from the Contract Documents for the construction of the Containment Wall Painting Project located at various water treatment sites with all related appurtenances, complete, tested, and operational, in accordance with the Plans and Specifications prepared by the Mr. Kerry Lackey, P.E., HDR Engineering, 4828 Loop Central Drive, Suite 800, Houston, TX 77081, for the unit prices or applicable prices set forth in Exhibit "A", the electronic bid form as contained in the City's E-bid system, which, once fully executed and submitted shall constitute a legal and executable proposal from the Bidder. It is understood that, in the event any changes are ordered on any part of the Work, the applicable unit prices bid shall apply as additions to or deductions from the total prices for the parts of the Work so changed. The Bid Security required under the Instructions to Bidders is included and has been uploaded as an attachment within the E-bid system and, that a fully executed, signed and sealed hard copy has been delivered to the Office of City Purchasing, Finance Department, 2nd Floor, City Hall, 3519 Liberty Drive, Pearland, Texas 77581. The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of Bidder, as required by the Instructions to Bidders if requested to do so as a condition of the Bid review. The Bidder binds himself, upon acceptance of his proposal, to execute the Standard Form of Agreement and furnish an acceptable Performance and Payment Bond and Maintenance Bond, each in the amount of one hundred percent (100%) of the total Contract Price, according to the forms included in the Contract Documents, for performing and completing the said work within the time stated and for the prices stated in Part B of this proposal along with all required insurance in the required amounts. Bidder's Initial's: TS 10-2012 00300- l of 2 CITY OF PEARLAND BID PROPOSAL The undersigned Bidder agrees to commence work within 10 days of the date of a written Notice to Proceed. It is understood that the Work is to be Substantially Complete within sixty (60) days after the date of the Notice to Proceed. Time for Substantial Completion shall begin on the date established by the Notice to Proceed. The Contractor will pay liquidated damages in the amount(s) specified in Document 00500 — Standard Fonn of Agreement, in the event the Work is not Substantially Complete within the Contract Time. The undersigned agrees that the amounts bid in this Bid Proposal will not be withdrawn or modified for ninety (90) days following date of Bid Proposal opening, or such longer period as may be agreed to in writing by the City of Pearland and Bidder. It is understood that in the event the Successful Bidder fails to enter into the Standard Form of Agreement and/or to furnish an acceptable Performance and Payment Bond , each in the amount of one hundred (100) percent of the Contract Price, along with all required insurance in the stated amounts within ten (10) days of the Notice of Award, the Successful Bidder will forfeit the Bid Security as provided in the Instructions to Bidders. Unless otherwise expressly provided herein, all references to"day(s)" shall mean calendar day(s). The Bidder acknowledges that the following Addenda have been received. The modifications to the Bidding Documents noted therein have been considered and all costs thereto are included in the Bid Proposal prices. Addendum No.: 1 Date: 04/19/2016 Addendum No.: Date: Addendum No.: Date: Addendum No.: Date: Bidder hereby represents that the only person or parties interested in this offer as principals are those named. Bidder has not directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding. Firm Name: Pardalis Industrial Enterprises Inc. By: Antonios Saroukos Title: President Address: 3320 Longhorn Dr. Houston TX 77084 Phone No: 8327257202 ATTEST: R ios S cAQcD 5. (Seal, if Bidder is a Corporation) (Typed or Printed Name) Signature Date: 0 16 END OF SECTION Bidder's Initial's: TS 10-2012 00300-2 of 2 Containment Wall Painting Project 'City of Pearland BID PROPOSAL Item No. Item Description Unit. Quantity Unit Price Total Amount BID ITEMS la** Painting 22 containment areas'with AquantaFlex 506 corrosion resistant paint,and including all incidentals as desribed in Al -Description ofIV A Work provided in the appendix of this document LS 1 - lb** Painting 22 containment areas with VersaFlex 380 Polyurea corrosion resistant paint,and including all incidentals as desribed in Al - V� leg Description of Work provided in the appendix of this document LS 1 `"T • lc** Painting 22 containment areas with Envirolastic AR 200"IID corrosion resistant paint,and including all incidentals as desribed in A l - ¢� Description.of Work provided in the appendix of this document LS 1 3/'1OO . 1'-, 4,00 Pardalis Industrial Enterprises Inc 2 By-pass system for bleach and ammonia tank removal and replacement, all locations,by Napco Chemical LS 1 ' ' G400 ' G Csoo 3 Miscellaneous allowance as approved by the-Engineer LS 1 $5,000.00 $5,000.00 TOTAL BID: tt• t 0 000 TINCOhibToAc6koviej Qvcite isez Company Submitting Bid Signature of Authorized Representative • *By submitting this bid the authorized-representative confirms that they have visited the location of workand that the unit prices submitted include all incidentals to complete all of the-work. • **Contractor may bid on one or more of items la, lb& ic.It is intended that the Owner will • choose the coating system from one of these items to utilize for all containment areas in the ,project. I-IDR Job No. 16-014 ENDURANCE AMERICAN INSURANCE COMPANY Bid Bond KNOW ALL MENBY Bond Number BID9617000003 THESE PRESENTS: That we PARDALIS Industrial Enterprises, Inc. (Name and Address of Contractor) as Principal (hereinafter the "Principal"), and Endurance American Insurance Company, a Delaware corporation having its principal office located at 750 Third Avenue,New York,NY 10017 (hereinafter the"Surety"),are held and firmly bound unto City of Pearland 3519 Liberty Drive Pearland, TX 77581 • (Name, address and legal title of Owner) (hereinafter the"Obligee")in the sum of Five Percent of GAB Dollars . ( 5 e GAB for the payment of which heirs, executors, administrators,successors andassigns,jointly nand themselves,cipal and Surety bind severally,as provided herein. WHEREAS,the Principal has submitted a bid for City of Pearland 3519 Liberty Drive Pearland, TX 77581 Containment Wall Painting Project - Water Treatment Sites (insert full name, address and description of Project) NOW,THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety,or in the event of the failure of the Principal to enter into such contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference,not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may reasonably contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remainin full force and effect. The liability of the Surety hereunder shall in no event exceed the lesser of: (a)the penalty hereof; or(b)the difference between the amount specified in the Principal's bid and any larger amount for which the Obligee reasonably contracts with another party to perform the work specified in the Principal's bid. Signed and sealed this 26th day of April 2016 ATTEST: £I I¢ lt )cP0QAti 4 Qi I (Principal) VI • 1J Endurance American Insurance Company • WS-1191600-0911 By: • (Title) W S: ENDURANCE AMERICAN INSURANCE COMPANY " (Attorney.in-fact)Kristiiia-Mattrhijetz CIL\ rw'\ 2 Endurance American Insurance Company WS-I191600-0911 ENDURANCE AMERICAN INSURANCE COMPANY BID9617000003 POWER OF ATTORNEY Seal Number.96 20tow aff Wen by these Presents;that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the`Corporation"),with offices at 750 Third Avenue,New York,New York 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint MICHAEL T.SIEGELER,TERESA S.MUNIZ,KRISTINA M.MATTHIJETZ ifs true and lawful Attomey(s)-in-fact,at GIDDINGS in the State of TX and each of them to have full power to act without the other or others,to make,execute,seal and deliver for and on its behalf bonds,undertakings or obligations in surety or co-surety with others,also to execute and deliver on its behalf renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid bonds,undertakings or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall obligate the Corporation for any portion of the penal sum thereof in excess of the sum of TEN MILLION Dollars($10,000,000.00). Such bonds and undertakings for said purposes,when duly executed by said attomey(s)-in-fact,shall be binding upon the Corporation as fully and to the same extent as if signed by the President of the Corporation under its corporate seal attested by its Corporate Secretary.3 This appointment is made under and by authority of certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 214 day of July,2011,a copy of which appears below under the heading entitled'Certificate'. 3 This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the Board of Directors of the Corporation by unanimous written consent on the 21a day of July,2011 and said resolution has not since been revoked,amended or repealed: RESOLY, D,,►hakjn granting powers of attorney pursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on ih;2 ¢.ay'tof'33�fyj1�1,the signature of such directors and officers and the seal of the Corporation maybe affixed to any such power of attorney koc oer)ifirajare)htirjg;fhereto by facsimile,and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding .•101,:c teiTC6rpofatiblr irafro fillure with respect to any bond or undertaking to which it is attached. " )! This Pow Qf Attome;shall expire add;-all uthority hereunder shall terminate without notice at 12:01 am.(Standard Timer where said attorneys)-in-fact is authorized to act) JANUAR' ST,2017=ii&q_At IN AMTNES , OF,the of a on has caused these presents to be duly signed and its corporate seal to be hereunto affixed and attested this 1ST day of FEBRUARY,2016 at New York, New York. '�,�r •=�?_....`.•-' (Corporate Seal)• e r;,a' ENDURANCE AMERICAN INSURANCE COMPANY 1'+rn4i,ui,yua,ty) 'Y)/) 2tyr..•(-� ATTESTBY f Richard M.Appel,Senior Vice President Brian Beggs,Executive Vice President • STATE OF NEW YORK ss:MANHATTAN cam, COUNTY OF NEW YORK On the 1ST day of FEBRUARY,2016 before me personally came LYNNE MOYER to me known,who being by me duly sworn,did depose and say that(s)he resides in NEW YORK,NEW YORK that (s)he is a SENIOR 1(IG6 PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the corporation described in and which executed the above instrument;that(s)he knows the seal of said corporlion; thA_sgxlffiked to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation,and that(s)he signed his(her)name thereto by like order. Q- 0 TA ff (NotarialSe ,t� I10 _ - odW?62o.1375 �l ^ o L4Llrf ED 1)t - Maria Linares(Arroyo),Notary Public-My Commission Expires:February 23,2017 VrESTCHSS-RA forty — CbMVI loath au.3hw7 CERTIFICATE STATE OF,NEWYtf!#Cgt Ic- os AANHATTAN COUNTY OF3A'NSTVEAL€94 `` I,Doug Worman,the Chte'f Executive Officer of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the'Corporation"),hereby certify: 1_ That the original power of attorney of which the foregoing is a copy was duly executed on behalf of the Corporation and has not since been revoked,amended or modified;that the undersigned has compared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2. The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on the 21-r day of July,2011 and said resolutions have not since been revoked,amended or modified: °RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or obligations in surety or co surety with others and to execute and deliver for and on behalf of the Corporation renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid bonds, undertakings or obligations: RICHARD M.APPEL,LYNNE MOYER • And RESOLVED Ftl(iT{Et2k(hA g 1:of the individuals named above is authorized to appoint attorneys-in-fact for the purpose of making,executing,sealing and delivering bonds,undertakings or u r obligations it p oA ty f�ghd on behalf of the Corporation. 3. The ugbe igneg further cerfifi thac;fle above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. xCf! "A)• -Ciis IN WITNESS WiEREOFAItufve hereuri(aset my hand and affixed the corporate seal this day of ,20 Co ornate Sisa1.<"" • ''•. o )' Doug Worman,Chief Executive Officer of U.S.Insurance Any reproductions are void. City of Pearland Texas (City of Pearland Texas) Supplier Response Bid Information Contact Information Ship to Information Bid Creator Julie Blackmore Buyer Address Address Email jlackmore@pearlandtx.gov Phone 281 (652) 1790 Fax Contact Contact Bid Number 0416-31 Addendum 1 Department Department Title Containment Wall Painting Building Building Project Bid Type Invitation to Bid Floor/Room Floor/Room Issue Date 4/7/2016 03:15:00 PM(CT) Telephone Telephone Close Date 4/28/2016 02:00:00 PM(CT) Fax Fax Need by Date Email Email Supplier Information Company Pardalis Industrial Enterprise Inc. Address 3320 Longhorn Houston, TX 77084 Contact Juan Torres Department Projects Building Floor/Room ("IA', Telephone 1 (713)2911532 Fax 1 (713)2911532 Email pardalisindustrial@gmail.com Submitted 4/27/2016 08:59:20 PM(CT) Total $185,000.00 By submitting your response,you certify that you are authorized to represent and bind your company. Signature Juan Torres Email pardalisindustrial@gmail.com Supplier Notes Bid Notes The project will entail the painting of containment walls at the City of Pearland's water treatment plants. Bid Activities Date Name Description 4/19/2016 11:00:00 AM Mandatory Pre-Bid Conference A mandatory pre-bid conference will be held at City of Pearland,City Hall,3519 Liberty (CT) Drive,Pearland,TX 77581. 4/22/2016 01:30:00 PM Second Mandatory Pre-Bid A mandatory pre-bid conference will be held at City of Pearland, City Hall,3519 Liberty (CT) Conference Drive,Pearland,TX 77581. If you attended the pre-bid meeting on Tuesday,4/19/16,you do not need to attend the second meeting. 0416-31 Addendum 1 -Page 1 of 3 Bid Messages Please review the following and respond where necessary # Name Note Response 1 Specification Acknowledgement Bidder has reviewed specifications and agrees that their Yes bid adheres fully. If not,bidder will need to provide written explanation of any exceptions. 2 Insurance Requirement Acknowledgement I have read and agree to the City of Pearland's Contractor I agree Insurance Requirements&Agreement. 3 Local Bidder Preference Claim Form Bidder claims Pearland local bidder preference,pursuant No to provisions of Local Bidder Preference claim form and Texas Local Government Code, Chapter 271.9051. 4 Conflict of Interest Questionnaire I am submitting a completed and signed copy of the Yes Conflict of Interest Questionnaire. 5 Non-Collusion Statement I am submitting a completed and signed copy of the Yes Non-Collusion Statement. 6 Contractor Questionnaire I am submitting a completed and signed copy of the I agree Contractor Questionnaire. 7 Vendor References I have attached my company's list of references, as I agree required. 8 Cooperative Purchase Are these items on a cooperative purchasing N/A agreement/contract?If so,please state which agreement (11116 . and the contract number. 9 Bid Security Bidder understands and has completed the following: Bid I agree Security required by Bid Specifications has been uploaded as an attachment within the E-bid system and,a fully executed,signed and sealed hard copy of the Bid Bond has been delivered to the Office of City Purchasing, Finance Department, 2nd Floor,City Hall,3519 Liberty Drive,Pearland,Texas, 77581. 10 Normal Business Hours Please state your normal business hours in which 9:00 AM to 5:30 PM standard hourly rates will apply. 11 Emergency Service If emergency or after hours service is required,can your Yes company respond? 12 Phone Number Please state the phone number that should be called 281-579-6535 during normal working hours if the City of Pearland requires service. 13 Emergency Phone Numbers Please list the phone numbers that should be called if the Tony Saroukos 832-579-6532 City of Pearland requires service after hours,on a weekend,or on a holiday. Please also provide the contact name for each phone number given. 14 Licenses and/or Registration Numbers I have attached copies of all licenses and registration Not Applicable numbers with my bid submittal. rsi 0416-31 Addendum 1 -Page 2 of 3 Line Items # Qty UOM Description Response 1 1 LS Painting 22 containment areas with AquantaFlex 506 corrosion resistant paint, and including No Bid all incidentals as described in Al-Description of Work provided in the appendix of the document. Manufacturer: Raven Lining Systems Item Notes: Contractor may bid one or more of items 1,2,and 3. The City intends to choose the coating system from one of these items to utilize for all containment areas in the project. Select"No Bid"for the Line if you do not wish to bid that line. Supplier Notes: 2 1 LS Painting 22 containment areas with VersaFlex 380 Polyurea corrosion resistant paint, and No Bid including all incidentals as described in Al-Description of Work provided in the appendix of the document. Manufacturer: VersaFlex Incorporated Item Notes: Contractor may bid one or more of items 1,2,and 3. The City intends to choose the coating system from one of these items to utilize for all containment areas in the project. Select"No Bid"for the Line if you do not wish to bid that line. Supplier Notes: (ow, 3 1 LS Painting 22 containment areas with Envirolastic AR 200 HD corrosion resistant paint, and $173,400.00 including all incidentals as described in Al-Description of Work provided in the appendix of the document. Manufacturer: The Sherwin-Williams Company Item Notes: Contractor may bid one or more of items 1,2,and 3. The City intends to choose the coating system from one of these items to utilize for all containment areas in the project. Select"No Bid"for the Line if you do not wish to bid that line. Supplier Notes: 4 1 EA By-pass system for bleach and ammonia tank removal and replacement, all locations, by $6,600.00 Napco Chemical. Item Notes: This should be a Lump Sum amount. Supplier Notes: 5 1 LS Miscellaneous allowance as approved by the Engineer. $5,000.00 Item Notes: Supplier Notes: Response Total: $185,000.00 0416-31 Addendum 1 -Page 3 of 3 � z k . 4zn April 19, 2016 To All Prospective Respondents RE: BID#0416-31 CONTAINMENT WALL PAINTING PROJECT ADDENDUM NO. 1 Due to several flooded roads coming into the Houston area, a second pre-bid meeting is being scheduled for Friday,April 22,2016 at 1:30 p.m. If you attended the pre-bid meeting on Tuesday, April 19th, you will not need to attend the Friday meeting. Immediately following the Friday, April 22nd pre-bid meeting, site visits will take place (site visits are not mandatory). Due to needing to schedule the additional pre-bid meeting, the bid closing date is moving. to Thursday,April 28,2016 at 2:00 p.m. Photos of the sites have been added to the Attachments Tab. If we can be of further service, please do not hesitate to contact me at the email address listed below. Sincerely, Julie.Blackmore Buyer City of Pearland ebids@ earlandtx.gov _ `- City of Pearland Purchasing Department 281.652.1790 Cirs"' Fa 3519 Liberty Drive Fax 281.652.1738 r r.a A. ° Pearland,TX 77581 Z� _ rr-e-x a Contractor Insurance Requirements & Agreement Requirements Contractors performing work on City property or public right-of-way for the City of Pearland shall provide the City a certificate of insurance or a copy of their insurance policy(s)evidencing the coverages and coverage provisions identified herein. Contractors shall provide the City evidence that all subcontractors performing work on the project have the same types and amounts of coverages as required herein or that the subcontractors are included under the contractor's policy. All insurance companies and coverages must be authorized by the Texas Department of Insurance to transact business in the State of Texas and must be acceptable to the City of Pearland. Listed below are the types and amounts of insurances required. The City reserves the right to amend or require additional types and amounts of coverages or provisions depending on the nature of the work. TYPE OF INSURANCE AMOUNT OF INSURANCE PROVISIONS 1. Workers'Compensation Statutory Limits City to be provided a waiver of Employers' Liability $100,000 per occurrence subrogation and 30 day notice of cancellation or material change in coverage. 2. Commercial General (Public) Personal Injury-$1,000,000 per City to be listed as Additional Liability to include coverage for: person; Property Damage- Insured on Contractor's policy (0",, a) Premises/Operations $1,000,000 per occurrence ; and provided 30 day notice of b) Products/Completed General Aggregate-$1,000,000 cancellation or material change in Operations coverage. c) Independent Contractors d) Personal Injury e) Contractual Liability 3. Business Auto Liability to include Combined Single Limit- City shall be provided 30 day coverage for: $1,000,000 notice of cancellation or material a) Owned/Leased vehicles change in coverage. b) Non-owned vehicles c) Hired vehicles Certificate of Insurance forms may be emailed to: Purchasing Department at ebidsepearlandtx.gov. Questions regarding required insurance should be directed to Bob Pearce, City of Pearland Purchasing Officer, at bpearce(a�pearlandtx.gov. This form must be signed and returned with your quotation.You are stating that you do have the required insurance and if selected to perform work for the City, will provide a certificate of insurance, and a copy of insurance policy with the above requirements to the City. A purchase order will not be issued without evidence of required insurance. Agreement I agree to provide the above described insurance coverages within 10 working days if selected to perform work for the City of Pearland. I also agree to provide the City evidence of insurance coverage on any and all subcontractors performing work on the project. Project/Bid#Containment Wall Painting Project Company: Pardalis Industrial Enterprises Inc. Printed Name: Antonios Saroukos ‘,1760 NON-COLLUSION STATEMENT "The undersigned affirms that they are duly authorized to execute this contract, that this company, corporation,firm, partnership or individual has not prepared this bid in collusion with any other bidder, and that the contents of this bid as to prices, terms or conditions of said bid have not been communicated by the undersigned nor by any employee or agent to any other person engaged in this type of business prior to the official opening of this bid." Pardalis Industrial Enterprises Inc. Vendor 3320 Longhorn Dr. Houston, TX 77084 Address y Phone Number 281-579-6535 Fax Number 281-579-6535 pardalisindustrial@gmail.corn Email Address �.r Bidder(Signature) Position with Company President Signature of Company Official Authorizing This Bid Company Official.(Printed Name) Antonios Saro President Official Position k Contractor Questionnaire Yes No E1. Has the City of Pearland or other governmental entity incurred costs as a result of contested change order(s) undersigned company? gfrom the nn 2. Has the City of Pearland or other governmental entity been involved in litigation relative to contract performance with the undersigned company? ✓I 3. Has the undersigned company failed to meet bid specifications or time limits on other contracts?1-1 I 1 4. Has the undersigned company abandoned a contract or refused to perform without legal cause after submitting a bid? UC 5. Has the undersigned company had bidding errors or omissions in two or more bid submissions within a thirty six(36) month period? nn 6. Has the undersigned company failed to perform or performed unsatisfactory on two or more contracts within a thirty n six(36)month period? V 1 ! 7. Does the undersigned company have adequate equipment,personnel and expertise to complete the np proposed contract? 1�1 I 1 8. Does the undersigned company have a record of safety violations in two or more contracts within a thir ty six(36) n � month period? 9. Does the undersigned have a criminal offense as an incident to obtaining or attempting to obtain a public or private. contractor subcontract,or in the performance of such a contract or subcontract within a ten(10)year period? I1 ✓ 10. Has the undersigned company been convicted of a criminal offense within a ten(10)year period of embezzlement, theft,bribery,falsification or destruction of records,receiving stolen property or any other offense indicating a lack of n ,/ business integrity or business honesty which might affect responsibility as a municipal contractor? I Lid 1 11. Has the undersigned company been convicted of state or federal antitrust statutes within a ten(10)year period narising out of submission of bids or proposals? EI ! 12. Has the undersigned company been disbarred or had a similar proceeding by another governmental entity? If you answered"yes"to Items 1-6 or 8-12 or answered"no"to Item 7,please attach a full explanation to this questionnaire. Company Name: Pardalis Industrial Enterprises Inc. Address: 3320 Longhorn Dr. Houston, TX 77084 Name: Antonios Saroukos: Title: President (Please Print} (Please Print) ignature: )e 04/27/2016 Date: CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity rill'''. This questionnaire is being filed in accordance with chapter 176 of the Local OFFICEUSEONLY Government Code by a person doing business with the governmental entity. ' Date Received By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section , 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. J Name of person doing business with local governmental entity. Pardalis Industrial Enterprises Inc. Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a), Local Government Code, is pending and not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) es II Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. N/A J Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. N/A Cimb'' Amended 01/13/2006 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Page 2 ,_I Name of local aovernment officer with whom filer has affiliation or business relationshin_ (Complete this section only if the answer to A,B,or C is YES.) This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? Yes X No B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? Yes X No C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? (1111"'' Yes X No D. Describe each affiliation or business relationship. N/A Describe any other affiliation or business relationship that might cause a conflict of interest N/A 04/27/2016 Signature of person doing mess with the governmental entity Date Amended 01/13/2006 CONFLICT OF INTEREST OUESTIONNAIRE As of January 1, 2006, the Texas Local Government Code Chapter 176 requires all vendors and potential vendors who contract or seek to contract for the sale or purchase of property, goods, or services with any local government to complete and submit a Conflict of Interest Questionnaire. In filling out the questionnaire, the following are current City Council members and City employees who may either recommend or approve bid awards. City Council: Mayor Tom Reid Councilmember Tony Carbone Councilmember Derrick,Reed Councilmember Gary Moore Councilmember Keith Ordeneaux Councilmember Greg Hill City Staff; City Manager Clay Pearson Director of Finance Cynthia Pearson Asst.Director of Finance Rick Overgaard. Purchasing Officer Bob Pearce CITY OF PEARLAND STANDARD FORM OF AGREEMENT Section 00500 (1.16\' STANDARD FORM OF AGREEMENT T IS AGREEMENT is by and between City of Pearland (hereinafter called OWNER or City) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK CONTRACTOR. shall complete all work as specified or indicated in or reasonably inferable from the Contract Documents (hereinafter the "Work"). The Work is generally described as follows: Containment Wall Painting Project Water Treatment Sites City of Pearland, Texas COP PN: n/a BID NO.: 0416-31 Article 2. ENGINEER The Work has been designed by HDR Engineering, 4828 Loop Center Drive, Suite 800, Houston, TX 77081, Mr. Kerry Lackey, P.E. who is hereinafter called ENGINEER and who is to assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME 3.1 The Work will be Substantially Complete (as defined in Article 1 of the General Conditions) within sixty(60) days (including weekends and holidays) from the date when the Contract Time commences to run as provided in paragraph 5.01 of the General Conditions (as revised in the Special Conditions if applicable), and completed and ready for Final Payment within ninety(90) days from the date when the Contract Time commences to run. No work will be allowed on Sundays. 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 extensions thereof allowed in accordance with Article 5 of the General Conditions. OWNER and CONTRACTOR also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration preceding 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 four hundred dollars [($400.00) for each day that expires after the time specified in paragraph 3.1 4-2015 00500- 1 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the time set out in the Certificate of Substantial Completion or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER four hundred dollars $400.00 for each day that expires after the time specified in the Certificate of Substantial Completion for completion and readiness for Final Payment. 3.3 Inspection Time. Working hours for the Pearland Inspection personnel are from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding City approved holidays. The Contractor shall notify the OWNER of any required inspection overtime work at least 48 hours in advance and shall pay the overtime wages for the required City inspections. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for completion of the Work in strict accordance with the Contract Documents in current funds (the "Contract Price"). The Contract Price includes the Base Bid as shown in Document 00300 — Bid Proposal. Article 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 6.0 "Measurement and Payment" of the General Conditions. Application for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER as provided below. All progress payments will be on the basis of the progress of the Work and actual quantity of Work completed, in accordance with Article 6 "Measurement and Payment" of the General Conditions. 5.1.1 Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage or actual quantity of Work complete, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with the General Conditions. The OWNER shall make payment within 30 days of receipt of application for payment by the ENGINEER. 5.1.2 Each progress payment shall be less retainage as specified in Paragraph 6.06 of the General Conditions, and further less all previous payments and all further sums that may be retained by the OWNER under the terms of this Agreement. It is understood, however, that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the CONTRACTOR, the OWNER may upon written recommendation of the ENGINEER pay a reasonable and equitable 4-2015 00500-2 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT portion of the retained percentage to the CONTRACTOR, or the Cal"N1 CONTRACTOR at the OWNER'S option, may be relieved of the obligation to fully complete the Work and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under"Final Payment." 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 6.09 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 6.09. Article 6. INTEREST Interest on any overdue payment from OWNER to CONTRACTOR shall be paid in accordance with the provisions of Chapter 2251.025 of the Texas Government Code, as amended. Article 7. CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. 7.2 CONTRACTOR has studied carefully all available surveys, assessments, reports of explorations, investigations, and tests of subsurface conditions and drawings of physical conditions of the site. Such technical reports and drawings are not Contract Documents, and Owner makes no representations or warranties as to the accuracy of such documents or information, or to whether or not they are complete, comprehensive, or all-inclusive. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraphs 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work, and CONTRACTOR assumes the risk of such subsurface and physical conditions, and shall furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, explorations, tests,reports, and studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of 4-2015 00500-3 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and finish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract Documents. 7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies in the Contract Documents of which Contractor knew or should have known, and CONTRACTOR shall perform the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including any written resolution of any such conflict, error or discrepancy by ENGINEER. In the event of a conflict that was not brought to the OWNER's or ENGINEER's attention prior to the bid, the CONTRACTOR is assumed to have bid the most expensive alternative. Article 8. CONTRACT DOCUMENTS The Contract Documents, which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work, consist of the following, each of which are incorporated herein by reference: 8.1 Standard Form of Agreement(Section 00500). 8.2 Performance, Payment, and/or Maintenance Bonds (Sections 00610, 00611, and 00612). 8.3 General Conditions of Agreement (Section 00700), including Attachment No. 1 Workers' Compensation Insurance Coverage, Attachment No. 2 Agreement for Final Payment and Contractor's Sworn Release, and Attachment No. 3 Owner's Insurance Requirements of Contractor. 8.4 Special Conditions of Agreement(Section 00800). 8.5 Plans, consisting of sheets numbered 1 through (see APPENDIX section of this document) inclusive with attachments with each sheet bearing the following general title: Al-Description of Work; A2-Containment Wall Site Data Sheets; A3- Paint Quanitity Worksheet 8.6 Instructions to Bidders and CONTRACTOR's Bid Proposal, including any Addenda referenced therein. (#"`, 8.7 Technical Specifications for the Work. 4-2015 00500-4 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 8.8 The following, which may be delivered or issued after this Agreement becomes effective: Any Change Orders or other documents amending, modifying, or supplementing the Contract Documents in accordance with the General Conditions. 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 the General Conditions. Article 9. MISCELLANEOUS 9.1 Terms used in this Agreement which are defined in Section 1, "Definitions and Interpretations" 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 representative to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9.4 CONTRACTOR agrees to warranty the Work for a period of one (1) year from Substantial Completion against defects in materials and workmanship. CONTRACTOR agrees to repair or replace any defective work within this warranty period immediately unless such repairs require long lead. time materials and equipment in which case CONTRACTOR shall provide an agreeable schedule for repairs at no additional cost to OWNER. 9.5 The Work will be completed according to the Contract Documents and in accordance with codes, ordinances, and construction standards of the City of Pearland, and all applicable laws, codes and regulations of governmental authorities. 9.6 In the event any notice period required under the Contract Documents is found to be shorter than any minimum period prescribed by applicable law, the notice period required shall be construed to be the minimum period prescribed by applicable law. 9.7 This Contract and the Contract Documents, insofar as they relate in any part or in any way to the Work undertaken therein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between said parties, except as aforesaid, and that any additions thereto or changes shall be in writing. 4-2015 00500-5 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 9.8 The provisions of this Contract shall be applied and interpreted in a manner consistent with each other so as to carry out the purposes and the intent of the parties, but if for any reason any provision is unenforceable or invalid, such provisions shall be deemed severed from this Contract and the remaining provisions shall be carried out with the same force and effect as if the severed provision had not been part of this Contract. 9.9 The headings of the paragraphs are included solely for the convenience of reference and if there is any conflict between the headings and the text of this Contract, the Contract text shall control. 9.10 The waiver of any breach hereof shall not constitute a waiver of any subsequent breach of the same or any other provision hereof. Failure by the OWNER in any instance to insist upon observance or performance by CONTRACTOR shall not be deemed a waiver by CONTRACTOR of any such observance or performance. No waiver will be binding upon OWNER unless in writing and then will be for the particular instance only. Payment of any sum by OWNER to CONTRACTOR with knowledge of any breach or default will not be deemed a waiver of such breach or default or any other breach or default. 9.11 The CONTRACTOR acknowledges that the OWNER(through its employee handbook) considers the following to be misconduct that is grounds for termination (1.16 of an employee of the OWNER: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the OWNER. The CONTRACTOR agrees that it will not, directly or indirectly; cause an employee of the OWNER to engage in such misconduct. 9.12 The CONTRACTOR agrees to comply with Appendix A (attached) of the City of Pearland's Title VI Nondiscrimination Plan Assurances. 4-2015 00500-6 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and one to CONTRACTOR. This Agreement will be effective upon execution and attestation by authorized representatives of the City of Pearland and upon the following date: , 20— OWNER: CONTRACTOR: CITY OF P .4/21J41-t.js , ✓ems �C�� ,"�J t Nc. By: By: Td,)/ S�h-✓ ,� Title: i �l A{ rL Title: P6,s,'Je-i Date: 0(0. SO. 1 (? Date: 645/4 (Corporate Seal) ATTEST ATTEST Al f1%�f Address for giving notices 3.. Zo Gv)vs 42n, L Phone: x 9( Fax: r' Agent for service of process: .231 - 2 )9-v7d ? END OF SECTION 4-2015 00500-7 of 7 • Title VI Nondiscrimination Assurances Cab.' APPENDIX A During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor') agrees as follows: (1) Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally-Assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. (2) Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. (3) Solicitations for Subcontracts, including Procurements of Materials and Equipment: (1111''' In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. (4) Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sub-Recipient or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Sub-Recipient, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. (5) Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract,the Sub-Recipient shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to: (a) withholding of payments to the contractor under the contract until the contractor complies, and/or (b) cancellation, termination or suspension of the contract, in whole or in part. (6) Incorporation of Provisions:The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Sub-Recipient or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for non-compliance. Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Sub-Recipient to enter into such litigation to protect the interests of the Sub-Recipient, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. jJ 1 I 1 3 1 l 3 CITY OF PEARLAND PERFORMANCE BOND Section 00610 PERFORMANCE BOND I STATE OF TEXAS § 7 0 V -it- ew,..r C q ( 700001 COUNTY OF BRAZORIA § t i I KNOW ALL MEN BY THESE PRESENTS: That PoY( s7,TIA at Eur{pi11'jl" the City 1 of jpvcj}ble-\ ,County of -ROYrl S , and State of Texas, as principal, and _a,srQ.n.e t mAct`i �i�horized under the laws of the State of Texas to act 1 as surety on bonds for principals are held and firmlybound unto City of Pearland as Obligee t (Owner), in the penal sum of$,�A 1 S 000.004 for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and 1 assigns,jointly and severally,by these presents: 1 f li WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as of the day of , 20 , (the"Contract") to commence and complete the b construction of certain improvements described as follows: F Containment Wall PAinting Project Water Treatment Sites R City of Pearland,Texas COP PN:XXXXX BID NO.:XXVOCX] iti Y which Contract, including the Contract Documents as defined therein, is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. t P NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said x Principal shall faithfully perform said Contract Work and shall in all respects duly and faithfully observe and perform all and singular the covenants, conditions, and agreements in and by said 1 Contract agreed and covenanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and Contract Documents,then this obligation shall be void; otherwise to remain in full force and effect; it PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 g 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 1 P. herein. P. t , 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 any way affect its obligation on this t 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. l 1 12/2007 00610-1 of 2 3 4 i b 1 1 1 1 CITY OFPEARLA.ND PERFORMANCE BOND 1 s 9 IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of ,20 . i Principal: Surety: ?G'C 6(1+,VA Tc cc,st3 Va.. 'EN,,tac\Ck. ec Ctif\ T-MXcLtNCs2.G0 F, By: By: \g - � .1 = Title- Title: q- �G.C.,+F -- .-- Address: Address: - i 33ao t o hom 15b 11n�•c-d. Ave . a h 4'F1op Y` 1 1 1AoUs r,T1. 116 IN N,e,LJ ocK., 1l Ni 1oo 1 n t 42 1 Telephone:(-DX 1) 5-R-(�5 35 Telephone:L v J 3 J 5 ai - 3 5 c2 i 1 I Fax: Fax: ; 1 1 11116) I I NOTICE:THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS F DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE I NUMBER; 1-800-252-3439. 1 e f 1 1 END OF SECTION 1 I i i 1 1 1 a 1 i f 8 1 . C i 1 1212007 00610-2 of 2 1 I CITY OF PEARLAND PAYMENT BOND Section 00611 PAYMENT BOND (i,1'( 1 7 DOS, STATE OF 11,XAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That Qok✓ Strial rytivip-t�ns,Titiof the City of 44pc)fovk , County of {-(G.vv•4S , and State of Texas, as principal, and EvIckhra,v c2 AwteriaU1 tsuravipe .L .uthorized under the laws of the State of Texas to act as surety on bonds for principals, are he grand firmly bound unto City of Pearland as Obligee (Owner), in the penal sum of$ ct S,000 . a a 4 4 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, effective as of the day of , 20 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Containment Wall Painting Project Water Treatment Site City of Pearland,Texas COP PN: BID NO.: ( L11 (0-3 I which Contract, including the Contract Documents as defined therein, 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 or material to him or a subcontractor in the prosecution of the Work provided for in said Contract, 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 any way 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 to the Work to be performed thereunder. 07/2006 00611 - 1 of 2 i I 1 5 CITY OF PEARLAND PAYMENT BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument I this day of ,20 E i F Principal: Surety: I i 0.0 �g r4iS \ -YAeoik;SQs,_-1. C, `c 'A teente. '0142xi Q, N -ina„cc C.e I. By: By.:( - Q1 4` : 1 ` 5 Title: ` Title: �i'�f�(�2� _�� �"fi.C� . _ _ Address: Address: E i It ovs ‘n, lL. 116%y hkiAAoi\, N\ \ecC} 2 Telephone:Cacti 5,q -65 Telephone:(n1,3 z at - 3 'V I Fax: Fax: i 1 i I NOTICE:THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE I NUMBER; 1-800-252-3439. t y i END OF SECTION Y 4,11 i 3 8 i S 1. 1 L E 1 E 1 l 07/2006 00611-2 of 2 i i 1 e 5 A 3 1 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND l 3 IIIIN Section D0612 1 ONE-YEAR MAINTENANCE BOND 1 ,fin STATE OF TEXAS § �o�clIt.�►�`'�CI Ca�?��� COUNTY OF BRAZORIA § I. 1 I KNOW ALL MEN BY THESE PRESENTS: That Q0.1((;Il.':6 1;viG fri&t at/1/ 0325' 'the City i of -I-i0u Sib County of fto'hr(S t , and State of Texas, as principal, and i t inCtw UtamdoN9�[fi uthorized under the laws of the State of Texas to act i als as surety on bonds for princip are heldnd firmly bound unto City of Pearland as Obligee (Owner), in the penal sum of I$C 000" for the payment whereof, the said ; e Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns,jointly and severally, by these presents: I WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as of the day of , 20 , (the"Contract")to commence and complete the g construction of certain improvements described as follows: I Containment Wall PAinting Project i Water Treatment Sites E City of Pearland,Texas COP PN: CN' BID No.: o GI I(Q -31 C! which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. 1 } 1 NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said i Principal shall faithfully correct all such work not in accordance with the Contract Documents 1 discovered within the one-year period from the date of substantial completion,then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED HOWEVER, that this bond is executedpursuant to theprovisions of Chapter 2253 p of the Texas Government Code as amended and all liabilities on this bond shall be determined in , ii accordance with the provisions of said Statute to the same extent as if it were copied at length ij herein. 11 1 Surety, for value received, stipulates and agrees that no change, extension of time, alteration orti addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time,alteration or addition 1 P. to the terms of the contract, or to the work to be performed thereunder. i 1 l 07/2006 00612-1 of 2 1 1 g I Y f I Z30 Z-ZI900 900Z/LO j i F I 9 3 I 1 1 a] 3 'a i 3 1 A I 'a R 7 3 s 3 NOIZ3IIs IIo UNA il k �£-zsz-aas-i =x21nA1 3140H<Ma i 3-TIO L&II ON ETIVa As aaNIvuasia 3o ZAI'3IALLI1Vdau 3 SVX L 3111.WO 1d GaNIVJMO an Ant Evas ail InflORS TATIVIa 3O I. a3LION ANY Hamm OL AAIVJLlIOa AMEN!H,L 30 SS DUI( MI=aaLLON i . :Xed :�3 I 7 (vsauo11dalay zcm, aUo daias .agE L t°Q 1 AN i70o? r►'a N hA a L L -a ' 5C\ h o, 4-6 a. -, -1- ocL A\\9\x:9 = . :ssaippd :ssaippy � , U'� _ •any \AT') e ` t :af#is -, .:; _: .fig :SEI 1 ApctIm.t.co--a,.)U . -NAV)o elt.144 ragIk•A9 'J �Sd4.'IoY '3" 112. cl U� �1 ) a.ins 1 :� :tsdAuud 9 1 —0z` 30 Asp sn { 1uaunutsU! sup.papas pue pauSis ansq Alain Pus JsdIauWJj Mug GIP `3OII2IIIflAA SSIINII1b NE 1 S 1 QAio i a vNiaZAIww IlVaA-aio cr w mvid.10 ALIO ENDURANCE AMERICAN INSURANCE COMPANY EAIC961700001 POWER OF ATTORNEY Seal Number.96 Kflow drafert 6y these Tresents,,that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the'Corporation'),with offices at 750 Third Avenue,New York,New York 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint MICHAEL T.SIEGELER,TERESA S.MUNIZ,KRISTINA M.MATTHIJETZ its true and lawful Attomey(s)-in-fact,at GIDDINGS in the State of TX and each of them to have full power to act without the other or others,to make,execute,seal and deliver for and on its behalf bonds,undertakings or obligations in surety or co-surely with others,also to execute and deliver on its behalf renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid bonds,undertakings or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall obligate the Corporation for any portion of the penal sum thereof in excess of the sum of TEN MILLION Dollars(S10,000,000.00). Such bonds and undertakings for said purposes,when duly executed by said attomey(s)-in-fad,shall be binding upon the Corporation as fully and to the same extent as if signed by the President of the Corporation under its corporate seal attested by its Corporate Secretary-1 This appointment is made under and by authority of certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21='day of July,2011,a copy of which appears below under the heading entitled'Certificate'. 1 This Power of Attorney is signed and sealed by facsimile under and by authority ofthe following resolution adopted by The Board of Directors of the Corporation by unanimous written consent on the 21s'day of July,2011 and said resolution has not since been revoked,amended or repealed RESOLVE!),gia14 granting powers of attorney pursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21:,day:,pf.Ilulyjg0l:i,the signature of such directors and officers and the seal of the Corporation may be affixed to any such powerof attorney oralny algal relatir g;ttjereto by farsimile,and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upojr;ihe Corporatronirtihe-jture with respect to any bond or undertaking to which it is attached, fair `= '_(i: This PoWysifiAttome-Shell expire aridalluthority hereunder shall terminate without notice at 12:01 a.m.(Standard Timer where said attomey(s)-in-fact is authorized to act.) JANUAR'31ST,2017:C: . 5:(It IN WITNESSINHEgOF�the ebrpdrejign has caused thesepresentsto be dulysigned and its corporate seal to be hereunto affixed and attested this 1ST day of FEBRUARY,2016 at New York, New York I 1-'__;`sue.; 9 (Corporate Sea) . 1--`,,''' ENDURANCE AMERICAN INSURANCE COMPANY / -,-----Z.-.,...e -1 ag..7.......e .0---7.T.,-,- ATTEST---••---••-•--• t y. Richard M.Appel,Senior Vice President ---•--- .................. Brian Beggs,Executive Vice President STATE OF NEW YORK ss:MANHATTAN OUNTY OF NEW YORK On the 1ST day of FEBRUARY,2016 before me personally came LYNNE MOYER to me known,who being by me duly sworn,dd depose and say that(s)he resides in NEW YORK,NEW YORK that (s)he is a SENIOR 1(ICIB PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the corporation described in and which executed the above instrument that(s)he knows the seal of said corpoia oh!thlith¢.sea ffiked to said instrument is such corporate teal;that it was Co affcred by Order Of the Board of Directors of said corporation,and that(s)he signed his(her)name thereto by like order. cz- A 0 3 Off',J (Notaria_ 4 fey 0. 01IJt6Z01975 - - OtiJtLIF1E0 Ill - --------------•---_.........._......._......---...---... 1A-11TCti=STEP,�o _ Maria Linares(Arroyo),Notary Pubic-My Commission Expires February 23,2017 Ca1IH EXP• l - a3lta1iol-I r, — CERTIFICATE STATE OF,NEW Y�iKg t_I G s NIANHATTAN - COUNTY OR�hffSTg�Ekpit-i,. 1,Doug Worman,the Crhie�Executive Officer of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the`Corporation),hereby certify: 1. That the original paver of attorney of which the foregoing is a copy was duly executed on behalf of the Corporation and has not since been revoked,amended or modified;that the undersigned has compared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2 The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on the 21s'day of July,2011 and said resolutions have not since been revoked,amended or modified: 'RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or obligations in surety or co-surely with others and to execute and deliver for and on behalf of the Corporation reneWals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid bonds, undertakings or obligations: RICHARD M.APPEL,LYNNE MOYER And RESOLVEDRESOLVED:ELI.RIP,„04..thaF4iAthe individuals named above is authorized to appoint attorneys-in-fact for the purpose of making,executing,sealing and delivering bonds,undertakings or obligations irrsiire u arccligr,aty-(p and an behalf of the Corporation. 3_The unde(signed further ckn$es idfle above resolutions are true and correct copies of the resolutions as so recorded and of the whole fereof. 11 NE5S WHE�1=0 .1} iiiilk V9 tave he`�bntoet my hand and affixed the corporate seal this day of 20 (Corporale.Srab`v _ _:jr-1,?--.:..--._ ;�, ��i�—'r-„1�.--•a` "Zt _'% _ • "',7:' Doug Wormar Chief Executive Officer of U.S.Insurance • Any reproductions are void ACO® DATE(MM/DD/YYYY) W CERTIFICATE OF LIABILITY INSURANCE 6/16/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. .IPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kristina Matthi j etz NAME: 7 Siegeler Insurance Agency AIC. o. (979)542-3449 FAX No): (979)542-0469 172 West Austin Street aDDREss:kmatthijetz@siegins.com INSURER(S)AFFORDING COVERAGE NAIC# Giddings TX 78942-3294 INSURERA:NautilUS Ins Co INSURED INSURER B Progressive County Mutual Ins. 29203 PARDALIS Industrial Enterprises , Inc. INSURERc:Texas Mutual Insurance Company 3320 Longhorn INSURER D: INSURER E: Houston TX 77084 INSURERF: COVERAGES CERTIFICATE NUMBER:City of Pearland REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE X OCCUR PREMISES Ea occurrence) $ 100,000 X Y ECP2018221-10 5/16/2016 5/16/2017 MEDEXP(Anyoneperson) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Pollution Liability $ 1,000,000 AUTOMOBILE LIABILITY CO aBINEDISINGLE LIMIT $ 1,000,000 (EaANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED 03397884-1 12/5/2015 12/5/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS y NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS (Per accident) Uninsured motorist combined $ 30,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION g PER AND EMPLOYERS'LIABILITY STATUTE ERH Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A C (Mandatory in NH) Y SBP-0001279814 12/9/2015 12/9/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 • DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The General Liability includes a BLANKET additional insured and waiver of subrogation status only when there is a written contract between the named insured and the certificate holder that requires such status. Coverage will be primary and non-contributory as required by written contract. Waiver of Subrogation applies to both Auto Liability and Workers Compensation Policy. 30 Day 'Notice of Cancellation applies to all policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Pearland THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Containment Wall Painting Project ACCORDANCE WITH THE POLICY PROVISIONS. Water Treatment Sites Fib\ 3519 Liberty Drive AUTHORIZED REPRESENTATIVE Pearland, TX 77581 M T. Siegeler/RM ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2o1ao1) ADDITIONAL COVERAGES Ref# Description Coverage Code Form No. Edition Date PIP-Basic PIP snit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium .500 $77.00 Ref# Description Coverage Code Form No. Edition Date Uninsured motorist property damage UMPD Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium 25,000 250 $78.00 Ref# Description Coverage Code Form No. Edition Date Underinsured motorist combined single limit UNCSL Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium 30,000 60,000 $138.00 Ref# Description Coverage Code Form No. Edition Date Employer's liability EL Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $118.00 Ref# Description Coverage Code Form No. Edition Date Increased Limits Factor INCLF Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $32.00 Ref# Description Coverage Code Form No. Edition Date I , '" Premium discount PDIS 4 \nit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium -$241.00 Ref# Description Coverage Code Form No. Edition Date Schedule rate adjustment SRA Limit 1 Limit 2 Limit 3 Deductible Amount 1 Deductible Type Premium -$239.00 Ref# Description Coverage Code 1 Form No. Edition Date Managed Care Option MCARE Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium -$232.00 Ref# Description Coverage Code Form No. Edition Date Expense constant EXCNT Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $150.00 Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium jfEdiRe # Description Coverage Code Form No. tion Date -.imit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium OFADTLCV Copyright 2001,AMS Services,Inc. CITY OF PEARLAND PARTIAL WAIVER OF LIEN Section 00615 PARTIAL WAIVER OF LIEN AND PAYMENT AFFIDAVIT The undersigned contracted with City of Pearland to furnish in connection with certain improvements to real property located in the City of Pearland, TX and owned by the City of Pearland which improvements are described as follows: In consideration of Pay Estimate No. in the amount of$ the undersigned, on oath, states that all persons and firms who supplied labor and materials to the undersigned in connection with said Project will be fully paid within 30 days of the date of this document by the undersigned for such work through In consideration of the payment herewith made, the undersigned does fully and finally release and hold harmless the City of Pearland and its surety, if any, through the above date from any and all claims, liens, or right to claim or lien, arising out of this Project under any applicable bond, law or statue. It is understood that this affidavit is submitted to induce payment of the above (."\' sum and for use by the City of Pearland in assuring the Owner and others that all liens and claims relating to the said Project furnished by the undersigned are paid. Signature Printed Name&Title Company Name State of County of Subscribed and sworn to,before me,this day of , 20 My Commission Expires: Notary Public 5-12-12 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Section 00700 GENERAL CONDITIONS OF AGREEMENT TABLE OF CONTENTS Page No. 1.0 DEFINITIONS AND INTERPRETATIONS 1 1.01 Owner, Contractor and Engineer 1.02 Contract Documents 1.03 Subcontractor 1.04 Written Notice 1.05 Work 1.06 Extra Work 1.07 Work Day (7) 1.07-1 Rain Day 1.07-2 Impact Day 1.08 Calendar Day 1.09 Substantially Completed 1.10 Interpretation of Words and Phrases 1.11 Referenced Standards 1.12 Contract Time 1.13 Construction Inspector 1.14 Balancing Change Order 2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER 4 2.01 No Warranty of Design (11\ 2.02 Right of Entry 2.03 Ownership of Plans 10-2012 00700-i CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 2.04 Changes and Alterations } 2.05 Damages 3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER 6 3.01 Owner-Engineer Relationship 3.02 Keeping of Plans and Specifications Accessible 3.03 Preliminary Approval 3.04 Inspection by Engineer 3.05 Determination of Questions and Disputes 3.06 Recommendation of Payment 4.0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 8 4.01 Independent Contractor 4.02 Contractor's Understanding 4.03 Laws and Ordinances ,i 4.04 Assignment and Subletting 4.05 Performance and Payment Bonds [and Maintenance Bond] 4.06 Insurance 4.07 Permits and Fees 4.08 Texas State Sales Tax 4.09 Contractor's Duty and Superintendence 4.10 Character of Workers 4.11 Labor, Equipment, Materials, Construction Plant and Buildings 4.12 Sanitation 4.13 Cleaning and Maintenance 4.14 Performance of Work 4.15 Right of Owner to Accelerate the Work 10-2012 00700-ii CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.16 Layout of Work 4.17 Shop Drawings 4.18 Engineer-Contractor Relationship; Observations 4.19 Observation and Testing 4.20 Defects and Their Remedies 4.21 Liability for Proper Performance 4.22 Protection Against Accident To Employees and the Public 4.23 Protection of Adjoining Property 4.24 Protection against Claims of Subcontractors, Laborers, Materialmen, and Furnishers of Equipment,Machinery and Supplies 4.25 Protection Against Royalties or Patented Invention 4.26 Indemnification 4.27 Losses From Natural Causes 4.28 Guarantee 5.0 PROSECUTION AND PROGRESS 18 5.01 Time and Order of Completion 5.02 Extension of Time 5.03 Hindrances and Delays 5.04 Suspension of Work 5.05 Liquidated Damages for Delay 5.06 Change of Contract Time 5.07 Delays Beyond Owner's and Contractor's Control 6.0 MEASUREMENT AND PAYMENT 21 (glik\` 6.01 Discrepancies and Omissions 6.02 Quantities and Measurements 10-2012 00700-iii CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.03 Estimated Quantities 6.04 Price of Work 6.05 Payments 6.06 Partial Payments 6.07 Use of Completed Portions &Punchlist 6.08 Substantial Completion 6.08-1 6.09 Final Payment 6.10 Correction of Work Before Final Payment 6.11 Correction of Work After Final Payment 6.12 Payments Withheld 6.13 Delayed Payments 7.0 EXTRA WORK AND CLAIMS 27 7.01 Differing Site Conditions 7.02 Change Orders 7.03 Change Orders 7.04 Request for Work Approval for Work on Non-Work Days 7.05 Minor Changes 7.06 Extra Work 7.07 Time of Filing Claims 8.0 DEFAULT 30 8.01 Default by Contractor 8.02 Supplementation of Contractor Forces 8.03 Cumulative Remedies & Specific Performance 8.04 Cross-Default 10-2012 00700-iv CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 8.05 Insolvency 8.06 Contingent Assignment 8.07 Waiver of Consequential Damages 8.08 Termination for Convenience 8.09 Default by Owner 9.0 DISPUTE RESOLUTION 35 ATTACHMENT NO. 1: WORKERS' COMPENSATION INSURANCE COVERAGE Al ATTACHMENT NO. 2: AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE B1 ATTACHMENT NO. 3: OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR Cl C 10-2012 00700-v CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO.Al TO GENERAL CONDITIONS WORKERS' COMPENSTION 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 commission, or a coverage agreement (TWCC81, 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 the Project warranty period has expired. Persons providing services on the project includes persons 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 due contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, motor carriers and owner- operators, (as defined at Section 406.121 of the Texas Labor Code), leasing companies, and employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without ("AN„ 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 agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for employees of the contractor providing services on the project, for the duration of the project. 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 coverage has been extended. E. The CONTRACTOR shall obtain from each subcontractor or other person providing services on a project, and provide to the OWNER: (I) a certificate of coverage, prior to that person beginning work on the Project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the Project; and 05/2007 00700-Al CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (2) no later than seven days after receipt by the CONTRACTOR and 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 duration of the Project. F. The CONTRACTOR shall retain all required certificates of coverage 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 changes that materially affect the provision of coverage of any person providing services on the Project. H. The CONTRACTOR shall post on each Project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. NOTICE REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site 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, or providing labor or transportation or other 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 information on the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a project, too: (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, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for all of 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: 05/2007 00700-A2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (3) provide the CONTRACTOR, prior to the end of the coverage period, a new (1.61\' certificate of coverage, showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the 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; and (b) a new certificate of coverage showing extension of coverage,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 person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person 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 agreements 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 commission's Division of Self-Insurance Regulation. Providing false or 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 entitles the OWNER to pursue all rights and remedies available to it under the Contract, at law or in equity, if the CONTRACTOR does not remedy the breach within ten days after receipt of notice of breach from the OWNER. 05/2007 00700-A3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO. 2 TO GENERAL CONDITIONS AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE In consideration of the Final Payment under that certain contract between [Contractor's Company Name] (hereafter "CONTRACTOR") and the City of Pearland (hereafter "OWNER") for the Project known as Containment Wall Painting Project (the "Contract"), the CONTRACTOR makes the following representations to OWNER, either individually if a proprietorship, or jointly and severally by all general partners if a partnership, or if a corporation, by action of the president and secretary of said corporation, as duly authorized by appropriate action of the stockholders and/or board of directors of said corporation, their signatures hereon constituting a representation under oath by said individuals that they have the authority to execute this Agreement for and on behalf of the said corporation: 1. The undersigned CONTRACTOR represents to OWNER that the Application for Payment for the Final Payment under the Contract, and the final Change Order issued under the Contract if any, whether or not modified, corrected or changed in some way by the ENGINEER, the CONTRACTOR or the OWNER, a copy of which are attached hereto and marked Exhibit "A", are true, correct and accurate, and that CONTRACTOR has received payment in full for all other Applications for Payment submitted under the Contract, and that CONTRACTOR has been fully compensated for all labor, materials, equipment and/or services furnished in (0',„ connection with the Contract, except for the Final Payment. 2. It is agreed and stipulated by the undersigned CONTRACTOR that upon the receipt of Final Payment in the amount as set out on the attached Application for Payment, the CONTRACTOR, by execution of this instrument of release, does, therefore, RELEASE and FOREVER DISCHARGE OWNER of and from all manner of debts, claims, demands, obligations, suits, liabilities and causes of action of any nature whatsoever, at law or in equity, in contract or in tort, now existing or which may hereafter accrue, arising out of or related to the Contract, any Change Orders or Work Orders, the Work, or any labor, materials, equipment or services furnished by CONTRACTOR to OWNER. 3. The CONTRACTOR, acting by and through the person or persons whose names are subscribed hereto, does solemnly swear and affirm that all bills and claims have been paid to all materialmen, suppliers, laborers, subcontractors, or other entities performing services or supplying materials or equipment, and that OWNER shall not be subject to any bills, claims, demands, litigation or suits in connection therewith. 4. It is further specifically understood and agreed that this Agreement for Final Payment and Contractor's Sworn Release shall constitute a part of the Contract, and it is also specifically understood and agreed that this Agreement shall not act as a modification,waiver or renunciation by OWNER of any of its rights or remedies as set out in the Contract itself, but this Agreement for Final Payment and Contractor's Sworn Release shall constitute a supplement thereto for the additional protection of OWNER. 05/2007 00700-B 1 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT SIGNED and EXECUTED this, the_day of , 20_ CONTRACTOR: By: Signature Print Name: Title: [If CONTRACTOR is a proprietorship, owner must sign; if a partnership, each general partner must sign; if a corporation, the following language should be used.] SIGNED and EXECUTED this, the day of 20_by , a Texas corporation,under authority granted to the undersigned by said corporation as contained in the Charter, By-Laws or Minutes of a meeting of said corporation regularly called and held. CONTRACTOR: By: President ATTEST: Corporate Secretary (Corporate Seal) [This form is for use by either a proprietorship or a partnership. In the event CONTRACTOR is a partnership or a joint proprietorship, additional signature lines should be added for each individual.] C 05/2007 00700-B2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT AFFIDAVIT C.IL\; STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared the person or persons whose name(s) are subscribed to the above and foregoing Agreement for Final Payment and Contractor's Sworn Release,who each, after being by me duly sworn, on their oaths deposed and said: I (We) am(are) the person(s)who signed and executed the above and foregoing Agreement for Final Payment and Contractor's Sworn Release, and I (we)have read the facts and statements as therein set out and the representations as made therein, and I(we) state that the above and foregoing are true and correct. CONTRACTOR-Affiant SWORN TO AND SUBSCRIBED TO before me, the day of 20_. (7, Notary Public, State of Texas My Commission Expires: [This form is for use in the event CONTRACTOR is a corporation.] 07/2006 00700-B3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT AFFIDAVIT STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared the persons who signed and executed the above and foregoing Agreement for Final Payment mid Contractor's Sworn Release,whose names are set out above, who each, after being by me duly sworn, on their oaths deposed and said: We each are the persons whose names are subscribed above, and hold respectively the offices in the corporation as set out above, and each state under oath that we have the authority to execute this Agreement for Final Payment and Contractor's Sworn Release for and on behalf of said corporation,pursuant to authority granted to us in the Charter of said corporation, the By-Laws of said corporation and/or the Minutes of said corporation; and the facts, statements and representations as set out in the instrument to which this Affidavit is attached, are true and correct. SWORN TO AND SUBSCRIBED TO before me this, the day of 20 (oak\ Notary Public, State of Texas My Commission Expires: 07/2006 00700-B4 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO. 3 TO GENERAL CONDITIONS OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR 1. Definitions. For purposes of this Agreement: 1.1 Owner Parties. "Owner Parties" means (a) the City of Pearland, its successors and assigns, and the Engineer, (b) any officers, employees, or agents of such persons or entities, and(c) others as required by the Contract Documents, if any. 1.2 Contractor. "Contractor" shall mean the vendor providing the service or work to be performed under this Agreement. 1.3 Subcontractor. "Subcontractor" shall include subcontractors of any tier. 1.4 ISO. "ISO"means Insurance Services Office. 2. Contractor Insurance Representations to Owner Parties 2.1 It is expressly understood and agreed that the insurance coverages required herein: 2.1.1 represent Owner Parties' minimum requirements and are not to be construed to void or limit the Contractor's indemnity obligations as contained in ("'', this Agreement nor represent in any manner a determination of the insurance �` coverages the Contractor should or should not maintain for its own protection; and 2.1.2 are being, or have been, obtained by the Contractor in support of the Contractor's liability and indemnity obligations under this Agreement. Neither the requirements as to insurance to be carried as provided for herein, the insolvency, bankruptcy or failure of any insurance company carrying insurance of the Contractor, nor the failure of any insurance company to pay claims accruing, shall be held to affect, negate or waive any of the provisions of this Agreement. 2.2 Failure to obtain and maintain the required insurance shall constitute a material breach of, and default under, this_Agreement. If the Contractor shall fail to remedy such breach within five (5) business days after notice by the Owner, the Contractor will be liable for any and all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless a written waiver of the specific insurance requirement(s) is provided to the Contractor by the Owner. In the event of any failure by the Contractor to comply with the provisions of this Agreement, the Owner may, without in any way compromising or waiving any right or remedy at law or in equity, on notice to the Contractor, purchase such insurance, at the Contractor's expense, provided that the Owner shall have no obligation to do so and if the Owner shall do so, the Contractor shall not be relieved of or excused from the obligation to obtain and maintain such insurance amounts and coverages. 10-2012 00700-Cl CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 3. Conditions Affecting All Insurance Required Herein 3.1 Cost of Insurance. All insurance coverage shall be provided at the Contractor's sole expense. 3.2 Status and Rating of Insurance Company. All insurance coverage shall be written through insurance companies authorized to do business in the state in which the work is to be performed and rated no less than A-: VII in the most current edition of A. M. Best's Key Rating Guide. 3.3 Restrictive, Limiting, or Exclusionary Endorsements. All insurance coverage shall be provided to the Owner Parties in compliance with the requirements herein and shall contain no endorsements that restrict, limit, or exclude coverage required herein in any manner without the prior express written approval of the Owner. 3.4 Limits of Liability. The limits of liability may be provided by a single policy of insurance or by a combination of primary and umbrella policies, but in no event shall the total limits of liability available for any one occurrence or accident be less than the amount required herein. 3.5 Notice of Cancellation, Nonrenewal, or Material Reduction in Coverage. All insurance coverage shall contain the following express provision: In the event of cancellation, non-renewal, or material reduction in coverage affecting the certificate holder, thirty (30) days prior written notice shall be given to the certificate holder by certified mail or registered mail, return receipt requested. 3.6 Waiver of Subrogation. The Contractor hereby agrees to waive its rights of recovery from the Owner Parties with regard to all causes of property and/or liability loss and shall cause a waiver of subrogation endorsement to be provided in favor of the Owner Parties on all insurance coverage carried by the Contractor, whether required herein or not. 3.7 Deductible/Retention. Except as otherwise specified herein, no insurance required herein shall contain a deductible or self-insured retention in excess of $25,000 without prior written approval of the Owner. All deductibles and/or retentions shall be paid by, assumed by, for the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same. 4. Maintenance of Insurance. The following insurance shall be maintained in effect with limits not less than those set forth below at all times during the term of this Agreement and thereafter as required: 10-2012 00700-C2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.1 Commercial General Liability Insurance (0b-,„ 4.1.1 Coverage. Such insurance shall cover liability arising out of all locations and operations of the Contractor, including but not limited to liability assumed under this contract (including the tort liability of another assumed in a business contract). Defense shall be provided as an additional benefit and not included within the limit of liability. 4.1.2 Form. Commercial General Liability Occurrence form (at least as broad as an unmodified ISO CG 0001 0798 or its equivalent). 4.1.3 Amount of Insurance. Coverage shall be provided with limits of not less than: Each Occurrence Limit $1,000,000 General Aggregate Limit $2,000,000 Product-Completed Operations Aggregate Limit $2,000,000 Personal and Advertising Injury Limit $1,000,000 4.1.4 Required Endorsements a. Additional Insured. Additional insured status shall be provided in favor of the Owner Parties on any of the following: i. ISO form CG 20 10 11 85; or ii. ISO form CG 20 26 11 85; or iii. a combination of ISO forms CG 20 33 10 01 and CG 20 37 10 01; or iv. any form providing equivalent protection to Owner. b. Designated Construction Project(s) Aggregate Limit. The aggregate limit shall apply separately to this Agreement through use of an ISO CG 25 03 03 97 endorsement or its equivalent. c. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. d. Personal Injury Liability. The personal injury contractual liability exclusion shall be deleted. e. Primary and Non-Contributing Liability. It is the intent of the parties to this Agreement that all insurance required herein shall be primary to all insurance available to the Owner Parties. The obligations of the Contractor's insurance shall not be affected by any other insurance available to the Owner Parties and shall seek no contribution from the Owner Parties' insurance, whether primary, excess contingent, or on any other basis. The Contractor's insurance coverage shall be endorsed to provide such primary and non- (14', contributing liability. f. Waiver of Subrogation, as required in 3.6, above. 10-2012 00700-C3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.1.5 Continuing Commercial General Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to Owner stating Work completion date. 4.2 Auto Liability Insurance 4.2.1 Coverage. Such insurance shall cover liability arising out of any auto (including owned, hired, and non-owned). 4.2.2 Form. Business Auto form (at least as broad as an unmodified ISO CA 0001 or its equivalent). 4.2.3 Amount of Insurance. Coverage shall be provided with a limit of not less than $1,000,000. 4.2.4 Required Endorsements a. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.3 Employer's Liability Insurance 4.3.1 Coverage. Employer's Liability Insurance shall be provided as follows: 4.3.2 Amount of Insurance. Coverage shall be provided with a limit of not less than: Employer's Liability: $1,000,000 each accident and each disease. 4.3.3 Required Endorsements a. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.4 Umbrella Liability Insurance 4.4.1 Coverage. Such insurance shall be excess over and be no less broad than all coverages described above and shall include a drop-down provision for exhaustion of underlying limits. 4.4.2 Form. This policy shall have the same inception and expiration dates as the commercial general liability insurance required above. 10-2012 00700-C4 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.4.3 Amount of Insurance. Coverage shall be provided with a limit of not less than $5,000,000. 4.4.4 Continuing Umbrella Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.5 Professional Liability Insurance 4.5.1 Coverage. The Contractor shall provide professional liability insurance for any professional design or engineering drawing required by the work. Such insurance shall indemnify the Owner from claims arising from the negligent performance of professional services of any type, including but not limited to design or design/build services as part of the Work to be performed. 4.5.2 Form. This insurance shall include prior acts coverage sufficient to cover all services rendered by the Contractor and by its consultants under this Agreement. It is recognized that this coverage may be provided on a Claims-Made basis. Calb\ 4.5.3 Amount of Insurance. Coverage shall be provided with a limit of not less than $1,000,000. 4.5.4 Continuing Professional Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.6 Builder's Risk 4.6.1 Insureds. Insureds shall include: a. Owner, General Contactor and all Loss Payees and Mortgagees as Named Insureds; and b. subcontractors of all tiers in the Work as Additional Insureds. 10-2012 00700-C5 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.6.2 Covered Property. Such insurance shall cover: a. all structure(s) under construction, including retaining walls, paved surfaces and roadways, bridges, glass, foundation(s), footings, underground pipes and wiring, excavations, grading, backfilling or filling; b. all temporary structures (e.g., fencing, scaffolding, cribbing, false work, forms, site lighting, temporary utilities and buildings) located at the site; c. all property including materials and supplies on site for installation; d. all property including materials and supplies at other locations but intended for use at the site; e. all property including materials and supplies in transit to the site for installation by all means of transportation other than ocean transit; and f. other Work at the site identified in the Agreement to which this Exhibit is attached. Form a. Coverage shall be at least as broad as an unmodified ISO Special form, shall be provided on a completed-value basis, and shall be primary to any other coverage insurance available to the insured parties, with that other insurance being excess, secondary and non- contributing. b. No protective safeguard warranty shall be permitted. c. Required coverage shall further include: i. Additional expenses due to delay in $ TBD completion of project(where applicable) ii. Agreed value Included without sublimit iii. Damage arising from error, omission or Included without sublimit deficiency in construction methods, design, specifications, workmanship or materials, including collapse iv. Debris removal additional limit 25% of direct damage loss v. Earthquake (where applicable) $ TBD vi. Earthquake sprinkler leakage (where $ TBD applicable) vii. Expediting expenses $ TBD viii. Flood(where applicable) $ TBD ix. Freezing Included without sublimit x. Mechanical breakdown, including hot & Included without sublimit cold testing(where applicable) xi. Notice of cancellation, non-renewal or Included 10-2012 00700-C6 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT material reduction—60 days prior written notice to each insured xii. Occupancy clause, as required in F, Included below xiii. Ordinance or law Included without sublimit xiv. Pollutant clean-up and removal $ TBD xv. Preservation of property Included without sublimit xvi. Replacement cost Included xvii. Theft Included without sublimit xviii. Waiver of subrogation as required in G, Included below. 4.6.3 Amount of Insurance. Coverage shall be provided in an amount equal at all times to the full replacement value and cost of debris removal for any single occurrence. 4.6.4 Deductibles. Deductibles shall not exceed the following: a. All Risks of Direct Damage, Per $5,000 Occurrence, except b. Delayed Opening Waiting Period 5 Days c. Flood,Per Occurrence $25,000 or excess of NFIP if in Flood Zone A, B or V d. Earthquake and Earthquake Sprinkler $25,000 Leakage, Per Occurrence 4.6.5 Termination of Coverage. The termination of coverage provision shall be endorsed to permit occupancy of the covered property being constructed so long as such occupancy does not exceed 20% of the usable area of the property. This insurance shall be maintained in effect, unless otherwise provided for in the Contract Documents, until the earliest of the following dates:. a. the date on which all persons and organizations who are insureds under the policy agree that it shall be terminated; b. the date on which final payment, as provided for in the Agreement to which this Exhibit is attached, has been made; or c. the date on which the insurable interests in the Covered Property of all insureds other than Contractor have ceased. C"b'' 10-2012 00700-C7 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.6.6 Waiver of Subrogation. The waiver of subrogation provision shall be endorsed as follows: a. A waiver of subrogation shall be provided in favor of all insureds. b. The waiver of subrogation provisions shall be endorsed as follows: Should a covered loss be subrogated, either in whole or in part, your rights to any recovery will come first, and we will be entitled to a recovery only after you have been fully compensated for the loss. 5. Intentionally left blank. 6. Evidence of Insurance 6.1 Provision of Evidence. Evidence of the insurance coverage required to be maintained by the Contractor, represented by certificates of insurance, evidence of insurance, and endorsements issued by the insurance company or its legal agent, and must be furnished to the Owner prior to commencement of Work and not later than fifteen (15) days after receipt of this Agreement. New certificates of insurance, evidence of insurance, and endorsements shall be provided to the Owner prior to the termination date of the current certificates of insurance, evidence ofrTh insurance, and endorsements. 6.2 Form 6.2.1 All property insurance required herein shall be evidenced by ACORD form 28, "Evidence of Property Insurance". 6.2.2 All liability insurance required herein shall be evidenced by ACORD form 25, "Certificate of Insurance". 6.3 Specifications. Such certificates of insurance, evidence of insurance, and endorsements shall specify: 6.3.1 The Owner as a certificate holder with correct mailing address. 6.3.2 Insured's name, which must match that on this Agreement. 6.3.3 Insurance companies affording each coverage, policy number of each coverage, policy dates of each coverage, all coverages and limits described herein, and signature of authorized representative of insurance company. 6.3.4 Producer of the certificate with correct address and phone number listed. 6.3.5 Additional insured status required herein. 6.3.6 Amount of any deductibles and/or retentions. 6.3.7 Cancellation, non-renewal and material reduction in coverage notification as required by this Agreement. Additionally, the words "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any • lid kind upon Company, it agents or representatives" shall be deleted from the cancellation provision of the ACORD 25 certificate of insurance form. 10-2012 00700-C8 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.3.8 Designated Construction Project Aggregate Limits required herein. 6.3.9 Personal Injury contractual liability required herein. 6.3.10 Primary and non-contributing status required herein. 6.3.11 Waivers of subrogation required herein. 6.4 Required Endorsements. A copy of each of the required endorsements shall also be provided. 6.5 Failure to Obtain. Failure of any Owner Party to demand such certificate or other evidence of full compliance with these insurance requirements or failure of any Owner Party to identify a deficiency from evidence that is provided shall not be construed as a waiver of the Contractor's obligation to maintain such insurance. 6.6 Certified Copies. Upon request of any Owner Party, the Contractor shall provide to the Owner a certified copy of all insurance policies required herein within ten (10) days of any such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the expiration of the previous policy. 6.7 Commencement of Work. Commencement of Work without provision of the required certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any (11/"" , subcontractor from performing any Work until such certificate of insurance, evidence of insurance and/or required endorsements are received and approved by the Owner. 7. Insurance Requirements of Contractor's Subcontractors 7.1 Insurance similar to that required of the Contractor shall be provided by all subcontractors (or provided by the Contractor on behalf of subcontractors) to cover operations performed under any subcontract agreement. The Contractor shall be held responsible for any modification in these insurance requirements as they apply to subcontractors. The Contractor shall maintain certificates of insurance from all subcontractors containing provisions similar to those listed herein (modified to recognize that the certificate is from subcontractor) enumerating, among other things, the waivers of subrogation, additional insured status, and primary liability as required herein, and make them available to the Owner upon request. 7.2 The Contractor is fully responsible for loss and damage to its property on the site, including tools and equipment, and shall take necessary precautions to prevent damage to or vandalism, theft, burglary, pilferage and unexplained disappearance of property. Any insurance covering the Contractor's or its subcontractor's property shall be the Contractor's and its subcontractor's sole and complete means or recovery for any such loss. To the extent any loss is not covered by said insurance re.,„ or subject to any deductible or co-insurance, the Contractor shall not be reimbursed for same. Should the Contractor or its subcontractors choose to self insure this risk, it is expressly agreed that the Contractor hereby waives, and shall cause its 10-2012 00700-C9 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT subcontractors to waive, any claim for damage or loss to said property in favor of the Owner Parties. 8. Use of the Owner's Equipment. The Contractor, its agents, employees, subcontractors or suppliers shall use the Owner's equipment only with express written permission of the Owner's designated representative and in accordance with the Owner's terms and condition for such use. If the Contractor or any of its agents, employees, subcontractors or suppliers utilize any of the Owner's equipment for any purpose, including machinery, tools, scaffolding, hoists, lifts or similar items owned, leased or under the control of the Owner, the Contractor shall defend, indemnify and be liable to the Owner Parties for any and all loss or damage which may arise from such use. 9. Release and Waiver. The Contractor hereby releases, and shall cause its subcontractors to release, the Owner Parties from any and all claims or causes of action whatsoever which the Contractor and/or its subcontractors might otherwise now or hereafter possess resulting in or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been covered by insurance required herein, including the deductible and/or uninsured portion thereof, maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement. 10-2012 00700-C10 CITY OF PEARLAND SPECIAL CONDITIONS OF AGREEMENT Section 00800 SPECIAL CONDITIONS OF AGREEMENT The following Special Conditions modify the General Conditions,Document 00700. Where a portion of the General Conditions is modified or deleted by these Special Conditions, the unaltered portions of the General Conditions shall remain in effect. ARTICLE 1 DEFINITIONS AND INTERPRETATIONS 1.01 Add the following paragraph to the end of Article 1.01: The OWNER'S representative on the project site is: telephone: 281. 652. The CONSTRUCTION MANAGER is: telephone: The CONSTRUCTION INSPECTOR is: telephone: ARTICLE 4 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 4.05 Add the following paragraph p ara a h to Article 4.05: A Maintenance Bond in accordance with Document 00612 of the Project Manual is required for this Project. The cost of this bond shall be included in the CONTRACTOR'S Bid Proposal. Attachment No.3 To General Conditions, Owner's Insurance Requirements of Contractor, Article 4.6 Builder's Risk—Builder's Risk Insurance is Required for this project. ARTICLE 5 PROSECUTION AND PROGRESS 5.08 Add Article 5.08: The Contract Time as defined in the bid and other sections of the Contract Documents includes a certain number of rain days. Based on the Alvin Weather Center Records, the average annual rain days from June 1898 to December 1996 is 40 days calculated from all precipitation days of record. The CONTRACTOR is required to keep a record of rain days at the site. The record of rain days must be accepted and signed by the City Inspector monthly, and shall be reported on the monthly pay estimate submittal. At the end of the contract,the CONTRACTOR will be credited only for the number of accepted rain days that exceed 40 rain days per year,proportionate to the original Contract Time. General Notes: `' Sections 00100 Invitation to Bidders, 00200 Instructions to Bidders and 01505 Mobilization all make reference to provision by.the CONTRACTOR of a laptop computer for use by the OWNER'S representative or CONSTRUCTION MANAGER. BIDDER is Not Required to 2-24-12 00800- 1 of 2 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION Section 00811 Casim WAGE SCALE FOR ENGINEERING CONSTRUCTION 1.01 In accordance with the Prevailing Wage law on Public Works (Article 2258 of the Texas Government Code), the public body awarding the contract does hereby specify the rates shown in Table 00811-A following to be the general prevailing rates in the locality in which the work is being performed. 1.02 This prevailing wage rate does not prohibit the payment of more than the rates stated. 1.03 The wage scale for engineering construction is to be applied to all site work greater than five (5) feet from an exterior wall of new building under construction or from an exterior wall of an existing building. f C 10-2012 00811 - 1 of 1 General Decision Number: TX160282 01/15/2016 TX282 Superseded General Decision Number: TX20150282 State: Texas Construction Type: Building County: Brazoria County in Texas. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories) . Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10 . 15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015 . If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10 . 15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016 . The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 1 01/15/2016 ASBE0022-009 06/01/2015 Rates Fringes ASBESTOS WORKER/HEAT & FROST INSULATOR (Duct, Pipe and Mechanical System Insulation) $ 22 .63 11 .90 BOIL0074-003 01/01/2014 Rates Fringes BOILERMAKER $ 23 .14 21 .55 CARP0551-009 04/01/2015 Rates Fringes CARPENTER (Excludes Drywall Hanging, Form Work, and Metal Stud Installation) $ 22 .50 8 .33 1 ELEC0716-005 09/01/2014 Rates Fringes ELECTRICIAN (Excludes Low Voltage Wiring and Installation of Alarms) $ 29 . 15 8 . 74 * ELEV0031-003 01/01/2016 Rates Fringes ELEVATOR MECHANIC $ 39 .24 29 . 985+a FOOTNOTES: A. 6% under 5 years based on regular hourly rate for all hours worked. 8% over 5 years based on regular hourly rate for all hours worked. New Year' s Day; Memorial Day; Independence Day; Labor Day; Thanksgiving Day; Friday after Thanksgiving Day; Christmas Day; and Veterans Day. ENGI0450-002 04/01/2014 Rates Fringes "`„, POWER EQUIPMENT OPERATOR ) Cranes $ 34. 85 9 . 85 IRON0084-011 06/01/2015 Rates Fringes IRONWORKER, ORNAMENTAL $ 23 . 02 6 .35 IRON0135-002 12/01/2014 Rates Fringes IRONWORKER, STRUCTURAL $ 28 .25 9 . 25 PLAS0079-004 01/01/2010 Rates Fringes PLASTERER $ 19 . 42 1 . 00 PLUM0068-012 10/01/2013 Rates Fringes 2 PLUMBER (Excludes HVAC Pipe Installation) $ 31.30 9 . 49 PLUM0211-010 10/01/2013 Rates Fringes PIPEFITTER (Including HVAC Pipe Installation) $ 29.39 10 .31 SHEE0054-003 07/01/2014 Rates Fringes SHEET METAL WORKER (Excludes HVAC Duct and Unit Installation) $ 25.67 12 .39 SUTX2014-008 07/21/2014 Rates Fringes ACOUSTICAL CEILING MECHANIC $ 16 . 41 3 . 98 BRICKLAYER $ 19 . 86 0. 00 CAULKER $ 15.36 0 . 00 CEMENT MASON/CONCRETE FINISHER $ 13 .33 0. 00 DRYWALL FINISHER/TAPER $ 16 .30 3 . 71 DRYWALL HANGER AND METAL STUD INSTALLER $ 17. 45 3 .96 ELECTRICIAN (Alarm Installation Only) $ 17.97 3 .37 ELECTRICIAN (Low Voltage Wiring Only) $ 18.00 1 .68 FLOOR LAYER: Carpet $ 20 .00 0 . 00 FORM WORKER $ 12 .57 0. 00 GLAZIER $ 19 . 12 4. 41 INSULATOR - BATT $ 14. 87 0 . 73 IRONWORKER, REINFORCING $ 12.10 0 . 00 3 LABORER: Common or General $ 10 .55 0 . 00 LABORER: Mason Tender - Brick $ 13 .37 0 . 00 LABORER: Mason Tender - Cement/Concrete $ 10 . 86 0 . 00 LABORER: Pipelayer $ 12 .94 0 . 00 LABORER: Roof Tearoff $ 11 .28 0 . 00 LABORER: Landscape and Irrigation $ 9 . 49 0 . 00 LATHER $ 19 . 73 0 . 00 OPERATOR: Backhoe/Excavator/Trackhoe $ 15 .56 0 . 00 OPERATOR: Bobcat/Skid Steer/Skid Loader $ 13 . 93 0 . 00 OPERATOR: Bulldozer $ 20 . 77 0 . 00 OPERATOR: Drill $ 16 .22 0 .34 OPERATOR: Forklift $ 15. 64 0 . 00 OPERATOR: Grader/Blade $ 13 .37 0 . 00 OPERATOR: Loader $ 13 .55 0 .94 OPERATOR: Mechanic $ 17.52 3 .33 OPERATOR: Paver (Asphalt, Aggregate, and Concrete) $ 16 . 03 0 . 00 OPERATOR: Roller $ 16 . 00 0 . 00 PAINTER (Brush, Roller and Spray) , Excludes Drywall Finishing/Taping $ 16 . 77 4 .51 ROOFER $ 15 . 40 0 . 00 SHEET METAL WORKER (HVAC Duct Installation Only) $ 20 . 05 4. 19 SHEET METAL WORKER (HVAC Unit Installation Only) $ 19 . 67 2 . 24 SPRINKLER FITTER (Fire 4 Sprinklers) $ 22 . 17 9. 70 TILE FINISHER $ 12 . 00 0. 00 TILE SETTER $ 16 . 17 0. 00 TRUCK DRIVER: 1/Single Axle Truck $ 14.95 5.23 TRUCK DRIVER: Dump Truck $ 12 .39 1 .18 TRUCK DRIVER: Flatbed Truck $ 19 .65 8 .57 TRUCK DRIVER: Semi-Trailer Truck $ 12 .50 0. 00 TRUCK DRIVER: Water Truck $ 12 . 00 4. 11 WATERPROOFER $ 14.39 0. 00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. 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 (29CFR 5 .5 (a) (1) (ii) ) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate. (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014 . PLUM is an abbreviation identifier of 5 the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e. , Plumbers Local 0198 . The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014 . Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates . Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates . LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014 . UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. 1 ' 6 11116 WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2 . ) If the answer to the question in 1 . ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 . 8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party' s position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4. ) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION 8 CITY OF PEARLAND SUMMARY OF WORK 05/2008 01100- 1 of2 Section 01100 SUMMARY OF WORK 1.0 GENERAL 1.01 SECTION INCLUDES A A summary of the Work to be performed under this Contract,work by Owner,Owner furnished products, Work sequence, future Work, Contractor's use of Premises, and Owner occupancy. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A Work of the Contract is for the construction of painting of containment walls at the City's water treatment plants 1.03 WORK BY OWNER A NA 1.04 OWNER FURNISHED PRODUCTS A NA 1.05 WORK SEQUENCE A The Contractor use temporary by pass of disinfection system, remove existing tanks and appurtences,paint interior and exterior of containment areas and then replace the tanks and appurtuences. B Contractor to submit project schedule to Engineer&Owner for approval as specified in Section 01300—Submittals. C Contractor shall coordinate the Work with the Engineer and Owner as specified in Section 01040 - Coordination and Meetings. 1.06 FUTURE WORK A NA 1.07 CONTRACTOR'S USE OF PREMISES A Comply with procedures for access to the site and Contractor's use of rights-of-way as specified in Section 01140 - Contractor's Use of Premises. ("6'1 B Contractor shall be responsible for all utilities required for construction. 1.08 OWNER OCCUPANCY CITY OF PEARLAND SUMMARY OF WORK 05/2008 01100- 1 of2 CITY OF PEARLAND SUMMARY OF WORK 05/2008 01100-2 of 2 A Cooperate with the Owner to minimize conflict, and to facilitate the Owner's operations. Coordinate Contractor's activities with Engineer. B Schedule Work to accommodate this requirement. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION-NotUsed END OF SECTION . I1 CITY OF PEARLAND SUMMARY OF WORK 05/2008 01100-2 of 2 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES Section 01140 CONTRACTOR'S USE OF PREMISES 1.0 GENERAL 1.01 SECTION INCLUDES A General use of the Project Site including properties inside and outside of the limits of construction, work affecting roads, ramps, streets and driveways and notification to adjacent occupants. B References to Technical Specifications: 1 Section 01350—Submittals 2 Section 01730—Cutting &Patching 3 Section 01555 —Traffic Control &Regulation 4 Section 01562—Waste Material Disposal 5 Section 01720—Field Surveying 6 Section 02980—Pavement Repair 7 Section 02770—Curbs, Curb &Gutter, &Headers 8 Section 02255 —Bedding, Backfill, &Embankment Materials 9 Section 02922—Sodding 10 Section 02921 —Hydromulch Seeding 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 LIMITS OF CONSTRUCTION A Confine access,operations,and storage areas to limits of construction as shown on the Plans provided by Owner as stipulated in Section 00700 — General Conditions of Agreement; trespassing on abutting lands or other lands in the area is not allowed. B Contractor may make arrangements,at Contractor's cost,for temporary use of private properties,in which case Contractor and Contractor's surety shall indemnify and hold harmless the Owner against claims or demands arising from such use of properties outside of the limits of construction. 1. Improvements to private properties made for the Contractor's use must be removed upon completion of the Work. a. No fill material may be placed in temporary work areas or on adjacent private properties without the written permission of the Engineer or the issuance of a Fill Permit by the City of Pearland or other governing • entity. 0 Restrict total length which materials may be distributed along the route of the construction at any one time to 1,000 linear feet unless otherwise approved by Engineer. 02/2008 01140- 1 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.04 PROPERTIES OUTSIDE OF LIMITS OF CONSTRUCTION A Altering the condition of properties adjacent to and along the limits of construction will not be permitted unless authorized by the Engineer and property owner(s). B Means,methods,techniques,sequences,or procedures which will result in damage to properties or improvements in the vicinity outside of the limits of construction will not be permitted. C Any damage to properties outside of the limits of construction shall be repaired or replaced to the satisfaction of the Engineer and at no cost to the Owner. D Contractor shall protect or replace all property corners, monuments or other demarcations disturbed, damaged or lost as a result of his activities. The replacement of these devices shall be properly documented to the satisfaction of the City by a Registered Public Land Surveyor with copies delivered to the Owner or private property owner. 1.05 USE OF SITE A Obtain approvals of governing authorities prior to impeding or closing public roads or streets. Do not close consecutive intersections simultaneously B Notify Engineer 48 hours prior to closing a street or a street crossing. Permits for street closures are required in advance and are the responsibility of the Contractor. C Maintain access for emergency vehicles including access to fire hydrants. D Avoid obstructing drainage ditches or inlets; when obstruction is unavoidable due to requirements of the Work, provide grading and temporary drainage structures to maintain unimpeded flow. E Locate and protect private lawn sprinkler systems which may exist on rights-of-ways within the Project Site. Repair or replace damaged systems to condition equal to or better than that existing at start of the Work. F When required by the Work, cutting, patching, and fitting of Work to existing facilities,accommodating installation or connection of Work with existing facilities,or uncovering Work for access, inspection, or testing shall be performed in accordance with Section 01730—Cutting &Patching. G Fires are not permitted on the Project Site. 1.06 NOTIFICATION TO ADJACENT OCCUPANTS A Notify individual occupants in areas to be affected by the Work of the proposed construction and time schedule. Notification shall be 24 hours,72 hours and 2 weeks prior to work being performed within 200 feet of the homes or businesses. 02/2008 01140-2 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES B Include in notification names and telephone numbers of two representatives for resident contact,who will be available on 24-hour call. Include precautions which will be taken to protect private property and identify potential access or utility inconvenience or disruption. C Submit proposed notification to Engineer for approval. Consideration shall be given to the ethnicity of the neighborhood where English is not the dominant language. Notice shall be in an understandable language. 1.07 EXCAVATION IN STREETS AND DRIVEWAYS A Avoid hindering or needlessly inconveniencing public travel on a street or any intersecting alley or street for more than two blocks at any one time, except by permission of the Engineer. B Obtain the Engineer's approval when the nature of the Work requires closing of an entire street. Permits required for street closure are the Contractor's responsibility. Avoid unnecessary inconvenience to abutting property owners. C Remove surplus materials and debris and open 1000 feet or less for public use as work in that block is complete. D Acceptance of any portion of the Work will not be based on return of street to public (17' use. E Avoid obstructing driveways or entrances to private property. F Provide temporary crossing or complete the excavation and backfill in one continuous operation to minimize the duration of obstruction when excavation is required across drives or entrances. G Provide barricades and signs in accordance with Section 01555 —Traffic Control & Regulation. 1.08 CLEAN-UP A Maintain Project Site in a neat and orderly manner. B Perform daily clean-up in and around construction zone of dirt,debris,scrap materials, other disposable items. C Leave streets, driveways, and sidewalks broom-clean or its equivalent at the end of each work day. D Promptly remove barriers, signs, and components of other control systems that are no longer being utilized. (01%,, E Dispose of waste and excess materials in accordance with requirements of Section 01562—Waste Material Disposal. 02/2008 01140-3 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.09 RESTORATION A Restore damaged permanent facilities to pre-construction conditions unless replacement or abandonment of facilities is indicated on the Plans. B Repair/Replace removed or damaged pavement in accordance with Section 02980— Pavement Repair and removed or damaged curbs, gutters, and headers in accordance with Section 02770 — Curbs, Curb & Gutter, & Headers. Repair/Replace with like materials to match existing style, lines, grades, etc., unless otherwise directed by Engineer. C Repair turf areas which become damaged by Contractor's operations at no additional cost to Owner. Level with bank sand or topsoil, conforming to Section 02255 —Bedding, Backfill, & Embankment Materials, as approved by the Engineer. Provide sodding in areas of residential land use over the surface of ground disturbed during construction and not paved, or not designated to be paved, in accordance with Section 02922—Sodding. Use only block sodding; do not use spot sodding or sprigging Provide hydromulch seeding in areas of commercial, industrial or undeveloped land use over the surface of ground disturbed during construction and not paved, or not designated to be paved, in accordance with Section 02921 —Hydromulch Seeding. Water and level newly sodded areas with adjoining turf using steel wheel rollers appropriate for sodding. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01140-4 of 4 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES Section 01200 MEASUREMENT AND PAYMENT PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for measurement and payment of Work. B Conditions for nonconformance assessment and nonpayment for rejected products. C References to Technical Specifications: See Bid Proposal Sheet D Reference Standards: 1. Concrete Reinforcing Steel Institute (CRSI) 2. American Institute of Steel Construction (AISC) 1.02 AUTHORITY A Units and methods delineated in this Section are intended to complement the criteria of the Technical Specifications and Section 00300—Bid Proposal. B In the event of conflict, the unit specified for Bid Items in Section 00300 — Bid C164\' Proposal shall govern. C Measurements and quantities submitted by the Contractor will be verified by the Engineer. D Contractor shall provide necessary equipment, workers, and survey personnel as required by Engineer to verify quantities. 1.03 UNIT QUANTITIES SPECIFIED A Quantity and measurement estimates stated in Section 00300—Bid Proposal are for contract purposes only. Quantities and measurements supplied or placed in the Work, authorized and verified by Engineer shall determine payment as stated in Section 00700—General Conditions of Agreement. B If the actual Work requires greater or lesser quantities than those quantities indicated in Section 00300 — Bid Proposal, provide the required quantities at the unit prices contracted except as otherwise stated in Section 00700 — General Conditions of Agreement or in executed Change Order. 1.04 MEASUREMENT OF QUANTITIES A Measurement by Weight: Reinforcing steel, rolled or formed steel or other metal shapes will be measured by CRSI or AISC Manual of Steel Construction weights. Welded assemblies will be measured by CRSI or AISC Manual of Steel Construction or scale weights. 05/2007 01200- 1 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES B Measurement by Volume: 1. Stockpiles: Measured by cubic dimension using mean length, width, and height or thickness. 2. Excavation and Embankment Materials: Measured by cubic dimension using the average end area method. C Measurement by Area: Measured by square dimension using mean length and width or radius. D Linear Measurement: Measured by linear dimension, at the item centerline or mean chord. E Stipulated Price Measurement: By unit designated in the agreement. F Other: Items measured by weight, volume, area, or lineal means or combination, as appropriate, as a completed item or unit of the Work. 1.05 PAYMENT A Payment includes full compensation for all required supervision,labor,products,tools, equipment,plant,transportation,services,and incidentals;and erection,application or installation of an item of the Work; and Contractor's overhead and profit. The price bid shall include the total cost for required Work. Claims for payment as Unit Price Work not specifically covered in Section 00300—Bid Proposal will not be accepted. B Progress Payments for Unit Price Work will be based on the Engineer's observations and evaluations of quantities incorporated in the Work multiplied by the unit price. C Progress Payments for Lump Sum Work will be based on the Engineer's observations and evaluations of the percentage of quantities included in the schedule of values incorporated in the Work. D Final Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities determined by Engineer multiplied by the unit price for Work which is incorporated in or made necessary by the Work. 1.06 NONCONFORMANCE ASSESSMENT A Remove and replace the Work, or portions of the Work, not conforming to the Contract Documents. B If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct one of the following remedies: 1. The nonconforming Work will remain as is, but the unit price will be adjusted to a lower price at the discretion of the Engineer. 2. The nonconforming Work will be modified as authorized by the Engineer, and the unit price will be adjusted to a lower price at the discretion of the Engineer, if the modified Work is deemed to be less suitable than originally specified. 05/2007 01200-2 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES C Individual Technical Specifications may modify these options or may identify a specific formula or percentage price reduction. D The authority of the Engineer to assess the nonconforming Work and identify payment adjustment is final. 1.07 NONPAYMENT FOR REJECTED PRODUCTS A Payment will not be made for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable to Engineer. 2. Products determined as nonconforming before or after placement. 3. Products not completely unloaded from transporting vehicle. 4. Products placed beyond the lines and levels of the required Work. 5. Products remaining on hand after completion of the Work, unless specified otherwise. 6. Loading, hauling, and disposing of rejected products. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 05/2007 01200-3 of 3 CITY OF PEARLAND CHANGE ORDER PROCEDURES Section 01290 (1'"\ CHANGE ORDER PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for processing Change Orders, including: 1. Assignment of a responsible individual for approval and communication of changes in the Work; 2. Documentation of change in Contract Price and Contract Time; 3. Change procedures, using proposals and construction contract modifications, Work Change Directive, Stipulated Price Change Order,Unit Price Change Order, Time and Materials Change Order; 4. Execution of Change Orders; 5. Correlation of Contractor Submittals. B References to Technical Specifications: 1. Section 01350—Submittals 2. Section 01760—Project Record Documents C Other References: 1. Rental Rate Blue Book for Construction Equipment(Data Quest Blue Book). Rental Rate is defined as the full unadjusted base rental rate for the appropriate item of construction equipment. 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 RESPONSIBLE INDIVIDUAL A Contractor shall provide a letter indicating the name and address of the individual authorized to execute change.documents, and who shall also be responsible for informing others in Contractor's employ and Subcontractors of changes to the Work. The information shall be provided at the Preconstruction Conference. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME A Provide full information required for identification and evaluation of proposed changes, and to substantiate costs of proposed changes in the Work. B Contractor shall document each Proposal for Change in cost or time with sufficient Cob\ data to allow for its evaluation. 02/2008 01290- 1 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES C Proposal for Change shall include, as a minimum, the following information as applicable: 1. Original Quantities of items in Section 00300—Bid Proposal with additions, reductions, deletions, and substitutions. 2. When Work items were not included in Section 00300—Bid Proposal, Contractor shall provide unit prices for the new items, with supporting information as required by the Engineer. 3. Justification for any change in Contract Time. 4. Additional data upon request. D For changes in the Work performed on a time-and-material basis, the following additional information may be required: 1. Quantities and description of products and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit as noted in Section 00700—General Conditions of Agreement, 7.03 "Extra Work". 4. Dates and times work was performed, and by whom. 5. Time records and certified copies of applicable payrolls. 6. Invoices and receipts for products,rented equipment, and subcontracts, similarly documented. E Rented equipment will be paid to the Contractor by actual invoice cost for the duration of time required to complete the extra work. If the extra work comprises only a portion of the rental invoice where the equipment would otherwise be on the site,the ? Contractor shall compute the hourly equipment rate by dividing the actual monthly invoice by 176. (One day equals 8 hours and one week equals 40 hours.) Operating costs shall not exceed the estimated operating costs given for the item of equipment in the Blue Book. F For changes in the work performed on a time-and-materials basis using Contractor- owned equipment, compute rates with the Blue Book as follows: 1. Multiply the appropriate Rental Rate by an adjustment factor of 70 percent plus the full rate shown for operating costs. The Rental Rate utilized shall be the lowest cost combination of hourly, daily, weekly or monthly rates. Use 150 percent of the Rental Rate for double shifts (one extra shift per day) and 200 percent of the Rental Rate for more than two shifts per day. No other rate adjustments shall apply. 2. Standby rates shall be 50 percent of the appropriate Rental Rate shown in the Blue Book. Operating costs will not be allowed. 1.05 CHANGE PROCEDURES A Changes to Contract Price or Contract Time can only be made by issuance of a Change Order. Issuance of a Work Change Directive or written acceptance by the Engineer of changes will be formalized into Change Orders. All such changes will be in ,.. accordance with the requirements of Section 00700 — General Conditions of , Agreement, 7.01 "Change Orders". 02/2008 01290-2 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES B The Engineer will advise Contractor of Minor Changes in the Work not involving an adjustment to Contract Price or Contract Time as authorized by Section 00700 — General Conditions of Agreement, 7.02 "Minor Changes", by issuing supplemental instructions. C Contractor may request clarification of Plans, Technical Specifications or Contract Documents or other information. Response by the Engineer to a Request for Information does not authorize the Contractor to perform tasks outside the scope of the Work. All changes must be authorized as described in this Section. 1.06 PROPOSALS FOR CHANGE AND CONTRACT MODIFICATION A The Engineer may issue a Request for Proposal,which includes a detailed description of a proposed change with supplementary or revised Plans and Technical Specifications.The Engineer may also request a proposal in the response to a Request for Information. Contractor will prepare and submit its Proposal for Change within 7 days or as specifiedn the request. B The Contractor may propose an unsolicited change by submitting a Proposal for Change to the Engineer describing the proposed change and its full effect on the Work, with a statement describing the reason for the change and the effect on the Contract Price and Contract Time including full documentation. 1.07 WORK CHANGE DIRECTIVE A Engineer may issue a signed Work Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B The document will describe changes in the Work and will designate a method of determining any change in Contract Price or Contract Time. C Contractor shall proceed promptly to execute the changes in the Work in accordance with the Work Change Directive. 1.08 STIPULATED PRICE CHANGE ORDER A A Stipulated Price Change Order will be based on an accepted Proposal for Change including the Contractor's lump sum price quotation. 1.09 UNIT PRICE CHANGE ORDER A Where Unit Prices for the affected items of the Work are included in Section 00300- Bid Proposal , the Unit Price Change Order will be based on unit prices as originally bid, subject to provisions of Section 00700—General Conditions of Agreement. B Where unit prices of the Work are not pre-determined in Section 00300 — Bid Proposal, Work Change Directive or accepted Proposal for Change will specify the unit prices to be used. 02/2008 01290-3 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES 1.10 TIME-AND-MATERIAL CHANGE ORDER A Contractor shall provide an itemized account and supporting data after completion of change,within time limits indicated for claims in Section 00700—General Conditions of Agreement. B Engineer will determine the change allowable in Contract Price and Contract Time as provided in Section 00700—General Conditions of Agreement. C Contractor shall maintain detailed records of work done on time-and-material basis as specified in this Section, 1.04 "Documentation of Change in Contract Price and Contract Time". D Contractor shall provide full information required for evaluation of changes,and shall substantiate costs for changes in the Work. 1.11 EXECUTION OF CHANGE DOCUMENTATION A Engineer will issue Change Orders, Work Change Directives, or accepted Proposals for Change for signatures of parties named in Section 00500 — Standard Form of Agreement. 1.12 CORRELATION OF CONTRACTOR SUBMITTALS A For Stipulated Price Contracts, Contractor shall promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. B For Unit Price Contracts,the next monthly Application for Payment of the Work after acceptance of a Change Order will be revised to include any new items not previously included and the appropriate unit rates. C Contractor shall promptly revise progress schedules to reflect any change in Contract Time, and shall revise schedules to adjust time for other items of work affected by the change, and resubmit for review. D Contractor shall promptly enter changes to the on-site and record copies of the Plans, Technical Specifications or Contract Documents as required in Section 01760 — Project Record Documents. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION T 02/2008 01290-4 of 4 CITY OF PEARLAND COORDINATION AND MEETINGS Section 01310 (41111.6. COORDINATION AND MEETINGS 1.0 GENERAL 1.01 SECTION INCLUDES A Section includes general coordination including Preconstruction Conference, Site Mobilization Conference, and Progress Meetings. B References to Technical Specifications: 1. Section 01100—Summary of Work 1.02 RELATED DOCUMENTS A Coordination is required throughout the documents. Refer to all of the Contract Documents and coordinate as necessary. 1.03 ENGINEER AND REPRESENTATIVES A The Engineer may act directly or through designated representatives as defined in Section 00700 — General Conditions of Agreement, 1.01 "Owner, Contractor, and Engineer", and as identified by name at the Preconstruction Conference. C""`,, 1.04 CONTRACTOR COORDINATION A Coordinate scheduling,submittals,and work of the various Technical Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B Coordinate completion and clean up of the Work for Substantial Completion and for portions of the Work designated for Owner's partial occupancy. C Coordinate access to Project Site for correction of nonconforming work to minimize disruption of Owner's activities where Owner is in partial occupancy. 1.05 PRECONSTRUCTION CONFERENCE A Engineer will schedule a Preconstruction Conference. B Attendance Required: Engineer's representatives,Consultants,Contractor,and major Subcontractors. C Agenda: 1. Distribution of Contract Documents. 2. Designation of personnel representing the parties to the Contract, and the C.6\ Consultant. 3. Review of insurance. 02/2008 01310- 1 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS 4. Discussion of formats proposed by the Contractor for Schedule of Values, and Construction Schedule. 5. Discussion of required Submittals, including, but not limited to, Work Plans, Traffic Control Plans, Safety Programs, Construction Photographs. 6. Procedures and processing of Shop Drawings and other submittals, substitutions, Applications for Payment, Requests for Information, Request for Proposal, Change Orders, and Contract Closeout. 7. Scheduling of the Work and coordination with other contractors. 8. Review of Subcontractors. 9. Appropriate agenda items listed in this Section, 1.06 "Site Mobilization Conference", when Preconstruction Conference and Site Mobilization Conference are combined. 10. Procedures for testing. 11. Procedures for maintaining Project Record Documents. 12. Designation of the individual authorized to execute change documents and their responsibilities. 13. Discussion of requirements of a Trench Safety Program. 1.06 SITE MOBILIZATION CONFERENCE A When required by Section 01100—Summary of Work,Engineer will schedule a Site Mobilization Conference at the Project Site prior to Contractor occupancy. B Attendance Required: Engineer representatives, Consultants, Contractor's ] Superintendent, and major Subcontractors. C Agenda: 1. Use of premises by Owner and Contractor 2. Safety and first aid procedures 3. Construction controls provided by Owner 4. Temporary utilities 5. Survey and layout 6. Security and housekeeping procedures 1.07 PROGRESS MEETINGS A Progress Meetings shall be held at Project Site or other location as designated by the Engineer. Meeting shall be held at monthly intervals, or more frequent intervals if directed by Engineer. B Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer representatives, and Consultants as appropriate to agenda topics for each meeting. C Engineer or City's representative will make arrangements for meetings, and recording minutes. D Engineer or City's representative will prepare the agenda and preside at meetings. 02/2008 01310-2 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS E Contractor shall provide required information and be prepared to discuss each agenda CP114\ item. F Agenda: 1. Review minutes of previous meeting. 2. Review of Construction Schedule, Applications for Payment, payroll and compliance submittals. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of Submittal Schedule and status of submittals. 6. Review status of Requests for Information, Requests for Proposal. 7. Review status of Change Orders. 8. Review of off-site fabrication and delivery schedules. 9. Maintenance of updates to Construction Schedule. 10. Corrective measures to regain projected schedules. 11. Planned progress during succeeding work period. 12. Coordination of projected progress. 13. Maintenance of quality and work standards. 14. Effect of proposed changes on Construction Schedule and coordination. 15. Other items relating to the Work. 2.0 PRODUCTS - Not Used (111'4\ 3.0 EXECUTION - NotUsed END OF SECTION • 02/2008 01310-3 of 3 CITY OF PEARLAND SUBMITTALS Section 01350 Cisik\ SUBMITTALS 1.0 GENERAL This Section contains general lists of Submittals and Technical Specifications that may be required for the Work. When Submittals are required elsewhere in these Technical Specifications, refer to this Section for Submittal requirements and procedures. 1.01 SECTION INCLUDES A Submittal procedures for: 1. Schedule of Values 2. Construction Schedules 3. Shop Drawings, Product Data, and Samples 4. Operations and Maintenance Data 5. Manufacturer's Certificates 6. Construction Photographs 7. Project Record Documents 8. Design Mixes B References to the following Technical Specifications: 1. Section 01310—Coordination &Meetings 2. Section 01630-Product Options & Substitutions 3. Section 01100—Summary of Work 4. Section 01380-Construction Photographs 5. Section 01760—Project Record Documents 6. Section 02530—Gravity Sanitary Sewers 1.02 SUBMITTAL PROCEDURES A Scheduling and Handling 1. Schedule Submittals well in advance of the need for material or equipment for construction. Allow time to make delivery of material or equipment after Submittal is approved. 2. Develop a Submittal Schedule that allows sufficient time for initial review, correction,resubmission and final review of all submittals.The Engineer will review and return submittals to the Contractor as expeditiously as possible but the amount of time required for review will vary depending on the complexity and quantity of data submitted. In no case will a Submittal Schedule be acceptable which allows less than 30 days for initial review by the Engineer. This time for review shall in no way be justification for delays or additional compensation to the Contractor. 3. The Engineer's review of submittals covers conformity to the Plans,Technical Specifications, and dimensions which affect the layout. The Contractor is responsible for quantity determination. The Contractor is responsible for any errors, omissions or deviations from the Contract requirements; review of 01/2008 01350- 1 of 6 CITY OF PEARLAND SUBMITTALS submittals in no way relieves the Contractor from his obligation to furnish required items according to the Plans and Technical Specifications. 4. Submit 5 copies of documents unless otherwise specified in this Section or by individual Technical Specifications. 5. Revise and resubmit submittals as required. Identify all changes made since previous submittal. 6. The Contractor shall assume the risk for material or equipment which is fabricated or delivered prior to approval. No material or equipment shall be incorporated into the Work or included in Applications for Payment until approval has been obtained in the specified manner. B Transmittal Form and Numbering 1. Transmit each submittal to the Engineer with a transmittal form. 2. Sequentially number each transmittal form beginning with the number 1. Re- Submittals shall use the original number with an alphabetic suffix(i.e.,2A for first Re-Submittal of Submittal 2 or 15C for third Re-Submittal of Submittal 15). Each submittal shall only contain one type of work, material, or equipment. Mixed submittals will not be accepted. 3. Identify variations from requirements of Contract Documents and identify product or system limitations. 4. For submittal numbering of video tapes, see this Section, 1.10 "Video". C Contractor's Certification 1. Each submittal shall contain a statement or stamp signed by the Contractor, certifying that the items have been reviewed in detail and are correct and in accordance with Contract Documents, except as noted by any requested variance. 1.03 SCHEDULE OF VALUES A Submit a Schedule of Values at least 10 days prior to the first Application for Payment. A Schedule of Values shall be provided for each of the items indicated as Lump Sum (LS) in Section 00300 — Bid Proposal for which the Contractor requests to receive Progress Payments. B Schedule of Values shall be typewritten on 8-1/2"x 11",plain bond,white paper. Use the Table of Contents of this Project Manual as a format for listing costs of Work by Section. C Round off figures for each listed item to the nearest $100.00 except for the value of one item, if necessary, to make the total price for all items listed in the Schedule of Values equal to the applicable Lump Sum in Section 00300—Bid Proposal. D For Unit Price Contracts, items should include a proportional share of Contractor's overhead and profit, such that the total of all items listed in the Schedule of Values equals the Contract amount. For Stipulated Price Contracts,Mobilization,Bonds,and Insurance may be listed as separate items in the Schedule of Values. 01/2008 01350-2 of 6 CITY OF PEARLAND SUBMITTALS E For Lump Sum equipment items, where Submittals for Testing, Adjusting, and Balancing Reports in conjunction with Operation and Maintenance Data are required, include a separate item for equipment Operation and Maintenance Data Submittals and a separate item for Submittals of equipment Testing, Adjusting, and Balancing Reports, each valued at five (5)percent of the Lump Sum. F Revise the Schedule of Values and resubmit for items affected by contract modifications,Change Orders,and Work Change Directives. Submit revised Schedule of Values 10 days prior to the first Application for Payment after the changes are approved by the Engineer. 1.04 CONSTRUCTION SCHEDULES A Submit Construction Schedules for the Work in accordance with the requirements of this Section. The Construction Schedule Submittal shall be,at a minimum,a bar chart, (computer generated or prepared manually) and a narrative report. B During the Preconstruction Meeting, as noted in Section 01310 - Coordination and Meetings, the Contractor shall provide a sample of the format to be used for the Construction Schedule Submittal. The format is subject to approval by the Engineer. Review of the Submittal will be provided within 7 days of the Submittal of the sample. C Within 7 days of the receipt of approval of the Contractor's format, or 14 days of the Notice to Proceed, whichever is later, the Contractor shall submit a proposed Construction Schedule for review. The Construction Schedule Submittal shall meet the following requirements: 1. The Construction Schedule shall usually include a total of at least 20 but not more than 50 activities. Fewer activities may be accepted,if approved by the Engineer. 2. For Projects with work at different physical locations,each location should be indicated separately within the Construction Schedule. 3. For projects with multiple crafts or significant subcontractor components,these elements should be indicated separately within the Construction Schedule. 4. For Projects with multiple types of tasks within the scope,these types of work should be indicated separately within the Construction Schedule. 5. For Projects with significant major equipment items or materials worth over 25 percent of the Total Contract Price, the Construction Schedule shall indicate dates when these items are to be purchased,when they are to be delivered,and when installed. 6. For Projects where operating plants are involved, each period of work which will require the shut down of any process or operation shall be identified in the Construction Schedule and must be agreed to by the Engineer prior to starting work in the area. 7. A Billing Schedule(tabulation of the estimated monthly billings)for the Work shall be prepared and submitted by the Contractor with the first Construction Schedule. This information is not required in the monthly updates, unless significant changes in Work require re-submittal of the Construction Schedule for review. The total for each month and a cumulative total will be indicated. 01/2008 01350-3 of 6 CITY OF PEARLAND SUBMITTALS These monthly forecasts are only for planning purposes of the Engineer. Monthly payments for actual work completed will be made by the Engineer in accordance with Section 00700 - General Conditions of Agreement. D The Contractor must receive approval of the Engineer for the Construction Schedule and Billing Schedule prior to the first monthly Application for Payment. No payment will be made until these are accepted. E Upon written request from the Engineer, the Contractor shall revise and submit for approval all or any part of the Construction Schedule to reflect changed conditions in the Work or deviations made from the original plan and schedule. F The Contractor's Construction Schedule shall thereafter be updated with the Actual Start and Actual Finish Dates, Percent Complete, and Remaining Duration of each Activity and submitted monthly. The date to be used in updating the monthly Construction Schedule shall be the same Date as is used in the monthly Application for Payment. This monthly update of the Construction Schedule shall be required before the monthly Application for Payment will be processed for payment. G The narrative Construction Schedule Report shall include a description of changes made to the Construction Schedule; Activities Added to the Construction Schedule; Activities Deleted from the Construction Schedule; any other changes made to the Construction Schedule other than the addition of Actual Start Dates and Actual Finish Dates and Remaining Durations. 1.05 SHOP DRAWINGS, PRODUCT DATA,AND SAMPLES A Shop Drawings 1. Submit Shop Drawings for review as required by the Technical Specifications. 2. Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures" shall be placed on each Shop Drawing. 3. The Shop Drawing shall accurately and distinctly present the following: a. Field and erection dimensions clearly identified as such. b. Arrangement and section views. c. Relation to adjacent materials or structure including complete information for making connections between work under this Contract and work under other contracts. d. Kinds of materials and finishes. e. Parts list and descriptions. f. Assembly Shop Drawings of equipment components and accessories showing their respective positions and relationships to the complete equipment package. g. Where necessary for clarity, identify details by reference to sheet numbers and detail numbers, schedule or room numbers as shown on the Plans. 4. Shop Drawing Drawings shall be to scale,and shall be a true representation of the specific equipment or item to be furnished. 01/2008 01350-4 of 6 CITY OF PEARLAND SUBMITTALS B Product Data C"An' 1. Submit Product Data for review when required in individual Technical Specifications. 2. Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures" shall be placed on each data item submitted. 3. Mark each copy to identify applicable products,models, options to be used in this Project. Supplement manufacturers'standard data to provide information unique to this Project, where required by the Technical Specification. 4. For products specified only by reference standard,submit manufacturer,trade name, model or catalog designation, and applicable reference standard. 5. For Approved Products, those designated in the Technical Specifications followed by the words"or approved equal",submit manufacturer,trade name, model or catalog designation, and applicable reference standard. 6. For products proposed as alternates to Approved Products, refer to Section 01630-Product Options and Substitutions, 1.04"Selection Options"and 1.07 "Substitution Procedures". 7. For products that are neither Pre-Approved, Approved, specified only by reference standard, nor proposed as alternates, submit product description, trade name, manufacturer, and supplier. Contractor shall provide additional information upon written request by Engineer or Owner. C Samples 1. Submit samples for review as required by the Technical Specification. (1.*\ 2. Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures", shall be placed on each sample or a firmly attached sheet of paper. 3. Submit the number of samples specified in the Technical Specification;one of which will be retained by the Engineer. 4. Reviewed samples which may be used in the Work are identified in the Technical Specifications. 1.06 OPERATIONS AND MAINTENANCE DATA A When specified in Technical Specification,submit manufacturers'printed instructions for delivery, storage, assembly, installation, start-up, operation, adjusting, finishing, and maintenance. B Contractor's Certification, as described in this Section. 1.02"Submittal Procedures", shall be placed on front page of each document. C Identify conflicts between manufacturers'instructions and Contract Documents. 1.07 MANUFACTURER'S CERTIFICATES A When specified in Technical Specification, submit manufacturers' certificate of compliance for review by Engineer. B Contractor's Certification, as described in this Section, 1.02"Submittal Procedures", shall be placed on front page of the certificate. 01/2008 01350-5 of 6 CITY OF PEARLAND SUBMITTALS C Submit supporting reference data, affidavits, and certifications as appropriate. D Manufacturer's Certificates may be recent or previous test results on material or product, but must be acceptable to Engineer. 1.08 CONSTRUCTION PHOTOGRAPHS A Submit photographs in accordance with Section 01380—Construction Photographs. 1. Prints: Prepare 2 prints of each view and submit 1 print directly to the City's Representative within 7 days of taking photographs. One print shall be retained by the Contractor and made available at all times for reference on the job site. B PRECONSTRUCTION PHOTOGRAPHS: 1. Prior to the commencement of any construction,take digital color photographs on the entire route of the project 2. Photographs: Two prints, color, matte finish; 3 x 5 inch size, mounted on 81/ x 11-inch soft card stock, with left edge binding margin for three hole punch, or in plastic pockets in three-ring notebook. 3. Th photographs shall show: a. Date photographs were taken b. Location of the photograph, house number and street name. (This information may be shown on a chalk board in the photograph by a label on the mountings.) 4. Photographs should show the condition of the following a. Esplanades and boulevards b. Yards (near, side and far side of street) c. Housewalk, sidewalk and driveway; curb d. Area between walk and curb 1) Particular features(yard lights, shrubs, fences, trees, etc.) 2) Landscaping and decorative features. C POST CONSTRUCTION PHOTOGRAPHS 1. On completion of construction, provide photographs of any public or private property which has been repaired or restored and any damage which is or may be the subject of complaints. 1.09 PROJECT RECORD DOCUMENTS A Submit Project Record Documents in accordance with Section 01760—Project Record Documents. 1.10 VIDEO A Submit television video in DVD format as required in individual Technical Specifications. B Transmittal forms for video disks shall be numbered sequentially beginning with TO1, T02, T03, etc. 01/2008 01350-6of6 CITY OF PEARLAND SUBMITTALS 1.11 DESIGN MIXES A When specified, submit design mixes for review. B Contractor's Certification, as described in this Section, 1.02"Submittal Procedures", shall be placed on front page of each design mix. C Mark each design mix to identify proportions,gradations, and additives for each class and type of design mix submitted. Include applicable test results on samples for each mix. D Maintain a copy of approved design mixes at mixing plant. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 01/2008 01350-7 of 6 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS Section 01380 CONSTRUCTION PHOTOGRAPHS 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for construction photographs and submittals. B References Technical Specifications: 1. Section 01100—Summary of Work 2. Section 01350—Submittals 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Construction Photographs under this Section. Include cost in Bid Items for installed Work. 1.03 SUBMITTALS A When required by Section 01100 — Summary of Work, submit photographs in accordance applicable provisions of this Section. (°1"41/4' B Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. C Prepare three(3)prints of each view and submit two (2) prints directly to the Project Manager within seven (7)days of taking photographs. One(1)print shall be retained by the Contractor in the field office at the Project Site and available at all times for reference. D When requested by the Project Manager, the Contractor shall submit extra prints of photographs, for distribution directly to designated parties who will pay the costs for the extra prints directly to the photographer. E When required by individual Sections, submit photographs taken prior to start of the Work to show original Project Site conditions. F When required by Contract Documents, submit photographs with Application for Payment. G When required by individual Sections,submit photographs taken following completion of the Work to show the condition in which the Project Site will be left. H With each submittal,include photographic negatives in protective envelopes,identified by Project Name, Contractor, and date photographs were taken. 01/2008 01380- 1 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 1.04 QUALITY ASSURANCE A Contractor shall be responsible for the timely execution of the photographs, their vantage point, direction of shot, and quality. 2.0 PRODUCTS 2.01 PHOTOGRAPHS A Photographs shall be digital quality and shall be submitted on a CD. B The photographs shall show on a non-elective chalkboard or white board,readable in the photograph: 1. Job number. 2. Date and time photographs were taken. 3. Location of the photograph, house number and street, along with the project number. C Indicate the condition of the following: 1. Esplanades and boulevards. 2. Yards (near side and far side of street). 3. House-walk and sidewalk. 4. Curb. 5. Area between walk and curb. "") 6. Particular features (yard lights, shrubs, fence, trees, etc.). 7. Date shall be on negative. 8. Provide notation of vantage point marked for location and direction of shot on a key plan of the Project Site. D Sufficient number of photographs shall be taken to show the existence or non- existence of cracked concrete and the condition of trees, shrubs and grass. E Identify each photograph with an applied label or rubber stamp on the back with the following information: 1. Name of the Project. 2. Name and address of the photographer(if a professional photographer is used). 3. Name of the Contractor. 4. Date the photograph was taken. 5. Photographs to be in plastic pockets and bound in three -ring notebook for easy access and viewing. 3.0 EXECUTION 3.01 PRECONSTRUCTION PHOTOGRAPHS A Prior to the commencement of the Work, take photographs of the entire route of the ) Project Site. 01/2008 01380-2 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS ( 3.02 POST-CONSTRUCTION PHOTOGRAPHS A Following the completion of the Work,take photographs from corresponding vantage points and direction of shots. 3.03 PROGESS PHOTOGRAPHS A Take photographs at intervals, coinciding with the cutoff date associated with each Application for Payment and submit on CD with monthly Application for Payment. B Select the vantage points for each shot each month to best show the status of construction and progress since the last photographs were taken. Take not less than two (2) shots from the same vantage point creating a time-lapsed sequence. C Follow direction when given by the Project Manager in selecting vantage points. END OF SECTION rb 01/2008 01380-3 of 3 CITY OF PEARLAND REFERENCED STANDARDS Section 01420 REFERENCED STANDARDS 1.0 GENERAL 1.01 SECTION INCLUDES A General quality assurance as related to Reference Standards and a list of references. B References to Technical Specifications: None 1.02 QUALITY ASSURANCE A For Products or workmanship specified by association, trade, or Federal Standards comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B Conform to reference standard by date of issue current on the date as stated in Section 00700—General Conditions of Agreement. C Request clarification from Engineer before proceeding should specified reference standards conflict with Contract Documents. 1.03 SCHEDULE OF REFERENCES AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W. Washington, DC 20001 ACI American Concrete Institute P.O. Box 19150 Reford Station Detroit, MI 48219-0150 AGC Associated General Contractors of America 1957 E Street, N.W. Washington, DC 20006 AI Asphalt Institute Asphalt Institute Building College Park, MD 20740 AITC American Institute of Timber Construction 333 W. Hampden Avenue Englewood, CO 80110 02/2008 01420- 1 of 5 CITY OF PEARLAND REFERENCED STANDARDS AISC American Institute of Steel Construction 400 North Michigan Avenue, Eighth Floor Chicago, IL 60611 AISI American Iron and Steel Institute 1000 16th Street, N.W. Washington, DC 20036 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 APA American Plywood Association Box 11700 Tacoma, WA 98411 API American Petroleum Institute 1220 L Street, N.W. Washington, DC 20005 AREA American Railway Engineering Association 50 F Street, N.W. Washington, DC 20001 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWPA American Wood-Preservers'Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society P.O. Box 35104 Miami, FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 02/2008 01420-2 of 5 CITY OF PEARLAND REFERENCED STANDARDS CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue, N.W. Washington, DC 20036 CRD U.S.A. Corps of Engineers Code of Ordinances City of Pearland 3519 Liberty Drive Pearland, TX 77581 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60173-4758 EJMA Expansion Joint Manufacturers Association 707 Westchester Avenue White Plains, NY 10604 FDA U.S. Food and Drug Administration 5600 Fisher Lane Rockville, MD 20857-0001 FS Federal Standardization Documents General Services Administration,.Specifications Unit(WFSIS) 7th and D Street S.W. Washington, DC 20406 ICEA Insulated Cable Engineer Association P.O. Box 440 S. Yarmouth, MA 02664 IEEE Institute of Electrical and Electronics Engineers 445 Hoes Lane P.O. Box 1331 Piscataway, NJ 0855-1331 MIL Military Specifications General Services Administration, Specifications Unit(WFSIS) 7th and D Street S.W. Washington, DC 20406 NACE National Association of Corrosion Engineers ,I", P. O. Box 986 Katy, TX 77450 02/2008 01420-3 of 5 CITY OF PEARLAND REFERENCED STANDARDS NEMA National Electrical Manufacturers' Association 2101 L Street, N.W., Suite 300 Washington, DC 20037 NFPA National Fire Protection Association Batterymarch Park, P.O. Box 9101 Quincy, MA 02269-9101 OSHA Occupational Safety Health Administration U.S. Department of Labor, Government Printing Office Washington, DC 20402 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077-1083 PCI Prestressed Concrete Institute 201 North Wacker Drive Chicago, IL 60606 SDI Steel Deck Institute Box 9506 Canton, OH 44711 SSPC Steel Structures Painting Council 4400 Fifth Avenue Pittsburgh, PA 15213 TAC Texas Administrative Code TCEQ Texas Commission on Environmental Quality P. O. Box 13087 Austin, TX 78711-3087 TxDOT Texas Department of Transportation 125 East l lth Street Austin, TX 78701-2483 Texas MUTCD Texas Manual on Uniform Traffic Control Devices (2003 Adoption) (published by Texas Department of Transportation) UL Underwriters'Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 UNI-BELL UNI-BELL Pipe Association 2655 Villa Creek Drive, Suite 155 02/2008 01420-4 of 5 CITY OF PEARLAND REFERENCED STANDARDS Dallas, TX 75234 WRI Wire Reinforcement Institute 942 Main Street—Suite 300 Hartford, CT 06103 WWD/PI Water Well Drillers and Pump Installers Advisory Council Texas Department of Licensing and Regulation P.O. Box 12157 Austin, TX 78711 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION Csb 02/2008 01420-5 of 5 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL Section 01430 CONTRACTOR'S QUALITY CONTROL 1.0 GENERAL 1.01 SECTION INCLUDES A Quality assurance and control of installation and manufacturer's field services and reports. B References to Technical Specifications: 1. Section 01350—Submittals 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION A Monitor quality control over suppliers,. manufacturers, products, services, site conditions, and workmanship, to produce the Work of specified quality at no additional cost to the Owner. (11111. B Comply fully with manufacturers' installation instructions, including each step in sequence. C Request clarification from Project Manager before proceeding should manufacturers' instructions conflict with Contract Documents. D Comply with specified Standards as minimum requirements for the Work except when more stringent tolerances,codes,or specified requirements indicate higher standards or more precise workmanship. E Perform work by persons qualified to produce the specified level of workmanship. F Obtain copies of Standards and maintain at Project Site when required by individual Technical Specifications. 1.04 MANUFACTURERS' FIELD SERVICES AND REPORTS A When specified in individual Technical Specifications, provide material or product suppliers' or manufacturers' technical representative to observe site conditions, conditions of surfaces and installation,quality of workmanship,start-up of equipment, operator training, test, adjust, and balance of equipment as applicable, and to initiate (1181'; operation,as required. Conform to minimum time requirements for start-up operations and operator training if defined in Technical Specifications. 02/2008 01430- 1 of 2 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL B At the Project Manager's request, submit qualifications of manufacturer's representative to Project Manager fifteen (15) days in advance of required representative's services. The representative shall be subject to approval of Project Manager. C Manufacturer's representative shall report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers'written instructions. Submit report within one(1)day of observation to Project Manager for review. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01430-2 of 2 CITY OF PEARLAND OBSERVATION SERVICES r1/4, Section 01440 OBSERVATION SERVICES 1.0 GENERAL 1.01 SECTION INCLUDES A Observation services and references. B References to Technical Specifications: 1. Section 01450—Testing Laboratory Services 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 INSPECTION A Project Manager will appoint an Observer as a representative of the Owner to oversee inspections,tests, and other services specified in individual Technical Specifications. B Alternately, Project Manager may appoint, employ, and pay an independent firm to provide additional observation or construction management services as indicated in Section 01450—Testing Laboratory Services. C Reports will be submitted by the independent firm to Project Manager,Engineer, and Contractor, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D Contractor shall assist and cooperate with the Observer;furnish samples of materials, design mix, equipment, tools, and storage. E Contractor shall notify Project Manager 24 hours prior to expected time for operations requiring services. Notify Engineer and independent firm when noted. F Contractor shall sign and acknowledge report for Observer. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION Club% 09/2009 01440- 1 of 1 CITY OF PEARLAND TESTING LABORATORY SERVICES Section 01450 TESTING LABORATORY SERVICES 1.0 GENERAL' 1.01 1.01 SECTION INCLUDES A Testing Laboratory Services and Contractor responsibilities related to those services. B References to Technical Specifications: 1. Section 01350—Submittals C Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 3740, "Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction" b. ASTM E 329, "Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction" 1.02 SELECTION AND PAYMENT rft\ A Owner will select,employ,and pay for services of an independent testing laboratory to perform inspection and testing identified in individual Technical Specifications. B Employment of testing laboratory shall not relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. C Owner or designated representative shall schedule and monitor testing as required to provide timely results and to avoid delay to the Work. D Contractor shall be responsible for paying for services of commercial testing laboratory, with prior approval of Owner, to perform the following: 1. Pipe diameter deflection tests on all flexible and semi-rigid sanitary sewer collection system pipe installation 2. Laboratory services required to establish mix design proposed for use for Portland cement concrete, asphaltic concrete mixtures and other material mixes requiring control by testing laboratory when required because of change in source of materials or other conditions not caused by Owner. 3. Tests required to establish optimum moisture of earth and base materials and to determine required compactive effort to meet density requirements. 4. Cores to test for thickness. 5. Testing and inspection performed for the Contractor's convenience. CH"' 6. Retesting and repetitions of laboratory services when initial tests indicate work does not comply with requirements of Contract Documents. 04/2008 01450- 1 of 3 CITY OF PEARLAND TESTING LABORATORY SERVICES 1.03 LABORATORY REPORTS A The Engineer will receive 1 copy, the Project Manager will receive 2 copies, and the Contractor will receive 2 copies of Laboratory Reports from the testing laboratory. One of the Contractor's copies shall remain at the Project Site for duration of Project. Test results which indicate non-conformance shall be transmitted immediately via fax from the testing laboratory to the Contractor and Project Manager. 1.04 LIMITS ON TESTING LABORATORY AUTHORITY A Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B Laboratory may not approve or accept any portion of the Work. C Laboratory may not assume any duties of Contractor. D Laboratory has no authority to stop the Work. 1.05 CONTRACTOR RESPONSIBILITIES A Notify Project Manager and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. Notify Engineer if specification section requires the presence of the Engineer. B Cooperate with laboratory personnel in collecting samples to be tested or collected on Project Site. C Provide access to the Work and to manufacturer's facilities. D Provide samples to laboratory in advance of their intended use to allow thorough examination and testing. E Provide incidental labor and facilities for access to the Work to be tested;to obtain and handle samples at the site or at source of products to be tested; and to facilitate tests and inspections including storage and curing of test samples. F Arrange with laboratory and pay for: 1. Retesting required for failed tests. 2. Retesting for nonconforming Work. 3. Additional sampling and tests requested by Contractor for his own purposes. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION 04/2008 01450-2 of 3 CITY OF PEARLAND TESTING LABORATORY SERVICES �` 3.01 CONDUCTING TESTING A Laboratory sampling and testing shall conform to ASTM D 3740 and ASTM E 329,as well as other test standards specified in individual Technical Specifications. END OF SECTION (11.6\' 04/2008 01450-3 of 3 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Section 01500 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.01 SECTION INCLUDES A Temporary facilities and the necessary controls for the Work including utilities, telephone, sanitary facilities, field office, storage sheds and building, safety requirements,first aid equipment,fire protection,security measures,protection of the Work and property, access roads and parking, environmental controls, disposal of trash,debris,and excavated material,pest and rodent control,water runoff and erosion control. B References to Technical Specifications: Section 00200—Instructions to Bidders Section 01100— Summary of Work Section 01350—Submittals Section 01566— Source Controls for Erosion & Sedimentation Section 01100—Summary of Work Section 01600—Material &Equipment Section 01570—Trench Safety System Section 01555 —Traffic Control &Regulation Section 01720—Field Surveying Section 01563 —Tree &Plant Protection Section 01564—Control of Ground Water& Surface Water Section 13730- Computer Equipment C Referenced Standards: Occupational Safety and Health Administration(OSHA) National Fire Protection Association(NFPA) Code of Ordinances, City of Pearland, Texas D Definitions: Underground Structures - sewer, water, gas, and other piping, and manholes, chambers, electrical and signal conduits, tunnels, and other existing subsurface installations located within or adjacent to the limits of the Work. C°11.‘ Surface Structures - existing buildings, structures and other constructed installations above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to 12-2-2011 01500- 1 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS buildings, tanks, walls,bridges, roads, dams, channels, open drainage,piping,poles, wires, posts, signs, markers, curbs, walks, guard cables, fencing, and other facilities that are visible above the ground surface. 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CONTRACTOR'S RESPONSIBILITY A The facilities and controls specified in this Section are considered minimum for the Work. The Contractor may provide additional facilities and controls for the proper execution of the Work and to meet Contractor's responsibilities for protection of persons and property. B Comply with applicable requirements specified in other Technical Specifications. Maintain and operate temporary facilities and systems to assure continuous service. Modify and extend systems as Work progress requires. Completely remove temporary materials and equipment when their use is no longer required. Restore existing facilities used for temporary services to specified or to original condition. 1.05 TEMPORARY UTILITIES A Temporary Service Make arrangements with utility service companies for such temporary services as are necessary to construct the work and manage the site. Abide by rules and regulations of the utility service companies or authorities having jurisdiction. Be responsible for utility service costs until the Work is Substantially Complete. Included are fuel,power,light,heat,and other utility services necessary for execution, completion, testing, and initial operation of the Work. B Water Provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices, or for other use as required for proper completion of the Work. 12-2-2011 01500-2 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS For water to be drawn from public water supply, obtain special permit or license and (lab\ meter from the proper City officials. For facilities under construction, establish a water/sewer billing account with City's Utility Billing Department.A deposit based on rates established by latest ordinance will be required. For water drawn from fire hydrants, apply for and receive a construction water meter from City'Public Works Depaitiuent. Identify specific location for construction water meter installation. Once installed,water meter may not be moved without notification of Public Works Department. Install backflow preventer on fire hydrant supply if not included in City provided meter. Provide and maintain an adequate supply of potable water for domestic consumption by Contractor personnel. C Electricity and Lighting 1 Provide temporary electric power service in Contractor's name, as required for the prosecution of the Work, including testing of Work. Provide power for lighting, operation of the Contractor's equipment, or for any other use by Contractor or as necessary to maintain any of Owner's on-going operations as may continue on the site during any scheduled shutdown. Minimum lighting level shall be 5 foot-candles for open areas; 10 foot-candles for stairs and shops. 2 Provide permanent electric power service,in the Contractor's name,to the work or site as and when required by the schedule of the work to achieve Substantial Completion or Partial Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner. D Natural Gas Provide and pay for natural gas service to the work as and when required by the schedule to achieve Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner. E Temporary.Heat and Ventilation Provide temporary heat as necessary for protection or completion of the Work. Provide temporary heat and ventilation to assure safe working conditions; maintain enclosed areas at a minimum of 50 degrees F. F Telephone Provide emergency telephone service at the Project Site for use by Contractor personnel and others performing work or furnishing services. G Sanitary Facilities Provide and maintain sanitary facilities for persons on the Project Site,in compliance with federal, state, and local regulations. Locate toilets on the Project Site near the 12-2-2011 01500-3 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS work and secluded from view insofar as possible. Keep toilets clean and supplied throughout the course of the Work. �} Enforce the use of sanitary facilities by construction personnel at the Project Site. Such facilities shall be enclosed. Pit-type toilets will not be permitted. No discharge will be allowed from these facilities. Collect and store sewage and waste so as not to cause a nuisance or health problem; have sewage and waste hauled off-site and properly disposed in accordance with local regulations. Control areas where sanitary facilities are located in conformance with Section 01566 —Source Controls for Erosion & Sedimentation. 1.06 FIELD OFFICE A Provision of a Field Office and other specific temporary facilities as required in paragraph B below UNLESS otherwise stated in Section 00800 - Special Conditions of the Agreement,or Section 01100—Summary of Work. Provide for transportation,move-in, set-up,tie-down and,when project is complete,removal and move-out. The Contractor shall confirm location of office and other temporary facilities with Owner's Representative at Pre-Construction Meeting prior to delivery and set up. Location of temporary facilities shall be approved by the Owner's Representative by way of the submittal process. B. At a minimum, the Contractor's field office shall provide for, contain or serveto: provide a secured space for project administrative operations, periodic progress ' meetings,on-site storage for project files and plans,office space for CONTRACTOR's i field supervisory personnel and provide a separate securable office space for OWNER's Representative including: meeting table and chairs, a single two drawer filing cabinet, a built-in drawing table and plan holders. Provide electric lighting and HVAC to the mobile office. 1. Field Office shall provide for, at a minimum, a high speed internet connection for use by Owner's Representative or Construction Manager as controlled by Paragraph A above. 1.07 STORAGE OF MATERIALS A Provide for storage of materials under the provisions of Section 01600—Material & Equipment. 1.08 SAFETY REQUIREMENTS A Contractor shall prepare, submit and follow a Safety Program that complies with federal, state, and local safety codes, statutes, and practices. Include in the Safety Program documented response to excavation, embankment, and trench safety requirements as specified in Section 01570—Trench Safety System. B Conduct operations in strict accord with applicable federal,state and local safety codes and statutes and with good construction practice. The Contractor is fully responsible and obligated to establish and maintain procedures for safety of all work, personnel and equipment involved in the Work. 12-2-2011 01500-4 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS C Observe and comply with Texas Occupational Safety Act (Art. 5182a, V.C.S.) and (0°N., with all safety and health standards promulgated by Secretary of Labor under Section 107 of Contract Work Hours and Standards Act, published in OSHA Standards - 29 CFR, Part 1926, and adopted by Secretary of Labor under the Williams-Steiger Occupational Safety and Health Act of 1970, and to any other legislation enacted for safety and health of Contractor employees. Such safety and health standards apply to subcontractors and their employees as well as to the Contractor and its employees. D Observance of and compliance with the regulations shall be solely and without qualification the responsibility of the Contractor without reliance or superintendence of or direction by the Engineer or the Engineer's representative. Immediately advise the Engineer of investigation or inspection by Federal Safety and Health inspectors of the Contractor or subcontractor's work or place of work on the Project Site under this Contract,and after such investigation or inspection,advise the Engineer of the results. Submit one copy of accident reports to Engineer within ten (10) days of occurrence. E - Protect areas occupied by workmen using the best available devices for detection of lethal and combustible gases. Test such devices frequently to assure their functional capability. Constantly observe infiltration of liquids into the Work area for visual or odor evidence of contamination. Take immediate and appropriate steps to seal off entry of contaminated liquids to the Work area. F Safety measures, including but not limited to safety personnel, first-aid equipment, ri\ ' ventilating equipment and safety equipment,in the Plans and Technical Specifications are obligations of the Contractor. G Maintain required coordination with the local Police and Fire Departments during the entire period covered by the Contract. 1.09 FIRST AID EQUIPMENT A Provide a first aid kit throughout the construction period. List telephone numbers for physicians, hospitals, and ambulance services in each first aid kit. B Have at least one person thoroughly trained in first aid procedures present on the Project Site whenever work is in progress. 1.10 FIRE PROTECTION A Fire Protection Standards. Conform to specified fire protection and prevention requirements as well as those that may be established by Federal, State, or local governmental agencies. B. Comply with all applicable provisions of NFPA Standard No. 241, Safeguarding Building Construction and Demolition Operations. C1/4, Provide portable fire extinguishers, rated not less than 2A or 5B in accordance with NFPA Standard No. 10,Portable Fire Extinguishers,for each temporary building,and for every 3000 square feet of floor area of facilities under construction. 12-2-2011 01500-5 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Locate portable fire extinguishers within 50 feet maximum from any point on the Project Site. C. Fire Prevention and Safety Measures. Prohibit smoking in hazardous areas. Post suitable warning signs in areas that are continuously or intermittently hazardous. Use metal safety containers for storage and handling of flammable and combustible liquids. Do not store flammable or combustible liquids in or near stairways or exits. Maintain clear exits from all points within a structure. 1.11 SECURITY MEASURES A Protect all materials, equipment, and property associated with the Work from loss, theft,damage, and vandalism. Contractor's duty to protect property includes Owner's property. B If existing fencing or barriers are breached or removed for purposes of construction, provide and maintain temporary security fencing equal to existing as approved by Owner's Representative. 1.12 PROTECTION OF PUBLIC UTILITIES A Prevent damage to existing public utilities during construction. These utilities are shown on the Plans at their approximate locations. Give owners of these utilities at least 48 hours notice before commencing Work in the area, for locating the utilities during construction,and for making adjustments or relocation of the utilities when they conflict with the proposed Work. 1.13 PROTECTION OF PEOPLE AND PROPERTY A Preventive Actions. Take precautions, provide programs, and take actions necessary to protect the Work and public and private property from damage. Take action to prevent damage, injury or loss, including, but not limited to, the following: a. Store apparatus,materials,supplies,and equipment in an orderly, safe manner that will not unduly interfere with progress of the Work or the Work of any other contractor, any utility service company, or the Owner's operations. b. Provide suitable storage for materials that are subject to damage by exposure to weather, theft,breakage, or otherwise. c. Place upon the Work or any part thereof only such loads as are ...� consistent with the safety of that portion of the Work. d. Frequently clean up refuse,rubbish,scrap materials,and debris caused by construction operations, keeping the Work safe and orderly. 12-2-2011 01500-6 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS e. Provide safe barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways, and other hazardous areas. Obtain written consent from proper parties before entering or occupying with workers, tools,materials or equipment,privately owned land except on easements provided for construction. Assume full responsibility for the preservation of public and private property on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect, or misconduct in execution of the Work by the Contractor, it shall be restored by the Contractor to a condition equal to or better than that existing before the damage was done. B Barricades and Warning Signals. Where Work is performed on or adjacent to any roadway, right-of-way, or public place, furnish and erect barricades, fences, lights, warning signs, and danger signals; provide watchmen;and take other precautionary measures for the protection of persons or property and protection of the Work.Conform to Section 01555—Traffic Control& Regulation. C Preserving Control Points Maintain permanent benchmarks,public or private elevation or property demarcation Cs"'\ and control monumentation, or other reference points. Unless otherwise directed in writing, replace at no cost to the Owner, those monuments,property corners or other permanent demarcations that are damaged or destroyed in accordance with Section 01720—Field Surveying. D Tree and Plant Protection. Protect trees, shrubs, lawns, outside of grading limits and within the grading limits as designated on the Plans,and in accordance with requirements of Section 01563—Tree &Plant Protection. E Protection of Underground and Surface Structures Known underground structures, including water, sewer, electric, and telephone services are shown on the Plans in accordance with the best information available,but is not guaranteed to be correct or complete. Contractor is responsible for making Locate Calls. Explore ahead of trenching and excavation work and uncover obstructing underground structures sufficiently to determine their location, to prevent damage to them and to prevent interruption of utility services. Restore to original condition damages to underground structure at no additional cost to the Owner. Immediately notify the agency or company owning any existing utility which is damaged,broken,or disturbed. Obtain approval from the Engineer and agency for any repairs or relocations, either temporary or permanent. 12-2-2011 01500-7of10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Necessary changes in location of the Work may be made by the Engineer to avoid unanticipated underground structures. If permanent relocation of an underground structure or other subsurface installations is required and not otherwise provided for in the Contract Documents,the Engineer will direct Contractor in writing to perform the Work, which shall be paid for under the provisions for changes in the Contract Price as described in Section 00700—General Conditions of Agreement. Support in place and protect from direct or indirect injury to underground and surface structures located within or adjacent to the limits of the Work. Install such supports carefully and as required by the party owning or controlling such structure. Before installing structure supports,Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the owner of the structure. Avoid moving or in any way changing the property of public utilities or private service corporations without prior written consent of a responsible official of that service or public utility. Representatives of these utilities reserve the right to enter within the limits of this project for the purpose of maintaining their properties,or of making such changes or repairs to their property that may be considered necessary by performance of this Contract. Notify the owners and/or operators of utilities and pipelines of the nature of construction operations to be performed and the date or dates on which those operations will be performed. When construction operations are required in the immediate vicinity of existing structures,pipelines,or utilities,give a minimum of five (5)working days advance notice. Probe and flag the location of underground utilities prior to commencement of excavation. Keep flags in place until construction operations reach and uncover the utility. Assume risks attending the presence or proximity of underground and surface structures within or adjacent to the limits to the Work including but not limited to damage and expense for direct or indirect injury caused by the Work to any structure. Immediately repair damage caused, to the satisfaction of the owner of the damaged structure. 1.14 PROTECTION OF THE WORK Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed,prior to completion of the Work. Control traffic to prevent damage to equipment, materials, and surfaces. 1.15 ROADS AND PARKING A Prevent interference with traffic and Owner operations on existing roads. B Minimize use of existing streets and driveways by construction traffic. C Control traffic to prevent damage to equipment, materials, and surfaces. 12-2-2011 01500-8 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS D Construct and maintain temporary detours, ramps, and roads to provide for normal (ow, public traffic flow when use of public roads or streets is closed by necessities of the Work. E Provide mats or other means to prevent overloading or damage to existing roadways from tracked equipment or exceptionally large or heavy trucks or equipment F Designate temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. Locate as approved by Engineer. G Do not allow heavy vehicles or construction equipment unnecessarily in existing parking areas. 1.16 ENVIRONMENTAL CONTROLS A Provide and maintain methods, equipment, and temporary construction as necessary for controls over environmental conditions at the construction site and adjacent areas. B Comply with statutes,regulations,and ordinances which relate to the proposed Work for the prevention of environmental pollution and preservation of natural resources, including but not limited to the National Environmental Policy Act of 1969, PL 91- 190, Executive Order 11514. ' C Provide, install and maintain storm water runoff control including but not limited to temporary entrance, silt fencing, etc. as specified in Contract Documents. D Recognize and adhere to the environmental requirements of the Project. Disturbed areas shall be strictly limited to boundaries established by the Contract Documents. Burning-of rubbish, debris or waste materials is not permitted. 1.17 POLLUTION CONTROL A Provide methods,means,and facilities required to prevent contamination of soil,water or atmosphere by discharge of noxious substances from construction operations. B Provide equipment and personnel to perform emergency measures required to contain any spillage,and to remove contaminated soils or liquids. Excavate and dispose of any contaminated earth off-site, and replace with suitable compacted fill and topsoil. C Take special measures to prevent harmful substances from entering receiving streams or storm water conveyance systems in conformance with TPDES requirements and Section 01566—Source Controls for Erosion & Sedimentation. D Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into the atmosphere. 12-2-2011 01500-9 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS E Use equipment during construction that conforms to current federal, state, and local laws and regulations. 1.18 PEST AND RODENT CONTROL A Provide rodent and pest control as necessary to prevent infestation of Project Site. B Employ methods and use materials which will not adversely affect conditions at the Project Site or adjoining properties. 1.19 NOISE CONTROL A Provide vehicles, equipment, and construction activities that minimize noise to the greatest degree practicable. Noise levels shall conform to OSHA Standards- 29 CFR and in no case will noise levels be permitted which create a nuisance in the surrounding neighborhoods. B Conduct construction operations during daylight hours from 7:30 a.m. to 6:00 p.m. except as approved by Engineer. C Comply with Chapter 19 NOISE, Codes of Ordinances, City of Pearland, Texas. 1.20 DUST CONTROL A Control objectionable dust caused by operation of vehicles and equipment under the provisions of Section 01566—Source Controls for Erosion & Sedimentation. 1.21 WATER RUNOFF AND EROSION CONTROL A Provide methods to control surface water,runoff,subsurface water,and water pumped from excavations and structures to prevent damage to the Work, the Project Site, or adjoining properties in accordance with Section 01564—Control of Ground Water& Surface Water and Section 01566—Source Controls for Erosion & Sedimentation. B Inspect earthwork periodically to detect any evidence of the start of erosion. Apply corrective measures as required to control erosion. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 12-2-2011 01500- 10 of 10 CITY OF PEARLAND MOBILIZATION Section 01505 MOBILIZATION 1.0 GENERAL 1.01 SECTION INCLUDES A Mobilization of construction equipment and facilities onto the Work. B Referenced Standards: 1. Texas Department of Transportation (TxDOT) 2. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD) 1.02 MEASUREMENT AND PAYMENT A. Payment for Mobilization is on a Lump Sum basis and shall not exceed three percent (3%) of the total bid price. B. Payment for 50% of the Mobilization lump sum bid item may be included in the first monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable: 1. Schedule of Values (Section 01350—Submittals) 2. Trench Safety Program(Section 01570—Trench Safety System) 3. Construction Schedule (Section 01350—Submittals) 4. Pre-construction Photographs (Section 01380—Construction Photographs) 5. Installation and acceptance of Project Identification Sign(s) (Section 01580—Project Identification Signs) 6. Installation and acceptance of Field Office (Section 01500—Temporary Facilities and Controls) 7. Installation and acceptance of TPDES requirements (Section 01565 - TPDES Requirements) C. Payment for 25% of the Mobilization lump sum bid item maybe included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable: 1. Installation of High Speed Internet Access (Section 01500—Temporary Facilities and Controls) 2. Laptop Computer(Section 00800— Special Conditions of Agreement) D. Payment for 15% of the Mobilization lump sum bid item maybe included in the third monthly Application for Payment. E. Payment for the remaining 10% of the Mobilization lump sum bid item may be 'included in the fourth monthly Application for Payment. 09/2012 01505- 1 of 1 CITY OF PEARLAND MOBILIZATION G. Mobilization payments will be subject to Retainage as stipulated in Section 00700 General Conditions of Agreement. 2.0 PRODUCTS 2.01 PROJECT IDENTIFICATION SIGNS A. Provide specified number of project identification sign(s) per Section 01580. The name, address and contact information of the general contractor for the project shall be shown on the sign per Section 01580 and the attached exhibit. 3.0 EXECUTION 3.01 PLACEMENT OF PROJECT IDENTIFICATION SIGNS A. Place a Project Identification Sign as described in Section 01580,part 1.03, D visible to passing traffic or as directed by Engineer. END OF SECTION 09/2012 01505 - 1 of 1 CITY OF PEARLAND WASTE MATERIAL DISPOSAL Section 01562 C°.h\' WASTE MATERIAL DISPOSAL 1.0 GENERAL 1.01 SECTION INCLUDES A Disposal of waste material and salvageable material. B References to Technical Specifications: 1. Section 01350-Submittals 2. Section 01566—Source Controls for Erosion & Sedimentation 3. Section 01600—Materials &Equipment 1.02 MEASUREMENT AND PAYMENT. A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Obtain and submit applicable permits for proposed disposal sites. C Submit a Waste Material Disposal Plan. D Submit a copy of written permission from property owners,along with a description of the property,prior to disposal of excess material adjacent to the Project Site. Submit a written and signed release from property owner upon completion of disposal work. City of Pearland requires individual fill placement permits for all fill placed within the City limits. 1.04 WASTE MATERIAL DISPOSAL PLAN A Contractor shall formulate and implement a plan for the collection and disposal of waste materials on the Project Site which includes the following information: 1. I Schedule for collection and inspection. 2. 'Location of trash and waste receptacles. 3. Provisions for liquid waste and potential water pollutants material. B The plan shall comply with applicable federal, state, and local health and safety regulations and Section 01566—Source Controls for Erosion & Sedimentation. 2.0 PRODUCTS - NotUsed 07/2006 01562- 1 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL 3.0 EXECUTION 3.01 SALVAGEABLE MATERIAL A Excavated material: When indicated on Plans, load, haul, and deposit excavated material at a location or locations outside the limits of Project Site. B Base, surface, and bedding material: Deliver gravel, asphaltic, or other base and surfacing material designated for salvage to the location designated by the Engineer. C Pipe culvert: Deliver culverts designated for salvage to Owner's storage area. D Other salvageable materials: Conform to requirements of individual Technical Specifications. E Coordinate delivery of salvageable material with Engineer. F When temporary, on-site storage of salvaged materials is required, comply with applicable provisions of Section 01600—Materials &Equipment. 3.02 SEDIMENT DISPOSAL A Remove sediment deposits and dispose of them at the designated spoil site for the Project. If a spoil site is not designated on the Plans, dispose of sediment off site at a location not in or adjacent to a stream or floodplain. B Off-site disposal is the responsibility of the Contractor. C Sediment to be placed at the Project Site should be spread evenly throughout the designated area,compacted and stabilized. Sediment shall not be allowed to flush into a stream or drainage way. D If sediment has been contaminated,it shall be disposed of in accordance with existing federal, state, and local rules and regulations. 3.03 EXCESS MATERIAL, WASTE, AND EQUIPMENT A Vegetation,rubble,broken concrete,debris,asphaltic concrete pavement,excess soil, and other materials not designated for salvage,shall become the property of Contractor and shall be removed from the Project Site and legally disposed of. B Dispose of removed equipment,materials,waste and debris in a manner conforming to applicable laws and regulations C Excess soil may be deposited on private property adjacent to the Project Site when written permission is obtained from property owner under the provisions of this Section, 1.03D. 07/2006 01562-2 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL D Verify the flood plain status of any proposed disposal site. Do not dispose of excavated materials in an area designated as within the 100-year Flood Hazard Area. E Waste materials shall be removed from the site on a daily basis, such that the site is maintained in a neat and orderly condition. F No materials shall be disposed in a manner to damage the Owner in any way. END OF SECTION (01**\ 07/2006 01562-3 of 3 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS Section 01580 PROJECT IDENTIFICATION SIGNS 1.0 GENERAL 1.01 SECTION INCLUDES A Project identification sign description. B. Installation. C. Maintenance and removal. 1.02 UNIT PRICES A. No separate payment will be made for design, fabrication, installation, and maintenance of project identification signs under this Section. Include cost of work performed under this Section in the pay item for Section 01505 - Mobilization. B. If changes to project identification signs are requested by the City.Engineer to keep them current,payment will be made by change order. C. Skid-mounted signs shall be relocated as directed by the City Engineer at no additional cost to the City. Post-mounted signs shall be relocated once, if directed in writing by the City Engineer, at no additional cost to the City. If a post-mounted sign is relocated more than once at the written direction of the City Engineer, payment will be made by change order. 1.03 SYSTEM DESCRIPTION A. Sign Construction: Project identification signs shall be constructed of new materials and painted new for the project. Construct post-mounted signs as shown on Construction Sign Details. B. Appearance: Project identification signs shall be maintained to present a clean and neat look throughout the project duration. C. Sign Manufacturer/Maker: Experienced as a professional sign company. D. Sign Placement: Place signs at locations as directed by the City Engineer. The City Engineer will provide sign placement instructions at the Pre-construction Meeting. 1. A linear project is one involving paving, overlay, sewer lines, storm drainage, or water mains that run in the right-of-way over a distance. A 10/2014 01580-1 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS linear project requires a project identification sign at each end of the construction site. 2. Single Site or Building Projects: Provide one project identification sign. 3. Multiple Sites: Provide one project identification sign at each site. 4. Sign Relocation: As work progresses at each site, it may be necessary to move and relocate project identification signs. Relocate signs as directed in writing by the City Engineer. E. Alternate Skid-mounted Sign Construction: Post-mounted signs are preferred,but skid-mounted signs are allowed, especially for projects with noncontiguous locations where work progresses from one location to another. The skid structure shall be designed so that the sign will withstand a 60-mile-per-hour wind load directly to the face or back of the sign. Use stakes, straps, or ballast. Approval of the use of skid-mounted signs shall not release the Contractor from responsibility of maintaining a project identification sign on the project site and shall not make the City responsible for the security of such signs. 1.04 SUBMITTALS A. Submit shop drawings under provisions of Section 01350 - Submittal Procedures. B. Show content, layout, lettering style, lettering size, and colors. Make sign and lettering to scale, clearly indicating condensed lettering, if used. 2.0 PRODUCTS 2.01 SIGN MATERIALS A. Structure and Framing: All sign materials shall be new. 1. Sign Posts: Use 4-inch by 4-inch treated wood posts, sized to fix top of sign at 6 FEET ABOVE GROUND. 2. Sign Supports and Skid Bracing: 2-inch by 4-inch wood framing material. 3. Skid Members: 2-inch by 6-inch wood framing material. 4. Fasteners: a. Use galvanized steel fasteners. b. Use 3/8-inch by 5-1/2-inch button head carriage bolts to attach sign to posts. Secure with nuts and flat head washers at locations as recommended by Sign Manufacturer. c. Cover button heads with white reflective film or paint to match sign background B. Sign and Sign Header: Use medium density overlaid marine plywood, minimum 1/2-inch thick. Use full-size 4-foot by 8-foot sheets for sign and a single piece for header to minimize joints; do not piece wood to fabricate a sign face. C. Paint and Primers: White paint used to prime surfaces and to resist weathering shall be an industrial grade,fast-drying,oil-based paint with gloss finish. Paint structural 10/2014 01580-2 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS and framing members white on all sides and edges to resist weathering. Paint sign and sign header material white on all sides and edges to resist weathering. Paint all sign surfaces with this weather-protective paint prior to adding any sign paint or adhesive applications. D. Colors: Follow criteria established by attached Exhibit 3.0 EXECUTION 3.01 INSTALLATION A. Install project identification signs within 10 calendar days after Date of Commencement. B. Erect signs where designated by the City Engineer at the Pre-construction Meeting or as described in part 1.03 of this Section. Position the sign in such a manner as to be fully visible and readable to the general public. C. Erect sign level and plumb. D. If mounted on posts,sink posts a minimum of 30 inches below grade in 10-inch diameter posthole. Stabilize posts with sharp sand or concrete to minimize lateral motion. Leave a minimum of 8 feet of post above existing grade for mounting of the sign and header. E. Erect sign so that the top edge of the sign, is no higher than 6 feet above existing grade. 3.02 MAINTENANCE AND REMOVAL A. Keep signs and supports clean. Repair deterioration and damage. B. Remove signs, framing, supports, and foundations to a depth of 2 feet upon completion of Project. Restore the area to a condition equal to or better than before construction. END OF SECTION 10/2014 01580-3 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS PROJECT IDENTIFICATION SIGN EXHIBIT xrst Xmrtresson' BIASMAt ' T0,1PROJECT NAME LOCATED HERE ' r 3 J I MIER "�\�`—�/ PROJECT NO. 12345678 Capital Improvement CITY OF PEARLAND . stgnage Layout CAPITAL PROJECT PROJECT SCHEDULE:MONTH/YEAR I ADDRESS Various MAYOR TOM REID BUDGET: $DOLLAR AMOUNT ar+m TE COUNCIL. Pearland,TexasPOSITIONI:iONYCAR00NE ENGINEER/ARCHITECT: :COUNCIL POSITION 2:SCOTT SHERMAN oA:[ october2o14 COUNCIL POSmON3:GARY'MOORE NAME GOES HERE FILEEEVE MAYOR PRO TEM:RQTHORDINEAUX , capital improvement :WI COUNCIL POSITION 5:GREG MU. CONTRACTOR: k 4xii blank template 51 i October 2014 pi MT MANAGER CLAY PEARSON CONTRACTOR NAME GOES HERE I - ----- DEPUTY CITY MANAGER:JON REANSON , -.E.1ITs3 Tu.t'rWrnc ASST CITY MANAGER:TRENTEPPERSON . pearlandtx.govldepartments/engineering-capital-projects/projects I r;ar,.3avaliimrncnrr.;rl5:n.:a 1 ( F;'-''- , SEIN:.M+15RIFT tT6tai SEATiEADYE3 ..._ ._.v...__ i iSrn'?1.IIQi&'ie.[6SPAFv.fn44;pP.'uTJ1E SPECIAL NOTE:CONTACT CITY SECRETARY FOR CURRENT COUNCIL NAMES I MSTCPiESX4 3SL7ES'GNNC 1 I 120 VOLT ELECTRICAL SERVICE l '''....) SINGLE SIDE MDO MARINE GRADE PLYWOOD FINISHED WITH ALKYD ENAMEL GLOSS WHITE i CLIENT ICI PROVIDE ALL PRIERRY COMPUTER CUT VINYL AND DIGITAL PRINT 5 YEAR LIFE MINIMUM MATERIALS 1 EUN[Fc'RICAL SSOTHERWLSESPPETO Ci E Sa" i INSTALL ON TWO 4"X4"TREATED POSTS,MIN.DEPTH IS 24",OR SKID MOUNTED AS SITE REQ'D.. I CLIENT APPROVAL t i I 10/2014 01580-4 CITY OF PEARLAND MATERIAL AND EQUIPMENT Section 01600 cub% MATERIAL AND EQUIPMENT 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for transportation, delivery, handling, and storage of materials and equipment. B References to Technical Specifications: 1. Section 01566—Source Controls for Erosion & Sedimentation 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this work is a component. 1.03 PRODUCTS A Products: Means material,equipment,or systems forming the Work. Does not include machinery and equipment used for preparation,fabrication,conveying and erection of the Work. Products may also include existing materials or components designated for reuse. B Do not reuse materials and equipment,designated to be removed, except as specified by the Contract Documents. C Provide equipment and components from the fewest number of manufacturers as is practical, in order to simplify spare parts inventory and to allow for maximum interchangeability of components. For multiple components of the same size,type or application, use the same make and model of component throughout the Work. 1.04 TRANSPORTATION A Make arrangements for transportation, delivery, and handling of equipment and materials required for timely completion of the Work. B Transport and handle products in accordance with instructions. C Consign and address shipping documents to the proper party giving name of Project, street number, and City. Shipments shall be delivered to the Contractor. 1.05 DELIVERY A Arrange deliveries of products to accommodate the Construction Schedule and in ample time to facilitate inspection prior to installation. Avoid deliveries that cause lengthy storage or overburden of limited storage space. 07/2006 01600- 1 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT B Coordinate deliveries to avoid conflict with Work and conditions at the Project Site and to accommodate the following: 1. Work of other contractors or the Owner. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. Owner's use of premises. C Have products delivered to the Project Site in manufacturer's original, unopened, labeled containers. D Immediately upon delivery, inspect shipment to assure: 1. Product complies with requirements of Contract Documents. 2. Quantities are correct. 3. Containers and packages are intact; labels are legible. 4. Products are properly protected and undamaged. 1.06 PRODUCT HANDLING A Coordinate the off-loading of materials and equipment delivered to the Project Site. If necessary to move stored materials and equipment during construction, Contractor shall relocate materials and equipment at no additional cost to the Owner. B Provide equipment and personnel necessary to handle products, including those provided by the Owner, by methods to prevent damage to products or packaging. C Provide additional protection during handling as necessary to prevent breaking scraping, marring, or otherwise damaging products or surrounding areas. D Handle products by methods to prevent over bending or overstressing. E Lift heavy components only at designated lifting points. F Handle materials and equipment in accordance with Manufacturer's recommendations. G Do not drop, roll, or skid products off delivery vehicles. Hand carry or use suitable materials handling equipment. 1.07 STORAGE OF MATERIAL A Store and protect materials in accordance with manufacturer's recommendations and requirements of these Technical Specifications. Control storage of potential water pollutants in conformance with Section 01566 — Source Controls for Erosion & Sedimentation. B Make necessary provisions for safe storage of materials and equipment. Place loose soil materials,and materials to be incorporated into the Work to prevent damage to any part of the Work or existing facilities and to maintain free access at all times to all parts of the Work and to utility service company installations in the vicinity of the Work. 07/2006 01600-2 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT C Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants, and occupants. Arrange storage in a manner to provide easy access for inspection. D Provide adequately ventilated, watertight storage facilities with floor above ground level for materials and equipment susceptible to weather damage. E Restrict storage to areas available on the construction site for storage of material and equipment as shown on Plans or approved by the Project Manager. F Provide off-site storage and protection when on-site storage is not adequate. G Do not use lawns, grass plots, or other private property for storage purposes without written permission of the owner or other person in possession or control of such premises. Damage to lawns,sidewalks,streets or other improvements shall be repaired or replaced to the satisfaction of the Project Manager. H Protect stored materials and equipment against loss or damage. I Store materials in manufacturers' unopened containers. J Materials delivered and stored along the line of the Work shall be not closer than 3 feet �`'� to any fire hydrant. Public and private drives and street crossings shall be kept open. 1, K The total length which materials may be distributed along the route of construction at any one time is 1000 lineal feet, unless otherwise approved in writing by the Project Manager. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01600-3 of 3 CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS Section 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 1.0 GENERAL 1.01 SECTION INCLUDES A Options for making product or process selections. B Procedures for proposing equivalent construction products or processes,including pre- approved, and approved products or processes C References to Technical Specifications: 1. Section 01350—.Submittals 1.02 SUBMITTALS A Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. 1.03 DEFINITIONS A Product: Means,materials,equipment,or systems incorporated into the Work.Product does not include machinery and equipment used for production,fabrication,conveying, and erection of the Work. Products may also include existing materials or components designated for re-use. B Process: Any proprietary system or method for installing system components resulting in an integral, functioning part of the Work. For this Section, the word Product includes Processes. 1.04 SELECTION OPTIONS A Pre-approved Products: Products of certain manufacturers or suppliers are designated in the Technical Specifications as"pre-approved". Products of other manufacturers or suppliers will not be acceptable under this Contract and will not be considered under the submittal process for approving alternate products. B Approved Products: Products of certain manufacturers or suppliers designated in the Technical Specifications followed by the words "or approved equal". Approval of alternate products not listed in the Technical Specifications may be obtained through provisions of this Section and Section 01350—Submittals. The procedure for approval of alternate products is not applicable to Pre-approved Products. C Product Compatibility: To the maximum extent possible,provide products that are of (10h, the same type or function from a single manufacturer, make, or source. Where more than one choice is available as a Contractor's option, select a product which is compatible with other products already selected, specified, or in use by the Owner. 07/2006 01630- 1 of 3 CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS 1.05 CONTRACTOR'S RESPONSIBILITY A Furnish information the Engineer deems necessary to judge equivalency of the alternate product. B Pay for laboratory testing as well as any other review or examination cost needed to establish the equivalency between products which enables the Engineer to make such a judgment. C If the Engineer determines that an alternate product is not equivalent to that named in the Technical Specifications,the Contractor shall furnish one of the specified products. 1.06 ENGINEER'S REVIEW A Alternate products may be used only if approved in writing by the Engineer. The Engineer's determination regarding acceptance of a proposed alternate product is final. B Alternate products will be accepted if the product is judged by the Engineer to be equivalent to the specified product or to offer substantial benefit to the Owner. C The Owner retains the right to accept any product deemed advantageous to the Owner, and similarly, to reject any product deemed not beneficial to the Owner. 1.07 SUBSTITUTION PROCEDURE A Collect and assemble technical information applicable to the proposed product to aid in determining equivalency as related to the Approved Product specified. B Submit a written request for a product to be considered as an alternate product along with the product information within fourteen(14)days after the Effective Date of the Agreement. C After the submittal period has expired, requests for alternate products will be considered only when a specified product becomes unavailable because of conditions beyond the Contractor's control. D Submit 5 copies of each request for alternate product approval. Include the following information: 1. Complete data substantiating compliance of proposed substitution with Contract Documents. 2. For products: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature with product description, performance and test data, and reference standards. c. Samples, as applicable. d. Name and address of similar projects on which product was used and date of installation. Include the name of the Owner, Architect/Engineer, and installing contractor. 07/2006 01630-2 of 3 CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS 3. For construction methods: a. Detailed description of proposed method. b. Shop Drawings illustrating methods. 4. Itemized comparison of proposed substitution with product or method specified. 5. Data relating to changes in Construction Schedule 6. Relationship to separate contracts, if any. 7. Accurate cost data on proposed substitution in comparison with product or method specified. 8. Other information requested by the Engineer. E Approved alternate products will be subject to the same review process as the specified product would have been for Shop Drawings, Product Data, and Samples. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01630-3 of 3 CITY OF PEARLAND PROJECT RECORD DOCUMENTS Section 01760 PROJECT RECORD DOCUMENTS 1.0 GENERAL 1.01 SECTION INCLUDES A Maintenance and Submittal of Record Documents and Samples. B References to Technical Specifications: 1. Section 01350—Submittals 2. Section 01770—Contract Closeout 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. Cii"\ 1.04 MAINTENANCE OF DOCUMENTS AND SAMPLES A Maintain one copy of Record Documents at the Project Site in accordance with Section 00700 — General Conditions of Agreement, 3.02 "Keeping Plans and Specifications Accessible". B Store Record Documents and Samples in field office if a field office is required by Contract Documents, or in a secure location. Provide files,racks, and secure storage for Record Documents and Samples. C Label each document "PROJECT RECORD" in neat, large, printed letters. D Maintain Record Documents in a clean,dry,and legible condition. Do not use Record Documents for construction purposes. E Keep Record Documents and Samples available for inspection by Engineer. 1.05 RECORDING A Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B Plans, Change Orders, and Shop Drawings: Legibly mark each item to record all actual construction, or "as built" conditions, including: 1. Measured horizontal locations and elevations of underground utilities and appurtenances, referenced to permanent surface improvements. 07/2006 01760- 1 of 2 CITY OF PEARLAND PROJECT RECORD DOCUMENTS 2. Elevations of underground utilities referenced to bench marks utilized for the Work. 3. Field changes of dimension and detail. 4. Changes made by modifications. 5. Details not on original Plans. 6. References to related Shop Drawings and Modifications. C Record information with a red pen or pencil on a set of drawings indicated as the Record Document Set, provided by Engineer. 2.0 PRODUCTS - Not Used 3.0 EXECUTION A Deliver Record Documents and Samples to Owner in accordance with Section 01770— Contract Closeout. END OF SECTION 07/2006 01760-2 of 2 CITY OF PEARLAND CONTRACT CLOSEOUT �` Section 01770 CONTRACT CLOSEOUT 1.0 GENERAL 1.01 SECTION INCLUDES A Closeout procedures including final submittals such as operation and maintenance data, warranties, and spare parts and maintenance materials. B References to Technical Specifications: 1. Section 01350—Submittals 2. Section 01760—Project Record Documents 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CLOSEOUT PROCEDURES A Comply with Section 00700 — General Conditions of Agreement regarding Final Completion and Final Payment when Work is complete and ready for Engineer's final inspection. B Provide Record Documents under provisions of Section 01760 — Project Record Documents. C Complete or correct items on punch list,with no new items added. Any new items will be addressed during warranty period. D The Owner will occupy portions of the Work as specifiedin Section 00700—General Conditions of Agreement. E Contractor shall request Final Inspection at least two weeks prior to Final Acceptance. 1.05 FINAL CLEANING A Execute final cleaning prior to final inspection. B Clean debris from drainage systems. (01bN, C Clean Project Site; sweeppaved areas,rake clean landscaped surfaces. P 09/2009 01770- 1 of 2 CITY OF PEARLAND CONTRACT CLOSEOUT D Remove waste and surplus materials, rubbish, and temporary construction facilities from the Project Site following the final test of utilities and completion of the Work. 1.06 OPERATION AND MAINTENANCE DATA A Submit Operations and Maintenance data under provisions of Section 01350 — Submittals. 1.07 WARRANTIES A Provide one original of each warranty from Subcontractors, Suppliers, and Manufacturers. B Provide Table of Contents and assemble warranties in 3-ring/D binder with durable plastic cover. C Submit warranties prior to Final Application for Payment. 1. Warranties shall commence in accordance with the requirements of Section 00700—General Conditions of Agreement, 1.09 "Substantially Completed". 2.0 PRODUCTS - Not Used 3.0 EXECUTION Contractor shall diligently pursue completion of the items and activities contained in the Contract Close Out and Project Record Document sections of the project manual. Notwithstanding any performance of warranty work,the work of Contract Closeout shall be complete within thirty (30) days of the date of Final Completion and Acceptance of the work. END OF SECTION 09/2009 01770-2 of 2 CITY OF PEARLAND SITE PREPARATION Section 02200 SITE PREPARATION 1.0 GENERAL 1.01 SECTION INCLUDES A Removal of topsoil, stripping and stockpiling, clearing and grubbing. B Removal and disposal of waste materials, excess materials, debris and trash. C Removal of obstructions. D Excavation and fill. E Salvaging of designated item. F References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 01450—Testing Laboratory Services 4. Section 01500—Temporary Facilities and Controls 5. Section 02255 —Bedding, Backfill and Embankment Material (°°\' 6. Section 02330—Embankment 7. Section 01140-Contractor's Use of Premises G Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. B If Site Preparation is included as a Bid Item,measurement will be based on the Units shown in Section 00300 — Bid Proposal and in accordance with Section 01200 — Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. rb\ B Submit embankment material sources and product quality information in accordance this Section. 07/2006 02200- 1 of 4 CITY OF PEARLAND SITE PREPARATION 1.04 TESTING A Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the provisions of Section 01450 — Testing Laboratory Services and as specified in this Section. 1.05 PROTECTION OF PEOPLE AND PROPERTY A Contractor shall conduct all construction operations under this Contract in conformance with the practices described in Section 01500—Temporary Facilities and Controls. 2.0 PRODUCTS 2.01 MATERIALS A Contractor shall provide materials used as embedment, backfill, back-dressing, and embankment identified on the Plans in accordance with Section 02255 — Bedding, Backfill and Embankment Material. 3.0 EXECUTION 3.01 CLEARING AND GRUBBING. A Clear Project Site of trees,shrubs, and other vegetation,except for those designated by Owner to be left standing. B Use only hand methods for grubbing inside drip line of trees designated to remain. C Completely remove stumps,roots,and other debris protruding through ground surface. 1. On areas required for roadway, channel, or structural excavation, remove stumps, 2" diameter or larger limbs and roots, to depth of 2 feet below lower elevation of excavation. 2. On areas required for embankment construction, remove 2" diameter limbs, stumps and roots to depth of 2 feet below ground surface 3. Trees and stumps may be cut off as close to natural ground as practicable on areas which are to be covered by at least 3 feet of embankment D Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding 6 inches loose depth, and thoroughly compact to density equal to adjacent original ground. E Complete operations by bulldozing,blading, and grading so that prepared area is free of holes,unplanned ditches, abrupt changes in elevations and irregular contours, and preserve drainage of area. 1. Blade entire area to prevent ponding of water and to provide drainage, except in areas to be immediately excavated 07/2006 02200-2 of 4 CITY OF PEARLAND SITE PREPARATION 3.02 TOPSOIL STRIPPING AND STOCKPILING A Obtain approval of topsoil quality before excavating and stockpiling. B Excavate topsoil for esplanades and areas to receive grass or landscaping from areas to be further excavated. C Topsoil Stripping: 1. Remove growths of grass from areas before stripping. 2. Topsoil is defined as surface soil found of depth of not less than 4 inches. 3. Strip topsoil to depths encountered. 4. Perform stripping in a manner to prevent intermingling of topsoil with underlying sterile subsoil and remove objectionable materials,including clay lumps, stones over 2 in. in diameter, weeds, roots, leaves, and debris. 5. Where trees are designated by Owner to be left standing,stop topsoil stripping at extreme limits of tree drip line to prevent damage to main root system. D Topsoil Stockpiling: 1. Stockpile in areas designated on Plans. 2. Construct storage piles to freely drain surface water. 3. Cover storage piles, if required to prevent wind-blown dust. 4. Stockpile topsoil to depth not exceeding 8 feet. Stockpile in a manner to prevent erosion. rk\ 3.03 UNSUITABLE MATERIAL A Undercut, remove, and replace material which Engineer designates as unsuitable for subsequent construction. B Material used to replace unsuitable material shall be suitable material from site excavation or as indicated on Plans. 3.04 EXCAVATION AND FILL A Depressed site areas shall be filled using material from high areas, insofar as practicable. B When fill obtained from high areas is exhausted, fill to indicated rough grade elevations under roadways with"Structural Fill"and open areas not under structures or roadways with "General Fill", or as indicated on Plans. C Place and compact fill in accordance with Section 02330—Embankment. 3.05 SALVAGEABLE ITEMS AND MATERIAL A Items designated by Engineer to be salvaged are to be carefully removed,so as to cause Caw', no damage to the salvaged items and delivered to Owner's storage yard. 07/2006 02200-3 of 4 CITY OF PEARLAND SITE PREPARATION 3.06 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. END OF SECTION 07/2006 02200-4 of 4 (4.6%, SECTION 09 91 13 EXTERIOR PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Furnish labor,materials,tools,equipment,and services for Exterior Painting of all non- containment surfaces of Secondary Containment structures,as indicated,in accordance with provisions of Contract Documents. B. Completely coordinate with work of other trades. 1.2 QUALITY ASSURANCE A. Definitions: 1. "Paint"and"painting"refer to applied coatings. 2. Mechanical work and equipment:Work included in Mechanical Specification Divisions. 3. Electrical work and equipment:Work included in Electrical Specification Divisions. B. Work Included: 1. Exterior surfaces scheduled to be painted,unless indicated to be painted under other sections. C. Surfaces Not to be Painted: 1. Carbon steel,anodized aluminum, stainless steel,chromium plate,glass,copper,bronze or similar materials. 2. Moving parts of valves,operating units,mechanical and electrical parts,such as valve and damper operators,sending devices,motor and fan shafts. (1111"*\, 3. Code labels,such as UL,.FM that are Mylar or flat,non-embossed,plates. a. Embossed plates and labels stamped into frames will be painted,label and information on label to be readily visible and convenient for identification by authority having jurisdiction. 4. Equipment identification or rating plates. 1.3 SUBMITTALS A. Product Data: 1. Manufacturer's data for each paint type to be applied indicating conformance to specifications. B. Samples: 1. Manufacturer's full palate of colors for selection by Architect. 2. Provide three 8 1/2 IN x 11 IN samples of each color and finish selected. 3. MPI Gloss samples. C. Contract Closeout Information: 1: Maintenance data: a. See Section 01 77 0. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Provide paint as product of one manufacturer as far as possible. B. Paint,stain,and coating systems listed are Sherwin Williams unless noted otherwise. (11.111.\ 1. Use comparable performance and aesthetic requirements for Paints by Optional manufacturers. 209-275584 City of Pearland,TX Secondary Containment Structures EXTERIOR PAINTING 09 91 13-1 C. Paints: 1. Base: a. Sherwin-Williams. 2. Optional: a. Benjamin Moore. b. PPG Paints. c. Pratt&Lambert. d. Tnemec. 2.2 MATERIALS A. Paints Systems: 1. Paint systems listed are Sherwin Williams unless noted otherwise. 2. By application: a. See Part 3. b. Notify Engineer of.unscheduled items. 3. Colors: a. As selected by Engineer from manufacturer's full palate.. PART 3 - EXECUTION 3.1 INSPECTION A. Examine surfaces for defects and correct to prevent unsatisfactory results. B. Verify compatibility of intermediate and topcoat finishes applied over surfaces primed by others. C. Commencement of work constitutes acceptance of surfaces and responsibility for performance. 3.2 PREPARATION A. Verify surfaces are clean,dry and free of foreign materials which will affect adhesion or ;I appearance. B. Remove mildew and neutralize surface. C. Eliminate efflorescence before painting. D. Prior to painting,test surfaces with moisture meter. 1. Paint when moisture is within paint manufacturer's acceptable limits. E. Concrete and Masonry: 1. Repair minor defects. 2. Remove oil from concrete by washing with xylol. F. Block Filler: 1. Apply masonry to fill pinholes and minor surface defects,and to prime surface for topcoat. 2. Apply by brush,roller or sprayer. a. Where spray-applied:Back-roll with roller or squeegee. 3. Minimum Nominal Thickness: 10 mil 0.25 mm DFT. a. Comply with manufacturer's recommended coverage rates for conditions encountered. 4. Provide complete cover with recommended coating system. G. 3.3 APPLICATION A. Remove and protect hardware,accessories,plates,fixtures,finished work,and similar items,or provide ample in place protection. B. Provide coverage to hide. 1. Evenly spread and smoothly flow on for full,smooth cover. 209-275584 City of Pearland,TX Secondary Containment Structures EXTERIOR PAINTING 09 91 13-2 2. Apply additional coats where undercoats show until paint film is of uniform finish and y color. C. Apply additional coats in accordance with manufacturer's instructions. D. Upon completion of painting,replace removed items and remove protection. E. Finish colors not indicated shall be selected by Architect from paint manufacturer's standard colors. 3.4 PROTECTION AND CLEANUP A. Provide WET PAINT signs. B. Protect adjacent work from damage by painting and finishing work. C. Remove temporary protective wrappings,after completion of operations. D. Clean,repair or replace,and repaint damaged work. E. No coatings shall be applied in the event that high winds are encountered which would prevent proper application of the coating. 3.5 EXTERIOR PAINT SYSTEMS A. Concrete,Concrete Block: 1. Latex,Gloss Level 4, Satin: a. Sherwin-Williams: 1) Prime coat:Loxon Concrete and Masonry Primer. 2) Topcoat:Duration Exterior Acrylic Latex,Satin. END OF SECTION (11111m6\ 209-275584 City of Pearland,TX Secondary Containment Structures EXTERIOR PAINTING 099113-3 SECTION 09 96 53 SPRAY APPLIED SECONDARY CONTAINMENT CORROSION-RESISTANT LINING PART 1 - GENERAL 1.1 SUMMARY A. This specification was developed for the proposed installation of high performance liquid-applied linings to 13 existing secondary containment structures located at 11 different water treatment facilities located in Pearland,Texas.Owned and operated by the City of Pearland. Section Includes: 1. This specification is for the furnishing of all labor,materials,supervision,equipment,tools, associated material,quality control tests and repairs necessary to perform the required installation of the specified polyurea lining system 2. The scope of work includes surface preparation,waste disposal, and pretreatment,coating application,touch-up,protection of surfaces not to be coated,inspection,cleanup and all appurtenant work. 3. The specified coating system shall be applied only to the concrete and CMU as directed in these and the manufacturer's specifications and the Appendix to the Specifications. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. ASTM Intemational(ASTM): a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. b. D4262, Standard Test Method for pH of Chemically Cleaned or Etched Concrete Surfaces. (1111'\ c. D4263, Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method. d. D4414,Practice for Measurement of Wet Film Thickness by Notch Gages e. D4541, Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers. f. D4787, Standard Practice for Continuity Verification of Liquid or Sheet Linings Applied to Concrete Substrates. g. D5162, Standard Practice for Discontinuity(Holiday)Testing of Nonconductive Protective Coating on Metallic Substrates. h. D6132, Standard Test Method for Nondestructive Measurement of Dry Film Thickness of Applied Organic Coatings Using an Ultrasonic Gage. i. D7234, Standard Test Method for Pull-Off Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers. j. E337,Standard Test Method for Measuring Humidity with a Psychrometer(the Measurement of Wet-and Dry-Bulb Temperatures). k. F1869, Standard Test Method for.Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. 1. F2170, Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes. m. F2659, Standard Guide for Preliminary Evaluation of Comparative Moisture Condition of Concrete,Gypsum Cement and Other Floor Slabs and Screeds Using a Non- Destructive Electronic Moisture Meter. 2. International Concrete Restoration Institute(ICRI) a. 310.2,Selecting and Specifying Concrete Surface Preparation for Sealers,Coatings, Polymer Overlays,and Concrete Repair. 3. The Society for Protective Coatings(SSPC): a. PA 9,Measurement of Dry Coating Thickness on Cementitious Substrates using (1111. Ultrasonic Gages. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CAL) 09 96 53-1 b. SP 1, Solvent Cleaning. c. SP 16,Brush-off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels,and Non-Ferrous Metals. 4. The Society for Protective Coatings/NACE International(SSPC/NACE): a. SP 5/NACE No. 1,White Metal Blast Cleaning. b. SP 13/NACE No. 6,Surface Preparation of Concrete. • c. TR 3/NACE 6A192,Dehumidification and Temperature Control. B. Qualifications: 1. Applicator to be licensed or approved,in writing,by manufacturer. 2. Applicator must own application equipment; equipment shall be approved,in writing,by manufacturer. 3. Applicator to have successfully completed minimum of three(3)projects in last five(5) years with similar scope,including the application of polyurea coatings. 4. Provide references for minimum of three(3)projects in last five(5)years including: a. Project type. b. Material installed. c. Size of project,including square footage and dollar value. d. Contact information for project Contractor(if applicable). e. Contact information for end user. C. Mock-Ups: 1. Construct mock-up area minimum 6 FT by 6 FT utilizing all specified or required components for Engineer review and acceptance. 2. Step construction of mockup to demonstrate all components used in application,including but not limited to: a. Surface Preparation. b. Filling and patching of voids. c. Primer d. Intermediate coat(s). e. Finish coat(s). f. Slip-resistant walkway surface. 3. Mock-up shall include all corners,coves,terminations and other special detailing as required by Project conditions. a. Mock-up surface shall have same finish as finish to be expected in the actual Work. 4. Area shall constitute minimum standard of quality for actual construction. a. Maintain area during construction. 5. If not acceptable,construct additional areas as required. 1.3 DEFINITIONS A. Defective: 1. Lining will be considered defective if,in the opinion of the Engineer,any of the following conditions exist in the final product: a. Dry film thicknesses have not been met. b. Debris is embedded in material. c. Surface exhibits any defect,including but not limited to: 1) Pinholes. 2) Voids. 3) Honeycombing. 4) Loss of adhesion. B. Immersion Service: 1. Any surface immersed in water or some other liquid. 2. Surface of any pipe,valve,or any other component of the piping system,including pipe supports, subject to condensation. C. Installer or Applicator: if 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-2 1. Installer or applicator is the person actually installing or applying the product in the field at (111.1\: the Project site. 2. Installer and applicator are synonymous. D. ppm: Parts per million. 1.4 SYSTEM DESCRIPTION A. Multi-component corrosion-resistant liner system,including but not limited to: 1. Modified epoxy mortar filler/patch. 2. Epoxy primer. 3. High-build polyurea liner. B. Lining must be capable of withstanding frequent splash and spillage of the following chemicals: 1. {_Bleach(9—13%). 2. {Liquid Ammonium Sulfate(38—40%) 1.5 SUBMITTALS A. Shop Drawings: 1. See Specification Section 01 35 0 for requirements for the mechanics and administration of the submittal process. 2. Applicator's experience qualifications and references. 3. No submittal information will be reviewed until Engineer has received and approved applicator qualifications.Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. 1) Complete physical and chemical characteristics. 2) Chemical-resistance information. b. Manufacturer's installation instructions. c. Manufacturer's recommendations for adhesives,primer,and miscellaneous materials used. d. Manufacturer's recommendation for providing temporary or supplemental heat or dehumidification or other environmental control measures. e. Manufacturer's application and curing instructions. B. Informational Submittals: 1. Manufacturer's statement regarding applicator instruction on product use. 2. Manufacturer's written certification of substrate preparation and application conditions per the Field Quality Control Article of this Specification Section. 3. Manufacturer's authorized representative's written record of visual inspection, including documentation of deficiencies and repairs. 4. Manufacturer's 10 Year Product Replacement Warranty 5. Applicator's daily records: a. Submit daily records at end of each week in which Work is performed. b. Provide certified copy of daily record to Owner as part of project close out documents. 1.6 DELIVERY,STORAGE,AND HANDLING A. Deliver in original containers,labeled as follows: 1. Name or type number of material. 2. Manufacturer's name and item stock number. 3. Contents,by volume,of major constituents. 4. Warning labels. 5. VOC content. B. Store material in accordance with manufacturer's recommendations. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-3 1.7 INSPECTION AND TESTING A. All work relative to preparation for and application of coatings shall be conducted under the supervision of the Inspector. The Owner will hire a full-time certified NACE Inspector to oversee all surface preparation and coatings work. The Inspector shall be a NACE Certified Level III Coating Inspector with at least 5 years of coating inspection experience in similar coating environments and substrates. B. The Contractor shall give the Owner 3 day's advance notice of the start of any field surface preparation work or any coating application work. C. The Contractor shall be responsible for submitting daily inspection reports to the District at the end of each work day. D. The Contractor shall provide a full time Supervisor at the work site during the working hours for the duration of the project. The Supervisor shall have the authority to sign change orders, coordinate work,and make decisions pertaining to the fulfillment of the Contract. E. Inspection by the Owner,or the waiver of inspection of any particular portion of the work,shall not relieve the Contractor of responsibility of performing the work in accordance with these Specifications. F. Prior to the start of any work,the Contractor shall establish with the Inspector,schedules and notification procedures to ensure that all surface preparation work has been inspected prior to the application of any coating. 1. These procedures shall remain in effect for the duration of the project. 2. Under no circumstances shall any surfaces be coated without prior approval of the Inspector. 3. Coatings applied without the Inspector's authorization shall be removed and reapplied at the sole expense of the Contractor. 4. Log sheets,approved by the Inspector,shall be used as the permanent record of all inspections with copies forwarded to the Owner daily. G. Surface Preparation-Surfaces prepared as described in this Specification and per the manufacturer's recommendations shall be observed by the Inspector prior to application of coatings to verify compliance. H. Film Thickness-Prepared surfaces and all coating system component applications shall be inspected prior to each succeeding application.The procedure for collecting representative thickness data shall be as follows: 1. The Inspector shall determine where and how often to test for film thicknesses. 2. The requirements of SSPC-PA 9 will be followed(at a minimum). 3. Contractor shall take wet mil thickness readings at a minimum of every 100 square feet. I. The Contractor shall make the following equipment available to the Inspector upon request: 1. Holiday testers. 2. Film thickness testers. 3. Adhesion testers. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents,the following manufacturers are acceptable: 1. Sprayed Polyurea Corrosion-Resistant Lining: a. Raven Linings b. VersaFlex,Inc. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-4 c. Sherwin Williams. (1.61‘\ d. or approved equal B. Submit request for substitution in accordance with Specification Section 01 63 0. 2.2 MATERIALS A. General: 1. Primers shall be epoxy and the top coat of the containment liner shall be polyurea. B. Filler-surfacer: 1. As recommended by lining manufacturer. C. Primer: 1. Epoxy. 2. Solids by volume: Minimum 60 percent. D. Sprayed Polyurea Corrosion-Resistant Lining: 1. Plural component,high build elastomeric polyurea. 2. Solids by volume: Minimum 100 percent mixed. 3. Color: {Manufacturer's standard.} . Table 2:2.1 Approved Product Systems Manufacturer -.'Raven Linings Sherwin Williamse; VersaFlex Cala Per manufacturer's Per manufacturer's Per manufacturer's Filler/Patch recommendation, as recommendation, as recommendation, as required- - required required 562 Penetrating Epoxy Corobond HS Epoxy VF 20 Primer Primer Primer/Sealer Primer 6—10 mils dry film 1 or 2 coats 3—4 mils dry film thickness thickness Aquataflex 506 AR 200 HD VF 380 Polyurea 60—80 mils dry film 40—60 mils dry film Minimum 80 mils dry Finish thickness thickness film thickness OR OR OR 20—27 square feet 27—40 square feet not more than 20 per gallon per gallon square feet per gallon 2.3 ACCESSORIES A. Provide all primers,crack filler,sealants,thinners,etc.,as required and as recommended by the lining manufacturer. 2.4 PERFORMANCE AND DESIGN REQUIREMENTS A. System Performance Characteristics: 1. Abrasion resistance: ASTM D4060,less than 120 mg lost(CS17 wheel, 1000 g, 1000 cycles). 2. Concrete adhesion: ASTM D4541,300 psi. (14.4\, 3. Tensile strength: ASTM 638, 1,500 psi. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-5 4. Elongation: ASTM D638,40 percent. 5. Durometer hardness: ASTM D2240, Shore D,35. PART 3 - EXECUTION 3.1 PREPARATION A. Concrete surfaces: 1. Cure new concrete and concrete repairs in accordance with lining manufacturer's recommendations. 2. Abrasive blast concrete surfaces in accordance with SSPC SP 13/NACE No. 6. a. Provide concrete surface profile(CSP)in accordance with ICRI 310.2 as recommended by lining manufacturer. 3. Clean concrete substrate in accordance with ASTM D4258. B. Verify suitability of substrate to accept installation. 1. Ensure that surfaces have been prepared in accordance with lining manufacturer's instructions and this Specification Section. a. Where discrepancy between lining manufacturer's instructions and this Specification Section exists,the more stringent preparation shall be performed. 2. Fill and seal concrete surfaces as recommended by manufacturer. a. Fill all bugholes,voids,surface defects and cracks to provide a uniform surface. 3. Remove spent blasting material and dust. 4. Remove all dust,grease, oil,compounds,dirt and other foreign matter which would prevent bonding of lining to surface. 5. Adhere to manufacturer's recoat time surface preparation requirements. 6. Test pH of concrete substrates in accordance with ASTM D4262. a. If surface pH is not within lining manufacturer's required acceptable range,use methods acceptable to lining manufacturer as required to bring pH within acceptable range. b. Retest pH until acceptable results are obtained. 7. Verify that moisture content of concrete substrate is within lining manufacturer's recommended acceptable limits. a. Test surface to be coated for presence of moisture in concrete in accordance with ASTM D4263. 1) Where presence of moisture is indicated,test moisture content of surface to be coated in accordance with ASTM F1869 or F2170. 2) Provide remedial measures as necessary to bring moisture content within lining manufacturer's recommended acceptable limits. 3) Retest surface until acceptable results are obtained. C. Verify that atmosphere is within the coating manufacturer's acceptable temperature and humidity limits. 1. Provide temporary heating and/or dehumidification as required to bring area within acceptable limits. a. Provide in accordance with SSPC-TR 3/NACE 6A192. b. Provide temporary dehumidification equipment properly sized to maintain humidity levels required by lining manufacturer. c. Provide clean heat with heat exchanger type equipment sufficient in size to maintain temperature on a 24 HR basis. 1) Vent exhaust gases to exterior environment. 2) No exhaust gases shall be allowed to vent into the space being coated or any adjacent space. 3.2 APPLICATION A. General: 1. Apply materials under adequate illumination. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-6 2. Application shall be performed when substrate is in descending temperatures. { 3. Evenly spread to provide full,smooth coverage. 4. Work each application of material into corners,crevices,joints,and other difficult to work areas. B. Apply primer and finish coats in accordance with manufacturer's recommendations. 1. Apply primer to thickness recommended by manufacturer. a. After application of primer,inspect surface for pinholes,voids or other defects. b. Repair pinholes,voids or defects as recommended by lining manufacturer. 2. Apply finish material to the minimum mils dry film thickness as recommended by the manufacturer. C. Provide lining manufacturer's recommended details at all terminations,penetrations, embedments,cracks,joints and changes in substrate direction: 1. Provide saw-cut keyway terminations. a. Size: Minimum 1/4 IN by 1/4 IN,unless indicated otherwise by lining manufacturer. b. Keyways shall be dry and clean;free of dust and residual particles. c. Mask edges of keyways to provide clean,abrupt termination. d. Use only approved polysulfide sealants,as required by lining manufacturer. 2. All piping and penetrations shall have fillet radius or cant cove as recommended by lining manufacturer. 3. Provide fillet radius or cant cove at all changes in direction of substrate. D. Finished surface shall be uniform and free of pinholes,voids,honeycombing or other imperfections. E. Maintain minimum temperatures before,during,and after lining application to assure proper curing. F. Ensure a monolithic lining and uniform thickness during the application process. G. Measure wet lining with wet film thickness gages in accordance with ASTM D4414. H. Apply lining to the following structures: 1. Secondary containment. 2. Apply lining to all: a. Inside vertical concrete and CMU surfaces. b. Horizontal concrete slab surfaces c. Top horizontal cap and down 8 inches on outside of concrete walls. d. Top horizontal cap and down 8 inches to the first joint on CMU walls. 3.3 FIELD QUALITY CONTROL. A. Provide services of manufacturer's authorized representative during lining application,substrate preparation and after all lining work is completed. 1. Certify that surface has been prepared in accordance with lining manufacturer's recommendations. 2. Certify that substrate moisture content and pH are within manufacturer's acceptable limits. 3. Certify that ambient temperature and temperature of substrate to be coated are within manufacturer's acceptable limits. 4. Certify that lining has been properly applied to required mil thickness. 5. Visual Inspection: a. A visual inspection shall be made by the manufacturer's representative. b. Any deficiencies in the finished lining shall be marked and repaired according to the procedures in the manufacturer's published installation instructions. B. Owner Provided Observation,Inspection and Testing: 1. A NACE International Level III inspector will be assigned by the Owner to perform observation,inspection and testing as deemed necessary to document the quality of the Work. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-7 a. All Work shall be done to the satisfaction of the Owner's inspector. b. Any portion of the lining that does not satisfactorily pass the inspection and testing requirements shall be repaired or replaced by the Contractor at no additional cost to the Owner. c. Additional testing and/or inspection may be done at the discretion of the Owner. The Contractor will provide all equipment,materials,and labor to perform the testing. 2. Inspection,testing or observation by the Owner's inspector shall not relieve the Contractor of responsibility for surface preparation,inspection or quality control specified herein. C. Contractor Performed Testing: 1. The Contractor shall provide ongoing testing and inspection as specified herein,including but not limited to the following: a. Thickness Testing: 1) Wet film thickness during application in accordance with ASTM D 4414. 2) Determination of minimum required quantity based on square footage of area to be coated. b. Bond Strength: 1) Measure bond strength of the lining system to the concrete substrate in accordance with ASTM D 7234. a) Bond strength of the lining to the concrete shall be greater than the tensile strength of the concrete. b) A 50 mm dolly shall be affixed to each structure,representing the substrate type and on vertical and horizontal elevations and pulled in accordance with ASTM D7234. (1) For each test that fails,two(2)additional tests shall be performed in the adjacent area. (2) Further bond tests may be performed to determine the extent of potentially deficient bonded areas at no additional cost to the Owner. (3) Repairs shall be made by applicator in strict accordance with the coating manufacturer's recommendations. (4) The number of test sites and locations to be tested shall be determined by the inspector and Owner after application of lining.The Contractor will apply the dollies,perform the tests and repair the lining in the presence of the inspector or Owner. (5) Any lined areas that do not pass the bond strength tests shall be removed and replaced at the expense of the Contractor. c. Holiday Testing(Spark Testing) d. Test completed lining system in accordance with D4787, Standard Practice for Continuity Verification of Liquid or Sheet Linings Applied to Concrete Substrates. 1) Using high-voltage holiday detection equipment. a) Set spark tester at initial setting of 100 volts per mil(25 microns)of film thickness applied. (1) Adjust as necessary to detect the induced holiday. 2) Concrete substrates: Test in accordance with ASTM D4787. 3) All detected holidays shall be identified;marked and documented the discontinuities shall be repaired in accordance with the coating manufactures repair recommendations. 4) Provide certification that completed lining system is free of pinholes or other material defects. D. Instrumentation: 1. Contractor shall utilize instrumentation as necessary to measure,monitor and record environmental surface conditions as indicated,including but not limited to the following: a. Wet Film Thickness Gauge: ASTM D4414. b. Sling Psychrometer: ASTM E337. c. Surface Temperature Thermometer. 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-8 d. Moisture Meter: ASTM F2659. e. Adhesion test apparatus: ASTM D4541. 2. Instrumentation shall be adequate to measure and record applicable data within the tolerance indicated in the standard referenced for specific tests. a. Verify all coating inspection instrumentation is working correctly prior to each use. E. Maintain Daily Records: 1. Record the following information during application of each coat applied: a. Date,starting time,end time,and all breaks taken by painters. b. Air temperature: 1) Dry Bulb. 2) Wet Bulb. c. Relative humidity. d. Dew point. e. Moisture content of concrete substrate prior to coating application. f. pH level of concrete substrate prior to coating. g. Surface temperature of substrate. h. Provisions utilized to maintain work area within manufacturer's recommended application parameters including temporary heating,ventilation,cooling, dehumidification and provisions utilized to mitigate wind blown dust and debris from contaminating the wet paint film. i. Record square footage of each substrate type coated each day and the quantity of each product used. j. Record environmental conditions,substrate moisture content and surface temperature information not less than once every 4 HRS during application. 1) Record hourly when: a) Temperatures are below 50 DegF or above 100 Deg F. b) Significant changes in weather conditions occur. c) Precipitation is imminent or occurring. 2. Record the following information daily for the lining manufacturer's recommended curing period: a. Date and start time of cure period for each item or area. b. Record environmental conditions not less than once every 12 HRS. 1) Record not less than once every four(4)hours when: a) Ambient temperature is below 35 DegF. b) Significant changes in weather conditions occur. c) Precipitation is imminent or occurring. c. Provisions utilized to protect each item or area and to maintain areas within manufacturer's recommended curing parameters. 3. Format for daily record to be computer generated. 4. Daily record shall be accessible to Engineer anytime during normal project working hours. F. Repair all defective lining in accordance with manufacturer's printed recommendations at no additional cost to the owner. END OF SECTION 209-275584 City of Pearland,TX Secondary Containment Lining Specification SPRAYED CORROSION-RESISTANT LINING(CRL) 099653-9 Containment Wall Painting Project City of Pearland (1111 DESCRIPTION OF WORK SECTION 1: General Requirements 1. PURPOSE: The purpose of this project is to paint existing containment,areas that currently store bleach and ammonia used for disinfection at water plant sites throughout the City. 2. DOCUMENTS: The following documents are provided to assist the Contractor in determining the work necessary to complete the containment wall painting. A2—Containment Wall Painting Site Data Sheets A3 —Paint Quantity Worksheet 3. WORK: a) Setting up a bypass in order to maintain existing service to the water plants while existing containment tanks and appurtences are removed to paint the containment walls. The Contractor shall utilize Napco Chemical (Steve: Smith; email: steve@napcochemical.com; phone is 281-705-4526 for temporary bypass services at all locations. b) Removal and replacement of all tanks, pumps, electrical equipment, conduit, brackets, fastners and appurtences that connect to: the containment structures that would impede painting of all interior and exterior surfaces. Cast iron drain pipes shall be removed and replaced with PVC pipe and valve prior to painting. c) Each containment area shall be painted using specified products per the manufacturer's installation instructions. Any method that will void the 10-year warrantee will not be accepted. • Paint interior of the containment structure (walls and floor)with corrosion resistant paint. • Paint top of the containment structure walls with corrosion resistant paint. • Paint top 8-inches of the exterior of the containment structure walls with corrosion resistant paint. . • Paint exterior of the containment structure walls with exterior.paint • The paint outlined above shall be as specified in the Technical Specifications section of this document. 4. LOCTIONS: > Cullen Road Water Well#9—2529 Cullen Road ➢ Garden Road Water Well#8— 13711 Suburban Garden Road > FM 518 Water Well#3 — 1751 East Broadway > Southdown Water Treatment Plant— 1003 East Belgravia Road > Green Tee Pumping Station#10—2777 Y2 Tipperary ➢ Kirby Water Well—3110 Kirby Drive > Magnolia Road Water Well#7—3812 Magnolia > Northwest Water Plant Pumping Station#11 — 1907 Almeda Road > Liberty Road Water Well#6—3503 Liberty Drive ("N. > McLean Road Water Well#2—2838 McLean Road > Southeast Water Well—3945 Wells Drive HDR Job No. 16-014 Al-Description of Work- 1.of 4 Containment Wall Painting Project City of Pearland 5. PRODUCTS: Contractor shall utilize one of the following pre approved paint applications for the project. a) Corrosion Resistant Paints i.) AquataFlex 506—Raven Lining Systems ii.)VF 380—Versa Flex iii.) Envirolastic AR 200 HD—Sherwin Williams b)Exterior Paint: i.) Sherwin Williams Prime Coat: Loxon Concrete and Masonry Primer Topcoat: Duration Exterior Acrylic Latex, Satin 6. WARRANTY: Neither the final payment nor certificate nor any provision in this Contract shall relieve the Contractor of responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of ten (10) years from the date of final acceptance. The final acceptance is when the final walk through of the project has occurred and the punch list items identified from the final walk through have been completed by the Contractor. The Contractor shall notify the Owner in writing upon completion of the punch list items. Certificate of acceptance will be issued upon verification by the Engineer of the completion of punch list items from "final walk through" and a submittal of the close-out documents by the Contractor. The Warranty period will commence from the date of final acceptance. The Contractor is made aware that the warranty period will start from the date of final acceptance of the entire project regardless of completion of the individual areas. SECTION 2: Additional Requirements 1. Work to protect items to remain by installation of temporary construction, including posting of warning signs, placement of protective fencing, barriers, barricades and covers, and restoration of damaged items to remain, will be considered incidental to the various pay items and no separate payment for this work will be made. 2. Construction materials storage facility site(s) shall comply with applicable Owner requirements and meet the following minimum requirements: a) Provide storage facility of neat and reasonable uniform appearance, structurally adequate for required purpose. b) Maintain during entire construction period. c) Prior to start of work, install enclosure fence with locked entrance gate. d) Provide an all weather surface with adequate drainage to Owner facilities. Do not drain onto adjacent property. e) Clean mud and debris from streets on a daily basis or more often as required. Construction operations may be temporarily suspended if the storage facility is not properly maintained. 3. Replacement of Damage. If any damage is done to existing asphalt or concrete roads or J appurtenances, by equipment, tires, metal tracks or other construction practices, damage shall be HDR Job No. 16-014 A 1-Description of Work- 2 of 4 Containment Wall Painting Project City of Pearland saw cut, removed and:replaced with. materials -equal to or superior to the existing material. CP") Damage shall include but not limited to scrapes and tread marks. 4. Damage to pavement, curbs, driveways, sidewalks or any other structure caused by the Contractor during construction shall be repaired at the Contractor's expense. 5. Other Contracts - Other construction may be underway concurrently in this area. Afford utility companies and other Contractors reasonable opportunity for introduction and storage of their materials and execution of their work. All work under this Contract must be properly connected and coordinated with that constructed by others. The Owner is not responsible or liable for any claims resulting from delays by other Contractors or utility companies in the area regardless of the entity authorizing such work and any faulty.workmanship resulting from such work performed. 6. Alternate-Designs - If alternate design features are proposed for convenience of Contractor, submit design calculations and detail drawings covering proposed changes and related modifications of Contract PLANS to Engineer for review. Make drawings same size as Contract PLANS and of comparable quality. .Make payment of charges resulting from modifications, including engineering charges for checking such designs. 7. Cleanup. Remove from site of work, and from public and private property, temporary structures, rubbish and waste materials including excess excavated materials. Dispose of surplus earth as directed or as specified. Contractor.is to be, aware that the cleanup procedure will be strictly enforced by the Owner. There will be no extra pay for complying with said item. Complete cleanup of a site shall be mandatory before the Contractor can begin work on another site. Multiple sites can be worked on simultaneously; however, complete cleanup must be conducted before a work crew leaves one site to work on another site. 8. Incidental Construction Items. All items called out on the construction documents or within the specifications which are not itemized in the bid proposal section of these documents shall be considered incidental to the cost of the project. 9. All claims for extension of time shall be made in writing to the Owner no more than ten days after the occurrence of the delay or after the cause of the delay has become apparent; otherwise they shall be waived. In the case of the continuing cause of delay, only one claim is necessary. Any request for an extension of time shall be accompanied by a revised construction schedule which, if approved by the Owner, shall become the Contractor's construction schedule. When the Contract is on a calendar day basis, no extension of time shall be allowed for adverse weather conditions reasonably anticipatable from historical weather data, and such weather conditions shall not be deemed a casualty beyond the Contractor's control. The Contractor may be granted an extension of time because of unusual inclement weather which is beyond the normal weather recorded. HDR Job No. 16-014 Al-Description of Work- 3 of 4 Containment Wall Painting Project City of Pearland 10. In the event of damage to fences or other improvements, structures, plants, landscaping, etc. due " to Contractor's performance of work, the Contractor will replace them with equal or better product, to Owner's satisfaction, all at no additional cost to the Project. 11. The Contractor shall have a supervisor present on the site at all times when on-site activities relating to the Work are occurring, except for periods of absence approved by the Engineer or the Owner when: (i) the supervisor's absence from the site is caused by compelling or emergency circumstances, and (ii) the Contractor makes suitable provisions for substitute supervision. The Contractor shall notify the Owner and the Engineer as soon as the need for an absence is known. Approvals of absences will not be unreasonably withheld. If the Engineer and the Owner jointly notify the Contractor that the current supervisor should be replaced for good cause, the Contractor will replace the supervisor as soon as practicable, and in any event within ten days (or such other time period as may be approved by the Engineer and Owner). For this purpose, "good cause" means: (i) the supervisor is not causing the Work to be performed in accordance with the Contract Documents, (ii) the supervisor is not communicating effectively with the Owner, the Engineer or other persons affected by the Work, or (iii) the supervisor is failing to prevent (or remedy) needless dislocation, damage or inconvenience related to the work. 12. Permits. Contractor is responsible to obtain all necessary permits to accomplish the Work described within these documents. It is the Contractor's responsibility to coordinate with the Owner in order to determine all requirements and to meet such requirements. Permit fees by the City will be waived. HDR Job No. 16-014 Al-Description of Work-4 of 4 Cullen Road Water Well #9 — Bleach Storage Tank 2529 Cullen Road Volume of Tank: 700 gallons t Fasteners: 4 C''''' .. ▪ Bleach Feed Line r` ▪ Electrical Conduit (1)I ▪ Power Socket ▪ Flow Meter Brackets . ems_k :#` • I ▪ Bleach Feed Pump Container A ` Box _ - ▪ Extra Pipe Brackets f J � I Drain Outlet: ▪ 1-1/4" Su 40 PVC w/valve I Bleach Paint QTY: 24.5 SQ-YD I Exterior Paint QTY: 8.7 SQ-YD Figure 1-Bleach Storage Tank Special Notes: N/A ;, ", , n -„„.% I ..-'' :.. _,.4 it i ' _ $gee 55 e 1 ems';'�A.' `2 +�, a 4.:a -.. ii :, -5-Xe#1,03-:4•&':4k4itit,37.'''' ,- � Is t.:4K,...44.1ftr---.4----trm,r.4,,--- .:**-7- , , ,, • ms__ Figure 2—Location Map of Bleach Storage Tank and Bleach Feed Line C HDR Job No. 16-014 A2-Data Sheet-1 of 22 Cullen Road Water Well #9 — Ammonia Storage Tank 2529 Cullen Road Volume of Tank: 700 gallons I Fasteners: — " . Ammonia Feed Line • Electrical Conduit (2) Flow Meter Brackets , Ammonia Feed Pump Container Y Box ---; Drain Outlet: �a .,, , r i • 1-1/4" SCH 40 PVC w/ valve ' "` Ammonia Paint QTY: 23.9 SQ-YD --.-', , 4-44- ‘.,..; Exterior Paint QTY: 8.7 SQ-YD I Special Notes: N/A • Figure 1—Ammonia Storage Tank • E .�.,#` g a m ' s ', 3 I. Electrical r ' ,4''' g ' '. .ter '' 7i '' e - s : - )3reaKer� � 1 , . ii„ '' ''� "a 4. .p Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-2 of 22 Garden Road Water Well #8 Bleach Storage Tank 13711 Suburban Garden Road Volume of Tank: 700 gallons � .. �( '' x �_ ! Fasteners: ° , * •• ■ Bleach Feed Line 1 Electrical Conduit (2) s ! Flow Meter Brackets ,¢. s ■ Bleach Feed Pump Container ` �_a i Box �" R I it Drain Outlet: g i 1-1/4 SCH 40 PVC w/valve . Ilt.4.Qtttir..:141---• _ R. 1 Bleach Paint QTY: 24.2 SQ-YD t Exterior Paint QTY: 8.4 SQ YD ° % Special Notes: N/A Figure 1—Bleach Stora• ge Tank ceiN, ,.,' ,,,,,,„,„,-, :v;,,,4,4,.---,14-----'r....-,„;.::47,-,,,,,4t,:;-L,-.-k,-,-,-,:-,--,,,-,47,4;!:,,v1:::".„,4,:t.,.H,,,,,,,„.-is.-..as,-,,,-,-,-1,,_,,,:4-1:;,:-.4,,,,:,„-!=,:::,t,,:y-,1 „..:_. ,?,..".! :;,'-r' ; ,";::::It.'":°°,1t3;'', .. m N.4.2: 41,-li.`-•. ,4,t,,'!-IINVE,•'''''''' - f 7 ,- . - Bker .- r '' 4 . 4 � � � ;s #' f^ - '-r�1st_ , 3 '#ay Figure 2—Location Map of Bleach Storag-4,41614 Tank and Bleach Feed Line HDR Job No. 16-014 A2-Data Sheet-3 of 22 Garden ' -.) Road Water Well #8 — Ammonia Storage Tank 13711 Suburban Garden Road i Volume of Tank: 500 gallons _ Fasteners: 1 � i ■ Ammonia Feed Line E Electrical Conduit {3} ! ' ■ Power Socket �«� � Flow Meter Brackets _ I Ammonia Feed Pump Container �. `�.'. Box I I �� Drain Outlet: • 1-1/4" CAST IRON w/ valve (replace with 1-1/4" SCH 40 PVC and valve) ,, ..... - I 1. --- ' . §, Ammonia Paint QTY: 23.6 SQ YD 1 Wit. Figure 1—Ammonia Storage Tank Exterior Paint QTY: 8.4 SQ-YD Special Notes: N/A t'...) a ., F Electrical} „ '. /' Breakert r vOXiig@ ° "- a _ - sae ' • >41, Z, . m.5 Wi xx f a .a w � a'Y a wo"1.. ' +; $ s _ - ` iEgg mg } '..: � ' it--:-,,::, - * a1 C a>l g$ ,ar -# " :,a t;,, - ,',-44,-;" Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-4 of 22 FM 518 Water Well #3, — Bleach Storage Tank 1751 East Broadway C' ._ Volume of Tank: 700 gallons SL��} ,K t f = i a1 Ka 1 Fasteners: • Bleach Feed Line Ammonia Feed Line , u ��1 - " Electrical Conduit (2) ��- . ,� � Power Socket r� . N ' Flow Meter Brackets 3� ■ Bleach Feed Pump Container 1 I Box ;4',i1.4'):::":'%•','1-.';1;'4!‘„:„,',,„S,1.;.-:'.;'';%4r-*.-:4,4,3_,,!'.,t:/:4",,.'.441,°.4" i rD:9':''':'54'i_S'1;.4%4`r-.,::.-s,;2;:,A'','',.'-:t-''';':'''....'.' :iiAg.-:fg:•0-'k4[4.,'',„'''i:',-.1:3-,':._7'..': + Drain Outlet ` : 1-1/4" SCH 40 PVC w/ valve '•,'4i,:r„.,'.„.'4'"i'.;,',,*?,.t4'k t.,- z # Bleach Paint QTY: 24.5 SCE-YD il .° . _ , r �� Exterior Paint QTY: 8.7 SQ-YD Figure 1-Bleach Storage Tank Special Notes:• N/A C „. ,,,,,...i.„,_,,,,,,,,,!:7-4;,; . ,, .....„ ..,,,,,,.:,,..4,1„,,,„4,, ,,- „,„:ti,,, „,1.,,.., ,.3,..7„.„.....v,,.„4„, ,,,,e,., -.4- # ,, Bleach '_ . : ;� ,�� � ��� '� .Storage ��� � , '`� �� .� ��xp � � � �� Tank M �t i Electrical ; 1 , Breaker-), - . +d }�J4It xR 0i Figure 2-Location Map of Bleach Storage Tank and Bleach Feed Line HDR Job No. 16-014 A2-Data Sheet-5 of 22 FM 518 Water Well #3 - Ammonia Storage Tank 1751 East Broadway n Volume of Tank: 500 gallons �f j 7; `� Fasteners: r� �ID�� • Ammonia Feed Line Yt -r{ };t • Electrical Conduit (2) I ■ Container Reader Conduit ? • Flow Meter Brackets y' 1 I ■ Ammonia Feed Pump Container i� t� t � . i Box + r w Drain Outlet • 1-1/4" CAST IRON w/valve s ,," a , (replace with 1-1/4" SCH 40 PVC and valve) ;} 'fit' Ammonia Paint QTY: 23.9 SQ-YD Figure 1-Ammonia Storage Tank Exterior Paint QTY: 8.7 SQ-YD Special Notes: N/A ;,1 Ni' 1 c i . * 44� : ... W '' IN ' - . 4 Storage,_ �, `:" '.{-,... `fay ' ; � Tank .a °s 2 emu" ' 19: a € : y t �; a sti A,k a �, . " ° A e ' } Electrica s, % . Breakers " '!--7k-ViiE: ,, ,. , :„„i--.i-14 -0.g:glilt?- :-- - ,J , f';A:','44-454-7:--,Ii.:44'iriA; Z:,,-, »ate 0K �" a ,^� tip s 3° " s`. 720,4k. _ 1 i t, x , as -t.a s ". g ° Figure 2-Location Map of Ammonia Storage Tank and Ammonia Feed Line -7) HDR Job No. 16-014 A2-Data Sheet-6 of 22 Southdown Water Treatment Plant — Bleach Storage Tank 10.03 East Belgravia Road (r--\ i Volume of Tank: 700 gallons 4,�„,, ,, ,,,..,-,, ,, ,,, ,,,, Fasteners: Bleach Feed Line ■ Electrical Conduit (2) �� ▪ Power Socket Flow Meter Brackets ▪ Bleach Feed Pump Container Box • Backup Feed Line 4 fr � � - , ■ Extra Pipe Brackets Drain Outlet: F 1-1/4" SCH 40 PVC w/ valve } Bleach Paint QTY: 21.7 SQ-YD s Figure 1—Bleach Storage Tank .4 SQ-YD SpecialExterior Notes:Paint N/QTY: 10A • _ ,_ ,. ..,.., ,t - ._ �: r �� tom ° �„ _„,„3-...- -, ,4' } � i *`a r r� tectrical , t ' . , , � � . Breaker .� - �a Figure 2—Location Map of Bleach Storage Tank and Bleach Feed Line C HDR Job No. 16-014 A2-Data Sheet-7 of 22 Southdown Water Treatment Plant — Ammonia Storage Tank • 1003 East Belgravia Road Volume of Tank: 700 gallons t t � > 1 Fasteners: I Ammonia Feed Line ,pr`tk,;;4--F'4:;';.I-.,;-,;,,--4;-,i;4','-;:.;,:,7...'.-4...;',-.-'.I.-,'-;I;..:-..--.,-I;.,Ik--I4I d,::,_,,‘„-,,P:1";:,„,1,.'l • Electrical Conduit (2) o x '; Power Socket g ,: ,, FIowMeterBraokets r Ammonia Feed Pum Container e� p I R . " 3, .1 &¢r Drain Outlet: ` , , ° s ' 1-1/4" CAST IRON w/valve § �,24 t� (replace with 1-1/4" SCH 40 PVC `' ai. rt .-g ,.7 i and valve) ' :w.l ,�. .'. ! Ammonia Paint QTY: 19.6 SQ-YD Figure 1—Ammonia Storage Tank Exterior Paint QTY: 9.8 SQ-YD Special Notes: ■ Concrete infrastructure is located within 12-inches of exterior wall on one sideM ..� �sx A '$, k. ' MO'ii,s9 -;.,,j.2-:„Txv,,-mit 7-,' As ��� '' �,_ storage .. w y` ...- Tank : ..G % �. � a' 0 �1. "11it 't use Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line ^� HDR Job No. 16-014 A2-Data Sheet-8 of 22 Green Tee Pumping Station #10 — Bleach Storage Tank 2711 % Tipperary C"-'' j Volume of Tank: 500 gallons <' � �� ram. i ,, � ,` I Fasteners: ( • Bleach Feed Line I f �'� ' , • Electrical Conduit (3) k= I ` Distribution Power Socket itjet, .,. ,- Flow Meter Brackets 1 v r - , . Bleach Feed Pump Container x. Y �` - Box '-� z 3 „ i �' • Light -- ' • Extra Bleach Feed Pump ' { Container Box I i ` ,..-, ... 1 zf ', � i Drain Outlet: ( I • 1-1/4" SCH 40 PVC w/ valve * Bleach Paint QTY: 24.5 SQ-YD Figure 1—Bleach Storage Tank Exterior Paint QTY: 8.7 SQ-YD Special Notes: N/A C\ , f of • "��!� r x` '�° to f ......, t {,� i .' ;. r LY AA ,1*k t 4 '4,t t 't om' a +� 47.a Ail; t .. p}}pp ,,, i,--—.-,-4'.., ,01,1,:' , ' ectri',.a . -,:,',- .:*-,-is. .1 ,i, ' t t . °,,, sbreake � . aY tit¢ t cpc.I 1. _ F- - E, °? tprage (e, . : ' -:--Tank Y fi � 8 Y �v 1 ::‘ fr'..r,r- • il 11%. \'',:,/4tv, 'NiN, te;r4V 1 '� 0 10 20 40 Feet r 1 I I 1 1 1 1 1 1 f , " # � ` , ,- c. .way a.,,>. er a. , M.. )...,-1''' �,..o,.. ..: "'.._.,_. ,.. j'.. ate,.._., - . Figure 2—Location Map of Bleach Storage Tank and Bleach Feed Line HDR Job No. 16-014 A2-Data Sheet-9 of 22 Green Tee Pumping Station #10 — Ammonia Storage Tank 2711 % Tipperary Volume of Tank: 500 gallons r Fasteners: } Ammonia Feed Line ■ Electrical Conduit (3) �, k • Surface Power Socket 4 Flow Meter Brackets d ■ Ammonia Feed Pump Container Box t '_ Extra Ammonia Feed Pump Container Box .� s . Y • Extra Ammonia Feed Line E ,' '_ i . _ Drain Outlet: :ti i • 1-1/4" SCH 40 PVC w/ valve Ammonia Paint QTY: 23.9 SQ-YD Figure 9—Ammonia Storage Tank Exterior Paint QTY: 8.7 SQ-YD Special Notes: N/A Ji ,�' ty, N } A ` 1ectric �- N '''''' '.' T0'.".4 •! ' -area,ke4 - ,..4 t.-• -:tt,... 4---4 R t . ala 'f,..,.%1E:4; •,',,,,.., '**.t.. ;_';!.....:::4:.1,t ,,,,:",...,„sf,i;;";;;;;,,.2Z::',.4 ' ii , ,, t bit... ,/ ''. , -:,4P4 0.0" ' . ° A 1.• ; "-', i '4r44 , i` Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line -' HDR Job No. 16-014 A2-Data Sheet-10 of 22 Kirby Water Well — Bleach Storage Tank 3110 Kirby Drive r — Q. " Volume of Tank: 1,200 gallons Ii .. .& Fasteners: , • Bleach Feed Line • Backup Bleach Feed Line z � • Electrical Conduit (2) - , Drain Outlet: s ' ,y. ■ Floor Drain �� Bleach Paint QTY: 36.0 SQ-YD - .", =, Exterior Paint QTY: 5.3 SQ-YD 1 • , . . Special Notes: N/A 1. Figure 1-Bleach Storage Tank (4161 --..- .5•4',.;-...&.-;-?;:-'70.. • - '1 a„- ,..1.. . ..... ::.,. , - f.:t }.. . ., �° 4 ., r, ,. ,.....,,...,, _ _ _4.„:4„....t,:. ... .. „, _, �i I __ 1•, � ctrieal I - ' • • . • . Brea er' # ,r -"• gip ,' ' ' € lea Feed Storag ;Al Pump _ ::'• T nl� v . • °`': e > -.wi.` � ..� `x4 " ^'.ax,u " ``�',�';. .ram s"a et Figure 2-Location Map of Bleach Storage V Tank and Bleach Feed Line ti HDR Job No. 16-014 A2-Data Sheet-11 of 22 Kirby Water Well — Ammonia Storage Tank 3110 Kirby Drive Volume of Tank: 1,200 gallons � � ` Fasteners: � ` Ammonia Feed Line • Backup Ammonia Feed Line �. a Electrical Conduit (2) - 1 Drain Outlet: }_ 1} I ■ Floor Drain �' .,t�.. . Ammonia Paint QTY: 24.3 SQ-YD , *oil --- _ — 4t..V.r---.. , -:,* 1 .. Exterior Paint QTY: 4.2 SQ-YD I Special Notes: N/A 66,L__ . ,. l Figure 1—Ammonia Storage Tank ` 1 d .sk. 44: .! k `,, : .. " � A er -ctrical 1 Breaker 4 ; 2,, , ' Feedm ', a} Pump , . . a ° i 6 2D i e Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-12 of 22 Magnolia Road Water Well #7 — Bleach Storage Tank 3812 Magnolia 7. I Volume of Tank: 700 gallons ',HIP , t li . : rY. Fasteners: i Bleach Feed Line I ' Ammonia Feed Line 1 .r Electrical Conduit (1) t } , j • Flow Meter Brackets 'k , ' Bleach Feed Pump Container Box i -° °4; I ■ Hose Rack fi ° Drain Outlet: ` t 1-1/4" SCH 40 PVC w/valve Bleach Paint QTY: 24.4 SQ-YD 1 .f : = `� " Exterior Paint QTY: 8.4 SQ-YD { Figure 1—Bleach Storage Tank N ■ Storageotes: Building is located within 10-inches of Special exterior wall on one side i .r , may. 3 +R Pt S ' • - ,.1.`t,"..rtti:41)2' '' 11:t.'n ' I C -- • -° Iectrical ..� . , -Breaker 3 '` ;- `-0 20 40 Feet , v6btlsaa.7..'M�."`r�1rn°.d � e a Figure 2—L Morage Tankocation and Bleachapof FeedBleach LineSt HDR Job No. 16-014 A2-Data Sheet-13 of 22 Magnolia Road Water Well #7 — Ammonia Storage Tank 3812 Magnolia _ Volume of Tank: 700 gallons Fasteners: ■ Ammonia Feed Line F 1- : Electrical Conduit (2) Power ■ Flow MeterSocketrackets B . : _ I ■ Ammonia Feed Pump Container �� Box ' 4yy � r Drain Outlet: 4 ,: a o ■ 1-1/4" SCH 40 PVC WI valve �.f. Ammonia Paint QTY. 23.8 SQ-YD G; Exterior Paint QTY: 8.4 SQ-YD Special Notes:-inch Figure 1—Ammage Tank Storage Building is located within 10es of exterior wall on side I] onia Storage f Electrical t Breaker,-;;I:,-,...-7:i-A. ,- :- - : ,,,. :-.1- *4,,.., i ,i { is Ox 0 20 QO Feet f a,v . lf+uYyglMly b aba. T. �o£ � 'Mat 1 B` - Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-14 of 22 Northwest Water Plant Pumping Station #11 — Bleach Storage Tank 1907 Almeda Road 7' ; -,' Volume of Tank: 2,500 gallons Fasteners: • Bleach Feed Line _ kl, • Electrical Conduit (3) �. 2 F ,10.1 gi ? yv} Power Socket ' ,. r Backup Bleach Feed Pump pi t — ' " g 1 "-Y Container Box - I Backu Bleach Feed Line i i= �" F 9 • Hose Rack { e j �. . i ,,i j 3 ,,,t, r- , — - . - , -.,--,,----A Drain Outlet: - . : I 1-1/4" SCH 40 PVC w/valve i --' •Y Y E y +.�i ' 1 Bleach Paint QTY: 35.3 SQ-YD Exterior Paint QTY: 16.5 SQ-YD Figure 1—Bleach Storage Tank Special Notes: ■ No Flow Meter and Brackets (I*'' Electrical " ` 1 '. Breaker �4 - 1.i us+.° = i a is ?, 4. !pull p!: , -....:,4,.'f.t,::':', 1 :k: 1 i 4 each n Z 8tT1 =� 0 `ui 'zo 40 ' -•.," 1,4 w,4.1 -, a— :7 n.,+s<.r-w s a t it,i.-irarn..r Cm.*\ Figure 2—Location Map of Bleach Storage Tank and Bleach Feed Line HDR Job No. 16-014 A2-Data Sheet-15 of 22 Northwest Water Plant Pumping Station #11 — Ammonia Storage Tank 1907 Almeda Road f �` ' Volume of Tank: 2,500 gallons „ 'I ` , Fasteners: �. • Ammonia Feed Line t_-. Electrical Conduit (3) • Power Socket I j z ,4 .,_ -- ,. _'° ,. ' ■ Backup Ammonia Feed Pump if Container Box <, �' • Backup Ammonia Feed Line Drain Outlet: - I • 1-1/4" SCH 40 PVC w/ valve i ` ,� .:{ Ammonia Paint QTY: 34.5 SQ-YD Exterior Paint QTY: 12.7 SQ-YD Figure 1—Ammonia Storage Tank Special Notes: ® No Flow Meter and Brackets .1 ` "Y N /144 Electrica 'r �0 ,Breaker �a r i'''",:w .iii\\ :.' ' : Feed! '1 , Pimp ° , r i t .. ° R $, ,. lotly f , t-A a,,. ° .: 0 0 20 k k 0 4^r-� `e. ' � c.��rc nr..�-.ro...�, ,.a-.w.cc�r.-,l* ,�.re"c ,.. Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-16 of 22 Liberty Road Water Well #6 — Bleach Storage Tank 3503 Liberty Drive rai.\ ! Volume of Tank: 700 gallons 4� _ '_ F } { t { 1 $ yid. ! >, ,; r , ` ., A ,, �tttYt. Fasteners: �' _ r f i • Bleach Feed Line f> 41� 11 =,t i • Ammonia Feed Line r, . ..„.. .f•y: -4 • Electrical Conduit (3) t �� ' t ,,,,,41.. • Power Socket - r. j . 4,; I' Flow Meter Brackets � �-- • Bleach Feed Pump Container -E - n � Box Drain Outlet: f ' 1' . ' • ''''''''-'V • 1-1/4" SCH 40 PVC w/valve _ d t -'. - i ; - "'• I Bleach Paint QTY: 24.5 SQ-YD i � � ` 4._ =s�.',.,; " Exterior Paint QTY: 8.7 SQ-YD 3 Figure 1—Bleach Storage Tank Special Notes: N/A Call.\ }r. '• te a • A",„ . „. . ,x , .. .. . .. ,,,:, ,t,„4.altorage,„,---,F:,s.t:,,-„: , -. — •,, ' ' 4 W °3 ti, A E�lectrica ti - rea r ' Lix. 6 - g d , $043 rit,„ „:, _ ,i.,1 ,..1,, , ,-1, ;-- 1.--, ' '' 4 ,':'44444—,:44‘' 4; - „„t 0 t, ''''‘,. "4 4 44 ' ' 't k , „.. ,. 7 „,11 NiNt { " -i 1Q 2. � ao Fea Figure 2—Location Map of Bleach Storage Tank and Bleach Feed Line HDR Job No. 16-014 A2-Data Sheet-17 of 22 Liberty Road Water Well ##6 — Ammonia Storage Tank 3503 Liberty Drive Volume of Tank: 700 gallons • Fasteners: 1 i,,,.,,:;.,,,4-;4,,,','3i,,uF.;'.\/';''.;1''.,;.-..*yi-4',?„,,-,‘f.xk,..; ■ Ammonia Feed Line ,' i ;, ,: ■ Electrical Conduit (3) ,- .; , -,a ' � Power Socket j: \' i. _ ‘i . . Flow Meter Brackets °I;; _ %w ryf Ammonia Feed Pump Container 1 4 ' E . ,4,r Box F Electrical Square Tube - " ■ Hose Rack Drain Outlet: ' � '�-v_ �° . .�C • 4" (replace1-1/ CAST with 1-1/4IRON" SCHw/ valve 40 PVC -- 4- . i r __ and valve) Figure 1—Ammonia Storage Tank Ammonia Paint QTY: 23.9 SQ-YD Exterior Paint QTY: 8.7 SQ-YD Special Notes: N/A . .dt . .}__.Y..t 'v ,� . c _. ".• . [)77 r ,..• ,..' •',4'..t." ' t" s. -1.1‘4.44.2tX,y • ' qi•• ° A ...., „Y f. - t. / r f r h , - ,,-,,,,,.-..t,,,,,,,,,,,,14 . .,..‘„,,i.. i_ Electrica ,., ,I. � ,.1.,� , '"',` ' ` 'Brea er ° 4 r u ,, - 'r t /4 ' om: 1 .. , 0 ,f ...', .,' -$,-- -,,,,rn --, „ , ,„-. fiiii .. 11y�r" —, i..:.. E It _ ----'+" Y -s ^� m+ r a.4' y is - 5 a' 17 y 0 10120 r, 40 Fet2 :fir p x € `�' p. ' - -- _ , w "tl` -� .€e, 'fiu ' ,, .ti x»...`k` -?art., Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-18 of 22 McLean Road Water Well #2 — Bleach Storage Tank 2838 McLean Road Volume of Tank: 700 gallons 1 to- z�(1.1\' r Fasteners: � awh .� Bleach Feed Line �kA4 X' - • Ammonia Feed Line ' ~ "`{ `j ' Electrical Conduit (2) E "` • Power Socket . ▪ Flow Meter Brackets � �' w per ■ Bleach Feed Pump Container t .t Box ..+, �- m I 1* ,„ ,� ; ' �'' Drain Outlet: ▪ 1-1/4" CAST IRON w/valve . .� . (replace with 1-1/4 Ss- 40 PVC ) a Bleach Paintand QvalveTY: 28.7 4.5 S SQQ--YDYD Figure 1—Bleach Storage Tank Exterior Paint QTY: Special Notes: N/A , Cliia . . . - . ,F afi Electrica •.) *W t",:....,:,44It,.T- ''-.4: --_:i T. "' w Breaker ! :I ,I'_.:., ' 1.1 i 0 : I-7r 4 t"r, 1' `I' BI c� i f i . � F� ' `� t. T • { '... : f:,,,, ' k _111 ' 1 ra [ g -y j �# w r#1 t 2(1 i0 rE .r1 "�', � x.' �r"X+i4rr ryy4ft,,3' 3+ B"' -_.Tlr,t*wA Figure 2 Location Map of Bleach Storage Tank and Bleach Feed Line HDR Job No. 16-014 A2-Data Sheet-19 of 22 McLean Road Water — Ammonia Storage Tank 2838Well McLea#2n Road Volume of Tank: 500 gallons ' = F Fasteners: s ',= ' ;` 1 ' ;Z t•'. ▪ Ammonia Feed Line /,,t:.,s',.•'-','...-.4.'.t_-,"4-.-'„_.i.'-,74.t_..4—a. t°°-•,; .r Electrical Conduit (1) '1 ': i — :_ a § x' 14 Flow Meter Brackets ■ Ammonia Feed Pump Container t ° x' '' ; Box -� --- Drain Outlet: ▪ 1-1/4" CAST IRON w/ valve (replace with 1-1/4" SCH 40 PVC and valve) i . ` Ammonia Paint QTY: 23.9 SQ-YD _z Exterior Paint QTY: 8.7 SQ-YD Figure 9-Ammonia Storage Tank Special Notes: N/A ,,., . . . -_ .„,,,. .t... . 0�" `, Electrica . • 4- A iti4 Breaker: :-*'.. , --.1---' .- 4' k:f.,* ,1/4-1 ,k r 3 n. ''tt1,F•-tLl“.1.ii13tI..;. "..irTa':a'',' 4.: ,-'°-,'''.•:'-14`„41,,'.1,',,,,'if t:4 1a.'''e*gt'„''*-•:'.-:- • t r3 � _ II , . 13F- 4.... r ifIIIr• " ' 10 20 40 Feet i ._. ,. az n'• ` - "ta3"` J f_" 'ram' �'Y[ 9 'a,"ia• Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line 16-014 HDR Job Na A2-Data Sheet-20 of 22 Southeast Water Well — Bleach Storage Tank 3945 Wells Drive (41"\' j Volume of Tank: 1000 gallons � . I �* : Fasteners: ▪ Bleach Feed Line 1 . i _ . ric V C(2) d t _ ContainerElectal Conduit Reader on ui • Power Socket v Flow Meter Brackets k Bleach Feed Pump Container 1 Box z . _° _1 t Extra Pipe Brackets 1 _ c a 4 '-' Drain Outlet 1-1/4" SCH 40 PVC w/valve } � Bleach Paint QTY: 28.3 SQ-YD i Exterior Paint QTY: 9.4 SQ-YD Figure 1—Bleach Storage Tank Special Notes: N/A ., � A. r € '' psi ai ° t h }gypj T ,.4-.-40 e%. ra 4 °ul i Bleach r 1:t storage »' f - r - Tank °° • -'.- Electrical A.= . ; N. Breaker fit FdjY ; ,,"l'' "- 54 iti ,,,,.. i,-..- .. 41C7 'es jeE rmt fk, d . LIL3 1 isu w= ' kc R a : . ``' ,' ,e ms Figure 2-Location Map of Bleach Storage Tank and Bleach Feed Line Clik\ HDR Job No. 16-014 A2-Data Sheet-21 of 22 Southeast Water Well — Ammonia Storage Tank 3945 Wells Drive Volume of Tank: 1000 gallons Fasteners: ■ Ammonia Feed Line r ' Chlorine Feed Line i ■ Electrical Conduit (2) ■ Flow Meter Brackets ; e -. „° 3 ▪ Ammonia Feed Pump Container iT BOX ', ▪ Extra Pipe Brackets I e } . ? Drain Outlet: ,= ■ 1-1/4" SCH 40 PVC w/ valve Ammonia Paint QTY. 27.7 SQ-YD __ M �__� - .,. Exterior Paint QTY: 9.4 SQ-YD Figure 1—Ammonia Storage Tank Special Notes: N/A ) ' ''r... ,,,,,. i,...— i ,.:.-1,,---,-,,,'-'',,-...,, -,,,, "---'..,42'=.'='',4,=„,:11-;:4=-,=:,%..lk'-=:, =-..,-; t � � ate" � �"� tki .0;•-kii,., i,i'ti- ifil F f : Electrical i Breaker _ a ,1 g� 1 44. x);,,,74.1,0411.,p5.,„„„;1,,,.,i1, � eet • k '>t�< ''-A ':4.� �.. -t. s1 `:'. '€tea, Figure 2—Location Map of Ammonia Storage Tank and Ammonia Feed Line HDR Job No. 16-014 A2-Data Sheet-22 of 22 Paint Quantity Worksheet (41 ''' }Interior Top , Ext Top Exterior;, CULLEN#9 25672 3392 2720 11220 SQ-IN 2529 Cullen Rd. Bleach 178.3 23.6 .18.9 77.9 SQ-FT _ 24 5 19.8 2.6 2.1 8.7 SQ-YD 4 `v' `,8 7, CULLEN #9 25672 2592 2720 11220 SQ-IN Amonia 178.3 18.0 18.9 77.9 SQ-FT -T- 23.9 19.8 2.0 2.1 8.7 SQ-YD 8.7 GARDEN#8 25280 3392 2720 10880 SQ-IN 13711 Suburban Garden Rd. Bleach 175.5 23.6 18.9 75.6 SQ-FT FT : . 24 2 _.- 19.5 2.6 2.1 8.4 SQ-YD 8 4 GARDEN#8 25280 2592 2720 10880 SQ-IN Amonia 175.5 18.0 18.9 75.6 SQ-FT 23.6.`- 19.5 2.0 2.1 8.4 SQ-YD 8.4 FM 518#3 25672 3392 2720 11220 SQ-IN 1801 Broadway Bleach 178.3 23.6 18.9 77.9 SQ-FT 24 5 19.8 2.6 2.1 8.7 SQ-YD ____8.7 ,_ , FM 518#3 25672 2592 2720 11220 SQ-IN Amonia 178.3 18.0 18.9 77.9 SQ-FT IT - 23 9. As 19.8 2.0 2.1 8.7 SQ-YD 8.7, SOUTH DOWN 21861 3040 3168 13464 SQ-IN 1003 E. Belgravia Bleach 151.8 21.1 22.0 93.5 SQ-FT 21.7 16.9 2.3 2.4 10.4 SQ-YD i _ , 10.4_- SOUTH DOWN 19521 2848 2976 12648 SQ-IN (01°N, Amonia 135.6 19.8 20.7 x 87.8 SQ-FT (A .19 6 15.1 2.2 2.3 9.8 SQ-YD 9.8 GREEN TEE#10 25672 3392 2720 11220 SQ-IN 2711 1/2 Tipperary Bleach 178.3 23.6 18.9 77.9 SQ-FT = 24.54 19.8 2.6 2.1 8.7 SQ-YD I 8.7 GREEN TEE#10 25672 2592 2720 11220 SQ-IN Amonia 178.3 18.0 18.9 77.9 SQ-FTy 23.9 19.8 2.0 2.1 8.7 SQ-YD 8.7 KIRBY 37120 5376 4224 6880 SQ-IN 3110 Kirby Dr. Bleach 257.8 37.3 29.3 47.8 SQ-FT 36.0 28.6 4.1 3.3 5.3 SQ-YD 5.3 ' KIRBY 23985 4192 3336 5400 SQ-IN Amonia 166.E 29.1 23.2 37.5 SQ-FT 24.3 18.5 3.2 2.6 4.2 SQ-YD ► 4.2 MAGNOLIA#7 25460 3408 2736 10944 SQ-IN 3812 Magnolia Bleach 176.8 23.7 19.0 76.0 SQ-FT [ 24.4 19.6 2.6 2.1 8.4 SQ-YD 8.4.. MAGNOLIA#7 25460 2608 2736 10944 SQ-IN Amonia 176.8 18.1 19.0 76.0 SQ-FT - 23.8 -� , ' 19.6 2.0 2.1 8.4 SQ-YD 8.4 NORTHWEST#11 38304 4160 3296 21440 SQ-IN 1907 Almeda Bleach 266.0 28.9 22.9 148.9 SQ-FT � _ 35 3 29.6 3.2 2.5 16.5 SQ-YD _ 16 5 =, NORTHWEST#11 38304 3168 3296 16480 SQ-IN �� Amonia 266.0 22.0 22.9 114.4 SQ-FT 34.5 29.6 2.4 2.5 12.7 SQ-YD 12.7 A3-Paint Quanitity Worksheet HDR Job No. 16-014 Page 1 of 2 Paint Quantity Worksheet LIBERTY#6 25672 3392 2720 11220 SQ-IN 3503 Liberty Dr. �" , Bleach 178.3 23.6 18.9 77.9 SQ-FT =.. z ~p,.24 5 19.8 2.6 2.1 8.7 SQ-YD .8..7., LIBERTY#6 25672 2592 2720 11220 SQ-IN Amonia 178.3 18.0 18.9 77.9 SQ-FT 23.9 19.8 2.0 2.1 8.7 SQ-YD I.,; a , _$7,. MCLEAN #2 25672 3392 2720 11220 SQ-IN 2838 McLean Rd. Bleach 178.3 23.6 18.9 77.9 SQ-FT 24 5 19.8 2.6 2.1 8.7 SQ-YD 18 7 . MCLEAN#2 25672 2592 2720 11220 SQ-IN Amonia 178.3 18.0 18.9 77.9 SQ-FT 1; 23.9 19.8 2.0 2.1 8.7 SQ-YD s t 8 7 e SOUTHEAST 29888 3792 3048 12192 SQ-IN 3945 Wells Dr. Bleach 207.5 26.3 21.2 84.7 SQ-FT �� a 28.3 23.1 2.9 2.4 9.4 SQ-YD La" r '9 4 SOUTHEAST 29888 2920 3048 12192 SQ-IN Amonia 207.5 20.3 21.2 84.7 SQ-FT is 27 7 23.1 2.3 2.4 9.4 SQ-YD ,.9 4 a Bleach Resistant Coating TOTAL SQ-YD -a;565 5 L Exterior Paint TOTAL SQ-YD p, 197 9 ' A3-Paint Quanitity Worksheet HDR Job No. 16-014 Page 2 of 2