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HomeMy Public PortalAboutGulf Coast Underground LLC1 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR PROJECT: Manhole and Wet Well Relining Rehabiltiation Services Contract Made this 02 day of ti 2013, between CITY OF CRESTVIEW (hereinafter called OWNER) and 6‘) I,C Coe^Sk U3,612briCoLiA /.LL (hereinafter called CONTRACTOR). Owner and Contractor agree as set forth in the following: 1.0 The Construction and Extent of Contract 1.1 Contractor accepts the relationship of trust and confidence established betweery it and Owner by this Contract. It covenants with Owner to furnish its skill and judgment in furthering the interests of Owner. It agrees to furnish labor and equipment only to complete the Project referenced above in this document. 1.2 This Contract represents the entire agreement between Owner and Contractor, and supersedes all prior negotiations, representations, or Contracts. This Contract shall not be superseded by any provisions of the documents for construction and may be amended only by written instructions signed by both Owner and Contractor. 2.0 Contractor's Performance 2.1 Provide regular monitoring of the schedule as construction progresses. Provide all management and supervision that is necessary for the completion of the Project. Contractor in no way may be held liable for any damages, monetary or otherwise, caused by the execution of this contract, with the exception of any and all work performed by Contractor or any direct employee of the Contractor. Contractor covenants with the owner to provide materials, labor and equipment in the execution of this contract for a period of three (3) years. 2.2 Where any Work is performed by Contractor's own forces, Contractor warrants that all materials and equipment included in such Work will be new, unless otherwise specified. With respect to the same Work, Contractor further agrees to correct all work defective in workmanship for a period of one year. No other warranty is expressed or implied. Owner hereby assumes liability and responsibility for all warranties from all suppliers, vendors and contractors not covered in this section. 2.3 Contractor reserves the right to sub -contract to himself any portion of this contract, at his own sole discretion, within the scope of any and all licenses held by same. 3.0 Performance Standards and Quality Assurance 3.1 All repairs and installations shall be completed in a neat and workmanlike manner and in accordance with the applicable codes and requirements. Equipment, materials, and parts supplied shall be new, of a quality conforming to current engineering and manufacturing standards, free of defects, and suitable for the intended service. Where applicable, repair and maintenance procedures, and activities shall comply with the standard operational and maintenance requirements detailed by "SpectraShield" Total System for Manholes (Brick/Concrete). 3.2 Contractor shall keep work sites clean and free of debris. When providing services, contractor shall maintain a level of cleanliness and neatness needed for proper execution of the work. Contractor shall keep newly installed work clean and protect it from damage. When services are complete, contractor shall clean the work site, in all areas disturbed by its activities, of rubbish, waste material and litter; remove all tools, equipment and surplus materials from the site, and remove any temporary protection and facilities installed during its services. Any surfaces and/or finishes that are damaged by contractor's work shall be patched, repaired and repainted to match surrounding area. Contractor also shall take precautions to protect trees, shrubbery, and sod at its service locations. Where such items are inadvertently destroyed or damaged, contractor shall replace or restore at its cost. 3.3 Contractor shall dispose of all waste promptly and shall comply with government regulations and other legal requirements when doing so. The contractor shall not dispose of volatile wastes such as cleaning compounds, primers and solvents; in storm or sanitary drains, on pavements or in gutters, or in a manner that will contaminate soils or be harmful to plant life at the service location. 3.4 Contractor shall take precautions to prevent fires and facilitate fire -fighting operations. Contractor shall store flammable materials in non-combustible containers and store away from fire sources, and shall remove flammable waste regularly from the work site. Contractor also shall carefully supervise operation of potential fire sources such as cutting and welding. 3.5 Contractor shall take precautions to prevent accidents due to physical hazards. Contractor shall provide barricades and signs as required to protect contractor's personnel and public from hazards and to inform them thereof. Barricades and warning signs shall comply with safety regulations. 3.6 Contractor shall provide and require use of safety equipment, clothing and accessories as required by its work activities and safety regulations. 4.0 Owner's Responsibilities 4.1 Owner shall provide, or cause to be provided, full information regarding his/her requirements for the project. Failure to completely provide all information in a timely manner hereby gives Contractor written consent to use his/her best judgment in any and all non -specified areas. 4.2 Owner shall secure and pay for necessary planning approval fees, easement, utility assessments, and use charges. 4.3 Owner shall furnish reasonable evidence satisfactory to Contractor that sufficient funds are available and committed for the entire cost of the Project. Unless such reasonable evidence is furnished, Contractor is not required to commence any work. 4.4 Obtain all building permits and special permits for the permanent improvements, including permits for inspection or temporary facilities required to be obtained directly by Contractor or by the various Subcontractors. Obtain certificates of approval from the authorities having jurisdiction. 5.0 Subcontracts 5.1 If Owner refuses to accept a Vendor or Subcontractor recommended by Contractor, Contractor shall recommend an acceptable substitute and the Price, if applicable, shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate Change Order shall be issued. 6.0 Changes in the Project 6.1 Owner, without invalidating this Contract, may order Changes in the Project consisting of additions, deletions, or other revisions, the Price and the Substantial Completion Date being adjusted accordingly. All such Changes in the Project shall be authorized by a Change Order. 6.2 Change Order is a written order to the Contractor signed by the Owner or his authorized agent issued after the execution of this Contract, authorizing a Change in the Project and/or an adjustment in the Price or the Completion Date. 6.3 Should concealed conditions, meaning conditions beyond those stated in this Contract or conditions anticipated by the Contractor, be encountered in the performance of the project, the Price and the Completion Date shall be equitably adjusted by Change Order on claim by Contractor made within thirty (30) days time after the first observance of the conditions. 6.4 Owner shall have authority to order minor Changes in the Project not involving an adjustment in the Price or an extension of the Substantial Completion Date and not inconsistent with the intent of the Drawings and Specifications. Such Changes may be effected by written order to the Contractor. 6.5 Owner and Contractor waive all rights against each other, Subcontractors, and their Subcontractors for damages caused by perils covered by insurance, except such rights as they may have to the proceeds of such insurance held by Owner and trustee. 6.6 Owner and contractor waive all rights against each other and the Subcontractors and their Subcontractors for loss or damage to any equipment used in connection with the Project and covered by any property insurance. 6.7 Owner waives subrogation against Contractor, Subcontractors, and their Subcontractors on all property and consequential loss policies carried by Owner on adjacent properties and under property and consequential loss policies purchased for the Project after its completion. 6.8 If the policies of insurance referred to in this Section require an endorsement to provide for continued coverage where there is a waiver of subrogation, the owners of such policies will cause them to be so endorsed. 7.0 Hours of Service 7.1 Normal business hours shall be considered from 6:30 a.m. to 5:00 p.m., Monday through Thursday except for the City's and the contractor's official holidays. Off -hours work will include the periods of 5:00 p.m. through 7:00 a.m., Monday through Thursday and all day on Friday, Saturday, Sunday and official holidays. 8.0 Termination of the Contract 8.1 If Owner terminates this Contract after the project has commenced, he shall reimburse Contractor for any unpaid proven Cost of the Project due him in accordance with previous paragraph. Contractor shall, as a condition of receiving the payment, execute and deliver all such papers and take all such steps, including the legal assignment of these contractual rights, as Owner may require for the purpose of fully vesting in him the rights and benefits of Contractor under such obligations or commitments. 8.2 Contractor shall not assign its interest in this Contract without the written consent of Owner. 8.3 The law of the place where the Project is located shall govern this Contract. 9.0 Contract Price and Time for Completion 9.1 This contract will be a set contract price for services for the period of three (3) years. (See quote for services attached to this contract). THE UNDERSIGNED AGREE TO ABIDE BY THE TERMS OF THIS CONTACT AND RELATED EXHIBITS SPECIFICALLY REQUIRED HEREIN. OWNER: CITY OF CRESTVIEW CONTRACTOR: GUW C-CIS"(( VtA.4 irpok.Q 0 By T7Pvi ke--(/ Sk, David Cadle, Mayor Atte QALLYN- ACZU? c/414:2 By Print/Type (President) Attest JedMK By Elizabeth M. Roy, City Clerk Print/Type (Secretary) Attes a A_idra/1 Attest CITY OF CRESTVIEW OFFICE OF THE CITY CLERK P.O. DRAWER 1209, CRESTVIEW, FLORIDA 32536 PHONE # (850) 682-1560 FAX # (850) 682-8077 HOLD HARMLESS AGREEMENT The Contractor, for and in consideration of a building permit issued by the City of Crestview, Florida, agrees to indemnify and hold harmless said City of Crestview, Florida, its officers, and Agents, from all claims, damages or expenses that the City of Crestview may be liable for which arise from the construction or doing of any work by the contractor within, the City of Crestview, Florida. The Contractor agrees to deliver to the licensing division of the City of Crestview, a Certificate of Insurance evidencing coverage for this Hold Harmless Agreement and showing the City of Crestview as an additional insured, and which further requires ten (10) days notice to the City of Crestview of any cancellation or reduction of coverage. Said certificate evidencing insurance coverage for the City of Crestview, shall be presented prior to the start of any work or construction on the project for which the building permit is to be issued. SIGNED IN CITY OF CRESTVIEW, OKALOOSA COUNTY, FLORIDA, THIS DAY OF Day STATE OF FLORIDA COUNTY OF OKALOOSA Monih Year SIGNATURE OF LICENSE HOLDER The forgoing instrument was acknowledged before me this Az/ day ofig-2 ice, 2013 I (A e 1 , Florida Drivers License ,' 49.33.a -7 Y� e�i(Ji G(il�, � (rnba�.rt ortta A. Scardina, Notary Public Commission #FF 1902 My Commission Expires June 29, 2017 NOTARY SEAL Loretta A Seerdira Commission �rn No. FF 191f2 Y Commission sion Expires June 29, 2017 OP ID: RB .A� �R� CERTIFICATE OF LIABILITY INSURANCE I DATE( 24/1I3 07/24113 THIS CERTIFICATE IS ISSUED AS A RATTER 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. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditlons of the policy, certain policies may require an endorsement. A statement on thls certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Phone: 251.473-9000 Thames Batre' insurance P. O. Box 6989 Fax: 251-073-9010 Mobile, AL 36660-0989 Lewis E. BevMe I.UNIALI NAME: Sandie Werneth PHONE FAX Ems• 251-643-7029 vic, No: 251-473-9000 e�Lo, ADDREss: sandieSthamesbatre.com PRODUCER CUSTOMER ID A: GCU LL-1 INSURER(S) AFFORDING COVERAGE NAIC i INSURED GCU, LLC dba Gulf Coast Underground 3158 Old Shell Road Mobile, AL 36607 INSURER A: National Union Fire Ins. Co. INSURER B : Admiral Insurance Company INSURER C : Starr Indemnity S Liability Co 38318 INSURER D : INSURER E : INSURER F • 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 LTR TYPE OF INSURANCE ADD?= INSR SUeM WV� POLICY NUMBER POLICY EFF (MM(DDIWW) POLICY EXP (MM(DDIYYYY) LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR ECC101003414-03 10/11/12 10/11/13 EACH OCCURRENCE $ 1,000,00C X DAMAGE I-0 RENIED PREMISES (Ea occurrence) $ 50 00C CLAIMS -MADE X MED EXP (Any one person) $ 5,000 X Pollution Liab PERSONAL 3ADV INJURY $ 1,000,00( X Contractual Liab GENERAL AGGREGATE $ 2,000,00( GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000,00C 7 POLICY 17f,) ,T P:r I -I LOC $ C AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS SIANCA003991-01 10/11/12 10/11/13 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,00C X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ _ $ B UMBRELLA LAB EXCESS LIAB X OCCUR CLAIMS -MADE EXS101005229-03 10/11/12 10/11/13 EACH OCCURRENCE $ 1,000,00C AGGREGATE $ 1,000,00C DEDUCTIBLE RhIENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, descnbe under DESCRIPTION OF OPERATIONS Yf N N / A WC009676730 10/11/12 10M1/13 X TORY L MITS ER EL EACH ACCIDENT $ 1,000,00C N E L DISEASE - EA EMPLOYEE $ 1,000,00C below E L DISEASE - POLICY LIMIT $ 1,000,00C DESCRIPTION OF OPERATIONS ( LOCATIONS f VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) Ref: Annual Sewer Maintenance Contract - Bic No. 12-0726 Additional Insured provision applies with respect to General Liability as per forms CG2010 0704 and CG2037 0704, attached, if required by written contract. CITY048 City of Crestview Public Services Dept 715 North Ferndon Blvd Crestview, FL 32536 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ^adL,.....tb O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD NOTEPAD INSUREDS NAME GCU, LLC dba GCULL-1 PAGE 2 OP ID: RB DATE 07/24/13 Worker's Compensation coverage extends to the following states for which a project begins during the policy term: AK, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, LA, ID, IL, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, NE, NH, NJ, NM, NV, OK, OR, PA, RI, SC, SD, TN, UT, VA, VT, WI, WV r; ADMIRAL GCU, LLC; dba: Gulf Coast Underground Endorsement Number: 17 Additional Insured — Owners, Lessees or Contractors — Scheduled Person or Organization This endorsement, effective 10/11/2012 attaches to and forms a part of Policy Number FEI-ECC-10567-00. This endorsement changes the Policy. Please read it carefully. In consideration of an additional premium of $Applied, this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organzzation(s): Location(s) Of Covered Operations Any person(s) or organization(s) whom the Named Insured agrees, in a written contract, to name as an additional insured However, this status exists only for the project specified in that contract. Those project locations where this endorsement is required by contract. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to 'bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 ISO Properties, Inc., 2004 GCU. LLC; dba: Gulf Coast Underground Endorsement Number: 18 Additional Insured — Owners, Lessees or Contractors — Completed Operations This endorsement. effective 10i 11 /2012 attaches to and forms a part of Policy Number FEI-ECC-10567-00. This endorsement changes the Policy. Please read it carefull). In consideration of an additional premium ofSApplied, this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations Am person(s) or organization(s) whom the Named Insured agrees, in a written contract to name as an additional insured. However, this status exists only for the project specified in that contract. Those project locations where this endorsement is required by contract. Information required to complete this Schedule, if not shown above. will be shown in the Declarations. Section II— Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule ofthis endorsement performed for that additional insured and included in the "products - completed operations hazard". CG 20 37 07 04 © ISO Properdes, Inc., 2004 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 • GOMEL, 'CHRISTOPHER J GCII LLC 3158 OLD SHELL ROAD MOBILE AL 36607 Congratulatibnsi With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to bbrbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you bette. For information about our services, please log onto www.moridalicense.com. Then; you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly. We •constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Flbride, and congratulations on your new license! DETACH HERE THIS DOCUMENT HAS A COLORED BACKGROUND • NIICROPRINTING • LINEMARKC° PATENTED PAPER �. . .•.Cs .. kf" G •'"4H ! _i I✓o•A Ca Ake V ?51—L-06-0583 s/ L(/2-t,GsgLi CITY OF CRESTVIEW DEPARTMENT OF PUBLIC SERVICES Bid No. 1 2-0726 Brona D. Steele Director of Public Services Joseph Carr Supervisor of Utility Maintenance/Sewer Division BID FORM Description of Pay Item Unit Unit Price Quantity Total 1 Mobilization EA "/06 nC j Manhole Lining 2a clean and prepare manhole for liner installation ; 100 2b install 500mii polymer liner in manhole SF SF - /:,,frl 00 100 got,, •-.- 2c Rebuild manhole with 1/2" cementitious liner (portland mix) SF ./i/. - - 100 /., ae. on //0.2. 2d Rebuild manhole with 1/2" cementitious liner (calcium acuminate mix) SF /5 e' r' 50 .-0 _ Wetwell Lining 3a Install 500mi1 polymer liner in 4-5' diameter wetvdell SF 3,; ,,. 200 cy 75 r. " 3b install 500mi1 polymer liner in 6-8' diameter wetwell SF , yti�'. �" c 200 c•g• 0 c..ro '� 3c install 500mil polymer liner in structures larger than 8' in diameter SF . 00 300 �" 67. r� 3d Rebuild structures with 1/2" cementitious liner (portland mix) SF _3* o 0 `� ig0e,- 3e Rebuild structures with 1/2" cementitous liner (calcuim aluminate mix) SF / 7. "0 100 co /7e4,. , 3f Hydroblast existing structure to prepare for liner installation 5F a:'. 3' a 1000 3g additional preparation to remove existing coating from structure SF 4/. 5-0 50 _i-,i-GEC. n c Misc. 4a Inject tube of polyurethane grout to stop leak in structure EA //,c 0 0 5 7tin.^ 4b rebuild concrete bench in 48" diameter structure EA . 3-0 • ,. ^ 5 . /1? 4c rebuild concrete invert in 48" diameter structure EA G 7 S� ct: 5 0' �� / ; a 4d manhole inspection and report EA f00 �s'- S 7S ,_ �D 4e set up bypass pumping EA. ' /3 0 0. •• c 5 -6 0 o. 0 4f 6" bypass pump l-IR _ f C- n a 5 /y: L' 0. c c' 4g flagman for traffic control I-1R /`s' cry S 9d"' 4h set plug in 12-24" lines EA 41 . ern 2 4i set plug in 36-48" lines EA ? .50 0 n 1 ?�0. c'' °?Se". 0 4i vac truck for debris removal HR 777 7 4'l0 5 p _ i C+L: li 7� SPECTRASHIELD Total System for Manholes (BrickiConcrete) PART I -v GENERAL 1.01 DESCRIPTION The vmrk described within details a complete program for manholes. This section details the methods, procedures, materials and equipment as required to produce `A Total System for Manholes". The completed system will provide a corrosion resistant liner to rehabilitate deteriorated manholes and prevent any further deterioration from hydrogen sulfide and other corrosive gasesia olds within the 1,vastevrater stream. 1.02 SUBMITTALS AJI materials and procedures required to establish compliance with the specifications shall be submitted to the owner/engineer for review/approval. Submittals shall include at least the following: 1. Descriptive literature, bulletins and or catalogs of materials. 2. work procedures including flow diversion plan, method of repair, etc. 3. Material and method for repair of leaks or cracks in manholes. 4. Final installation report on completed manholes. 1.03 10-YEAR LiMITED WARRANTY CCI SPECTRUM, Inc. (CCI) warrants its SPEC'TRASHEELD manhole, liner against failure for aperiod of 10 years. "Failure° will be deemed to have occurred if the protective lining fails to (a) prevent the internal damage or corrosion of the structure (b) protect the substrate and environment from contamination by effluent. If any such failure within 10years of initial completion of work by CCI on a structure, CCI Will repair the damage and restore the lining at no cost to the Owner within 80 days after written notification of the failure. "Failure" does not include damage resulting from mechanical or chemical abuse or act of God, Mechanical or chemical abuse means exposing the lined surfaces of the structure to any mechanical force or chemical substance not customarily present or used in Connection with structures of the type involved. CCI makes no warranties express or implied other than those specifically stated in this section 1.03. Any liability for consequential and incidental damages is expressly disclaimed. CCI's liability is limited to and shall not exceed the purchase price paid. 1.04 QUALITY ASSURANCE A. The manufacturer andlor installer of the total liner system of manholes shall be a company that specializes in the design, manufacture or installation of corrosion protection systems for manholes. Installer shall be completely trained in leak repair, surface preparation and corrosion materials application on manholes. Corrosion materials/products shalt be suitable for installation in a severe hydrogen sulfide environment vithout any deterioration to the liner. B. To ensure total unit responsibility. all materials and installation thereof shall be furnished and coordinated with/by one supplierfinstallen;,ho turnkeys the work and assumes full responsibility for the entire operation. PART II - PRODUCTS 2.01 MATERIALS AND EQUIPMENT A_ The materials to be utilized in the lining of manholes shall be designed and manufactured to veithstand the severe effects of hydrogen sulfide in a wasteveater environment !Manufacturer of corrosion protection products shall have long proven experience in the production of the lining products utilized and shall have satisfactory installation record. B. 3000 psi hydro blasting equipment shall be suited to remove corroded materials from the existing concrete/brick structure. C. Equipment for installation of lining materials shall be high quality grade and be es recommended by the manufacturer. D. The lining system 10 be utilized for manhole structures shall be a multi -component stress panel liner .system as described below: 1. Liner. Installation Liner Moisture barrier hylodified Polymer Surfacer Polyurethane/Polymeric blend Final corrosion barrier Modified polymer 2. Modified polymer shall be sprayable, solvent free, two -component polymeric, moisture/chemical barrier specifically developed for the corrosive wastewater environment. TYPICAL CHEMICAL ANALYSIS "A" Component Viscosity, 77` F, cps., A STM 0-1633 300-4.00 Physical State Liquid Color Clear to amber Hygroscopicity Reacts with water "B" Component Viscosity, 1E0' F, cps., ASTh:I D-1638 400-000 Physical State Liquid Color Flamingo Pink Non -Volatile 1 0i]% Reaction Profile (100 grams, 175° F sample) Gel Time, seconds 1-2 Tack Free Time, seconds 15 Cure Time, seconds 30 Pracessing A System 1 G System, volume ratio 1.00 1 1.00 TYPICAL PHYSICAL PROPERTIES Tensile Strength (PSI) ASTM D412 4280 Floagation (%) ASTM D412 200 100% Modulus ASTM 10412 2200 300 °10 Modulus ASTM D412 2600 Tear Strength (P1.1) ASTM D2240 350 Hardness (shore D ) ASTM D1737 60D Flexibility (118 "Mandrel) ASTM D1737 Pass Flashpoint CF) ASTM Pensky-Martin >200 Taber Abrasion (mg loss) ASTM D4060 52 3. Polyurethane Rigid Structure, low viscosity two -component, containing flame retardants. TYPICAL CHEMICAL ANALYSIS "A" Component Viscosity, 77" F, cps., ASTM D-1638 200 Physical State Liquid Color Dark Brown Hygroscopicity Reacts with water and evolves CO2 gas "B" Component Viscosity, 77° F. cps., ASTM D-1638 600-1000 Physical State Liquid Color Tan Hygroscopicity Absorbs water rapidly thus changing ratio Reaction Profile (100 grams, 77' F sample) Cream Time, seconds 1-4 Tack Free time, seconds 5-6 Rise Time, seconds 6-10 Processing A System 1 8 System, volurna ratio 1.G01 1.00 4. Total thickness of multi component stress panel liner shell be a minimum of 500 mils. Product shall be SPECTRASHIELD, by CCI Spectrum, Inc. ti PART III - EXECUTION 3,01 INSPECTION Prior to conducting any work, perform inspection of structure to detenriine need for protection against hazardous gases or oxygen depleted atmosphere and 1he need for flow control or flow diversion. Submit plan for flow control or bypass to owner/engineer far approval prior to conducting the work. 3.02 SURFACE PREPARATION A, Conduct surface preparation program to include monitoring of atmosphere for hydrogen sulfide, methane, low oxygen or other gases, approved flow control equipment, and hydro blasting equipment. B. Hydro blasting equipment shall remove all corrosion from structure. Final product shall be a cleaned, dry surface ready for liner application. C. After completion of surface preparation, blasting phase, perform the seven point check list, which is the Inspection for: 1. Leaks 5. Ring and Cover condition 2. Cracks 6. Invert [condition 3. Holes 7, Inlet and Outlet Pips Condition 4_ Exposed Reber D. After the defects in the structure are identified, repair all leaks with a chemical or hydraulic. sealant designed for use in field sealing of ground water. Severe cracks shall be "repaired with a urethane based chemical" sealant. Product to be utilized shall be as approved by ownerfengineor prior to installation, Repairs to exposed rebar, defective pipe penetrations or inverts. etc, shall be repaired utilizing non -shrink grout or approved alternative method. 3.03 MATERIAL INSTALLATION A. The limits of the corrosion protection system shall be all exposed concretelbrick surfaces including walls, tap sections, risers, etc„ unless otherwise directed by the omeriengineer. 13. Application of multi -component system shall be in strict accordance with manufacturer's recommendation. Final Installation shall be a minimum of 500 mils. A permanent identification numbor and date of work perfcirrrted shall be affixed to the structure in a readily visible location. C. Provide final written report to owner/engineer detailing the location, date of report, and description of repair. 3,04 INSPECTION Final concretoibrick structure corrosion protection system shall be completely free of pinholes or voids, Entire exposed concretelbrick surface shall be protected with corrosion protection system. Liner thickness shall be the minimum value as described here. 3.05 REPAIR OF DEFECTS All defects identified during inspection such as pinholes, low film millage, etc. shall be repaired with same material. ( `Cf Spectrum, inc. res rvn the rights to ell;in z or amend specification•; ; ithou', prior written notice. (Reviscil 03M4) SPECTRASHIELD Total System for Large Wastewater Structures PARTI- GENERAL 1.01 DESCRIPTION The work described within details a complete program for wet wells, treatment plants or other large wastewater structures. This section details Me methods, procedures, materials and equipment as required to produce "A Total System for Large Wastewater Structures-. The completed system will provide a corrosion resistant liner to rehabilitate deteriorated structures and prevent further deterioration from hydrogen sulfide and other corrosive gases/acids within the wastewater stream. 1.02 SUBMITTALS All materials and procedures required to establish compliance with the specifications shall be submitted to the owner/engineer for review approval. Submittals shall include at least the following: 1. Descriptive literature, bulletins and or catalogs of materials. 2. Work procedures including flow diversion plan, method of repair, etc. 3. Material and method far repair of leaks or cracks in concrete structures. 4. Final installation report on completed structures. 1.03 10-YEAR LIMITED WARRANTY CCI Spectrum, Inc. (CCI) warrants its SPECTRASHIELD wastewater structure liner against failure for a period of 10years. "Failure' will be deemed to have occurred if the protective linerfaits to (a) prevent the internal damage or corrosion of the stricture (b) protect the substrate and environment from contamination form effluent. If any such failure within 10 years of completion of work by CCI on a structure, CCI will repair the damage.: and restore the lining at no cost to the Owner within 80 days after written notification of the failure. "Failure" does not include damage resulting from mechanical or chemical abuse or act of Cod. Mechanical or chemical abuse exposing the lined surfaces of the structure to any machanicaI force or chemical substance not customarily present or used in connection with the structures of the type involved_ CCI makes no warranties express or implied other than those specifically stated in this section 1.03. Any liability far consequential and incidential damages is expressly disclaimed. CCI's liability 1s limited to and shall not exceed the purchase price paid_ 1.04 QUALITY ASSURANCE A. The manufacturer andlor installer of the total liner system of concrete structures shall be a company that specializes in the design, manufacture or installation of corrosion protection systems for concrete structures including weh ells, junction chambers, etc. Installer shall be completely trained in leak repair, surface preparation and corrosion materials application on concrete structures. Corrosion materiels?products shall be suitable for installation in a severe hydrogen sulfide environment without any deterioration to the liner and shall completely prevent the breakdown of concrete surfaces. E. To ensure total unit responsibility, all materials and installation thereof shall be furnished and coordinated with/by one supplier/installerwho turnkeys the work and assumes full responsibility for the entire operation. Gel Time., seconds 'Park Free Time, seconds Cure Times. seconds PROCESSING A System ! B System. volume ratio PART H - PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. The materials to be utilized in the lining of concrete structures shall be designed and manufactured to withstand the severe effects of hydrogen sulfide in a wastewater environment. Manufacturer of corrosion protection products shall have long proven experience in the production of the coating products utilized and shall have satisfactory installation record. B. Abrasive blasting equipment or high pressure (= 35,000psi) hydro blasting shall be suited to completely remove deteriorated concrete and hard contaminants from the existing concrete surfaces. Containment unit to capture spent abrasive material shall be provided unless otherwise approved by the ownertengineer. C. Equipment for installation of lining materials shall be high quality grade and be as recommended by the manufacturer. D. The lining system to be utilized for concrete structures shall be a multi -component stress panel liner system as described below: 1. Liner, In sta Itati o n Moisture displacement barrier Moisture barrier Surfacer Final corrosion barrier 2. Primer shall be 100% solids Liner Primer Modified Polymer PolyurethanelPolyitleric blend Modified polymer 3. Modified polymer shall be sprayable, solvent free, two -component petymeric, moisture! chemical barrier specifically developed for the corrosive wastewater environment. TYPICAL CHEMICAL ANALYSIS "A" Component Viscosity, 77° F, cps., AST' TO 0-1633 Physical State Color Hygroscopicity "B" Component Viscosity, 130° F. cps., ASTM D-1638 Physical State Color !Jon-Votati Ie 300-400 Liquid Clear to amber Reacts with water 400-600 Liquid Flamingo Pink 100% REACTION PROFILE (100 grams, 175° F sample) 1-2 15 30 1.0011.00 TYPICAL PHYSICAL PROPERTIES Tensile Strength (P 5I) ASTM D412 Elongation (%) ASTPy1 D412 100% Modulus ASTM D412 300 4o Pvlodulus ASTM D412 Tear Strength (PLI) ASTM D2240 Hardness (shore D ) ASTPk1 D1737 Flexibility Of 5 "Mandrel) ASTM D1737 Flashpoint CF) PsSTM Pensky-Martin Taber Abrasion (mg loss) ASTM D4060 4280 200 2200 2600 350 60D Pass >200 52 4. Polyurethane Rigid Structure- lowviscositytwo-component containing flame retardants TYPICAL CHEMICAL ANALYSIS "A" Component viscosity, 77° F, cps„ ASTP,1 D-1638 Physical State Color Hygroscopicity "B" Component Viscosity, 77° F, cps„ ASTM D-1038 Physical State Color Hygroscopicity 200 Liquid Dark Brown Reacts with 'water and evolves GO2 gas 600-1000 I-iq a id "Fan Absorbs water rapidly thus chancing ratio Reaction Profile (100 grams, 77° F sample) Cream Time, seconds Tack Free time, seconds Rise Time. seconds Processing A System 1 3 System, volume ratio 1-4 5-8 CA 0 1.00 / 1.00 5. Total thickness of multi -component stress panel liner shall be a minimum of 500 mils. Product shall be SPECTRASHIELD by CCI Spectrum, Inc. PART III — EXECUTION 3.01 INSPECTION Prior to conducting am/work, per form inspection of structure to determine need for protection against hazardous ,yeses or oxygen depleted atmosphere and the need for flow control or flow diversion. 3.01 INSPECTION (can't) Submit plan for flow control or bypass to owner`enyineer for approval prior to conducting the work. i 3.02 SURFACE PREPARATION A. Conduct surface preparation program to Include rnonitr ring of atmosphere for hydrogen sulfide, methane, lour oxygen or other gases, approved flour control equipment. and abrasive blasting equipment. B. Hydro blasting (min 20,000 p.s.i) or abrasivo blasting equipment shall remove all deteriorated concrete, hard contaminants, localized micro-organisms and gas contaminants, frorn the concrete walls. floors or other structures. Final product shall be cleaned, exposed and virgin concrete aggregate ready for rehabilitation material. C. After completion of surface preparation., blasting phase, perform the seven point check list, which is the inspection for: I , Leaks 5. Ring and Cover condition 2. Cracks G. Invert Condition 3. Holes 7. Inlet and Outlet Pipe Condition 4. Exposed Reber D, After the defects in the structure are identified, repair all leaks with a chemical or hydraulic sealant designed for use in field sealing of ground water. Severn. cracks shall be "repaired with a urethane based chemical' sealant. Product to be utilizes shall be as approved by owner/engineer prior to installation. Repairs to exposed repar, defective pipe penetrations or inverts, etc. shall be repaired utilizing non -shrink grout or approved alternative method. E. Prior to application of final liner application, if required, re -blast the entire structure and remove all abrasive materials. 3.03 MATERIAL INSTALLATION A. The limits of the corrosion protection system shall be all exposed concrete/brick surfaces including walls, tap sections, risers, etc; unless otherwise directed by the owner/engineer. B. Application of multi -component system shall be in strict accordance with manufacturers recommendation_ Final installation shall be a minimum of 500 mil:. A permanent identification number and date of work pe.rformed shall be affixed to the structure in a readily visible location. C. Provide final written report to owneri engine. r detailing the location, date of report, and description of repair. 3.04 INSPECTION Final concrete/brick structure corrosion protection system shall be completffyfree of pinholes or voids. Entire exposed concrete/brick surface shall be protected with corrosion protection system. Liner thickness shall be the minimum value as described here. 3.05 REPAIR OF DEFECTS All defects identified during inspection such as pinholes, Imv fi!m millage, etc. shall be repaired with same material. (:C:f Spectrum. inc. reserves tlrc riglit to change or amend specifications without prior written notice, (Revised 03/04i ity of Cresgiview Office of the City Clerk P. O. Box 1209, Crestview, Florida 32536 Phone # (850) 682-1560 Fax # (850) 682-8077 July 25, 2013 Mr. Spencer Tuell Gulf Coast Underground 3158 Old Shell Road Mobile, AL 36607 Re: NOTICE TO PROCEED "Manhole and Wet Well Relining Rehabilitation Services" Dear Mr. Tuell, This is the notice to Gulf Coast Underground has been awarded the Services Contract for "Manhole and Wet Well Relining Rehabilitation Services" You are notified that the Contract was approved by the Crestview City Council on July 22, 2013. The Contract will commence on July 25, 2013 and will run for a period of three (3) years. Your City contact for this work is Joseph Carr, Maintenance Supervisor, 850-682-6132. Please contact him before you commence work to coordinate your schedule. Regards, ff� ` Elizabeth Roy, City Clerk City of Crestview