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Contract 53182
FORT WORTH 6 20 CONTRACT FOR Fi C15E� �� THE CONSTRUCTION OF el l Y SECREVAw CONTRACT W. ) 2019 Storm Drain Rehabilitation Betsy Price Mayor David Cooke City Manager William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department 2019 Halff Associates, Inc. TBPE Firm Registration No. F-312 4000 Fossil Creek Boulevard Fort Worth, Texas 76137 817-764-7516 Matt Stahl, P.E. (#123193) F 1i.�4 tt ...A.!"+... .!. s4..M.�4P 14ATTHEW SEAN STAHL ... ere.... u•. .......aN.....4 -o.. 123193 4 0FROAL ROCORI)l I crry SECRETAW F,oRTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION€ DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Proposers 0021 13 Instructions to Proposers 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 005243 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 013216 Construction Progress Schedule 01 32 33 Preconstruction Video 013300 Submittals 0135 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 0157 13 Storm Water Pollution Prevention Plan 0158 13 Temporary Project Signage 01 60 00 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 7423 Cleaning 01 7719 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Division 33 - Utilities 33 31 12 Cured in Place Pipe (CIPP) 33 31 22 Slip Lining 33 31 23 Pipe Enlargement 33 31 24 Spiral Wound Lining 33 31 25 Geopolymer Lining 33 31 26 Epoxy Lining 3331 27 Cementitious Lining Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's BIM360 site at: h s:// roiec oint.buzzsaw.com/fortworth ov/Advertised/102094%20%20Storm%20Rehab? ublic Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 0334 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 2605 10 DemoIition for EIectrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 1000 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 312400 Embankments 31 25 00 Erosion and Sediment Control 313600 Gabions 313700 Riprap Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 320129 Concrete Paving Repair 32 1123 FIexible Base Courses 32 1129 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 1137 Liquid Treated Soil Stabilizer 32 1216 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 3216 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 3231 29 Wood Fences and Gates 3232 13 Cast -in -Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 3301 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 0523 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 1210 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber -Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 33 1240 Fire Hydrants 33 1250 Water Sample Stations 33 1260 Standard Blow -off Valve Assembly 33 31 12 Cured in PIace Pipe (CIPP) 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 3331 50 Sanitary Sewer Service Connections and Service Line 3331 70 Combination Air Valve for Sanitary Sewer Force Mains 3339 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber (WAC) 33 3960 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 3341 12 Reinforced Polyethlene (SRPE) Pipe 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 3349 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3441 10 Traffic Signals 3441 10.01 Attachment A — Controller Cabinet 3441 10.02 Attachment B — Controller Specification 3441 10.03 Attachment C — Software Specification 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 3441 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, September 24, 2019 REFERENCE NO.: "IM&O 19-0183 LOG NAME: 20STORMDRAINREHABPROGRAM2019 SUBJECT: Authorize Construction Contracts with PM Construction &, Rehab, LLC and Vortex Services, LLC, Each In aft Amount Up to S2.000,000 for th a Rehabilitation andlor Improvement of ExistIng Stormwater Systems, (ALL COUNCIL DISTRICTS) RECOMMENDATION, It 3s recommended that the City Councll: 1. Authorize a contract with PM Construction & Rehab, LLC, In an amount up to $2,000,000 for the rehabilitatlon andfor Improvement of existIng Stormwater systems with the option to renQw the carltract up to two times under the same terms, condlitions and unit prices, provided sufficient funding has been appropriated; and �. Authorize a contract with Vortex Services, LLC, in an amount up to $2,000,000 for the rehabilitation anftr improvement of existing S torrnwaler systerns with the option to renew the contract up to two times under tine same terms, conditions and unit prices, provided sufficient funding has been appropriated. DISCUS 1QN: The Transportation and Public Works Department Storrnwater Management Divlslon ( WI D) is Implementing a program for the proa c;Vve rehabilitation of acing storm drain infrastructure. The SVVMD determined that it wou[d be benericial to have on -call, unit price contracts to expedite the completion of easy -to -define projects as well as provide a quick response cmpabil1ty to emergent needs. This project was advertised In the Tort Worth Star -Telegram on ,tune 13. 2019 and Mane 20, 2019. On July 11, 2919, three proposals were received. One proposal did not submit a complete proposal and was deemed port -responsive_ The proposals were ravie ed by an evaluation committee consisling of Staff[Staff Augmentatlon from the TPW/Capital Dellvery Division. The proposals from PM Oonstruckfon & Rehab, LLC, and Vortex Services, LLC, were found to he reasonable and responsive and presented the best value to the 011y. PIM Construction & Rehab, LLC proposed on CIPP. Pipe Enlargement, and Geopolymer Lining units, Vortex Servicas, LLC proposed on the Geopelymer Lining unit. The costs cited were based can h pothetitlal quantities for the purpose of establlshIng unit prises for each work item. The price of each work order for both contracts wall be based on the Chill prices proposed. Final payments will be made based on actual measured quantities at those proposed pries. Funding will be verified individually for each work order task prier to Its release. The cumulative arnount of all work order tasks in each contract wilt be $2,000,000 per contract_ The initial term of the contracts will last untll work is completed or expenditure of funds, whichever occurs fiat. The contracts May be renewed up to 2 times under the sapie terms, conditions and unit prices. Dthvr budget items beyond the construction contract amount include $400,000 for material testing, inspection., survey and project management, and $ 00,000 for contingencies. The lotal budget for the program is $4,600.000. MVVBE OFFICE: PM Construction & Rehab, LLC is in compliance with the ity's BIDE Ordinance by cone itting to 0\% MBE paa-licipation and docur enting goad faith effort. PM Canstruclion & Rehab. LLC fderklified several subcontracting and supplier opportunities. However, the firms contacted In the areas idenlilied d1d not respond or did not submit the lowest blds. The City's MBE goal on this project Is 1 M%. MWBE OFFIOE. Vortex Infrastruclure Holdings is in compliance wlth the it 's BIDE Ordinance by commlitIng to 6�% MBE participation on this project, The City's MBE goni can this project is Ia\%. PROPOSERS - UNIT 1+8 - CIPP PM Construction & Rehab, LrLr PROPOSERS RS - UNIT 3+8 - PIPE ENLARGEMENT PM Construclion & Rehab, LL PROPOSER - UNIT 5+8 - OEOPOLYMER LINING Vortex Services, LLrC PM Construction & Rehab, L.L.0 PROPOSERS - UNIT 6+8 - EPDXY LINING DFW Infrastructure, Inc. PROJECT COST DESCRIPTION AMOUNT AMOUNT 13,5g4r74 AMOUNT $4,177,364 AMOUNT ,8,300 10,170,$84 AMOUNT Non -Responsive PM Construction & Rehab, LLC $2,000,000 Vortex Sarvices, L_LC $2,000,000 Contingencies, Construction Management, Surveying, Inspection, Materlal Testing W0,000 TOTAL PROJECT BUDGET $4,600,000 These wntracts are located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION I rgE IFICATION: The director of Finance carliftes that funds wlIl be available in the varlous cupllal projects lands on a project by project basis and that prior to an exp8nditure being made, the departmer 1. has the responsibility to VaIldate the availability of funds. Approval of this recornmendation roes not result lil arty additional appropriations, FUND IDENTIFIERS (FICs): Ound Dapartmen ccoun Project i;�rcograrnAc6tiuityr Bud5get ID ID I I I Year Reterence # ( her P0! 2 FROM i!*and Department Account Project I rogramActi#ter Budget Ref efertce #A�ont f ID ID _ Yea(Chartfleld ). Submitted for City Manager's Officer_ Dana Burghdoff (8018) (2rig' n ati g. Department Head: William Johnson (7801) Additional Information Contact Linda Young (2485) AT]'A HM NT 1..J907 9 M Q E C omnmp�@ nCe- WMO_- PM �I lru ti n. (F InwnpRj . 1907 9 Mf3ECog] pI!ance Merno - Vortex eN- ices.p-d# (C FW Internal) . 0SVV STORM REHAB FID Lablo Aug�,st-� 019.doox (CFW Intemal) 4. Forgi 1295e '#ioa a EM Cgnstruction.pj�f (CFW lnlsrnal} 5. Form 1295 Certificate Vortex.pddf (CFW Internal) 6. Fund 52002 Ayailabilrtyr PN (CrVV Inlernal� 7.. .ar Res�Cs PMC.O�1str.UCUion. (Pubilo) 8. _--Vo. x.W (Public) CITY OF FORT WORTH ORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO: 1 2019 STORM DRAIN REHABILITATION CITY PROJECT NO. 102094 ADDENDUM RELEASE DATE: June 20, 2019 PROPOSAL RECEIVED DATE: July 11, 2019 The Plans, Specifications and Contract -Documents for the above referenced project are hereby revised and amended as follows: 1. A pre -proposal meeting was held on 6/25/2019 and the following items were discussed: a. A brief overview of the project was given. b. The following questions have been received from prospective proposers: i. "Does the proposer need to submit on all seven rehabilitation methods?" No, proposers can submit on one or more rehabilitation types at their option. Proposers are reminded that for each rehabilitation method(s) they do submit on, they should also submit the corresponding Unit 9 proposal item for Non -Standard Items. ii. "Is this an on -call contract?" This RFP is to establish unit pricing to be used as the basis for negotiating potentially multiple contracts under this RFP for on -call projects. iii. "Are we competing against CIPP, slip lining and geopolymers for the same pipe segments or has each rehab method been specified for specific reaches and it will be a bid to bid comparison as to which contractor is the lowest responsible bidder?" The City.will determine which proposer offers the best value for the rehab specific contracts developed from this RFP. Once specific projects are identified and funded, the City will issue a Work Order to the Contractor to perform the work. The City will select the rehab method it views as the best for each specific project. c. It was clarified that no pre -qualification is necessary for this RFQ. d. The following questions from meeting attendees were discussed. i. "Do you intend to award this contract to multiple contractors?" Yes, there could be up to 7 contractors selected. ii. "Are "or equal' rehab methods allowed?" The seven rehab methods as defined in the Contract Documents are the only methods allowed at this time. Within those specific methods, alternative materials may be considered. The Contract Documents address how to submit "or Al Addendum No. 1 2019 Storm Drain Rehabilitation City Project Number 102094 Equal" materials. iii. "Explain the $2,000,000 cap per year." This is the maximum expected amount to be spent annually but depends upon available funding. iv. "Due to the range of bonding insurance costs that is associated with the size of the contract, can more guidance be provided on this to make proposal costs more accurate? In particular, how big might a contract be if a proposer is successful in being the best value for more than one rehab method?" For the purposes of proposing, proposers should assume their bond insurance shall be for a $2,000,000 contract. v. "If a proposer gets selected for multiple rehab methods, how much would be spent?" This is dependent upon available funding. vi. "If a proposer is selected for multiple rehab methods, would only one contract be issued?" Yes, in this situation, it is likely only one contract would be agreed to and would include all methods for which the proposer was selected. vii. "Discuss the process details after the City releases a project." It is anticipated that work orders) will be issued once contract(s) are finalized. Several projects have already been identified and are generally ready to go forward. It is anticipated that the first project will begin construction in November 2019. Typically, these contracts will NOT be used for emergency work. viii. "What are the number of times that the contract can be renewed?" Two. ix. "Conducting pipe enlargement rehab on arched pipes, or pipes that are 48-inch in diameter may not be feasible or will be very expensive." It has been decided to remove these from the Proposal Form. Replace the entire Proposal Form Section 00 42 43 with the version enclosed herein (Revised document has been posted to Buzzsaw). x. "Mobilization costs can vary with degree of local resources, type of rehab method, and amount of rehab work (pipe length) per Work Order. Can additional guidance be'biven to make the mobilization costs more realistic?" The Proposal Form has been modified to include multiple mobilization bid items per rehab method (unit). As stated above, replace the entire Proposal Form Section 00 42 43 with the version enclosed herein (Revised document has been posted to Buzzsaw)_ e. The agenda and sign -in sheet from the pre -bid meeting are included with this addendum. 2. The Bid Documents Package Folder Contents Checklist has been removed from the Contract Documents contained on Buzzsaw. This document was originally posted in error and is no longer part of the Contract Documents. 3. Clarification that Pipe Enlargement will NOT be an acceptable rehab method for corrugated metal pipe. A-2 Addendum No. 1 2019 Storm Drain Rehabilitation City Project Number 102094 4. Clarification that for each rehab method that proposers submit on, the corresponding Unit in the Proposal Form must be completely filled with pricing for all Bid Items in the Unit, including the corresponding Unit 0. 5. The Specifications are amended as follows. Revised specifications from the applicable specifications are attached to this addendum (except where noted): a. Replace the Table of Contents section with the version enclosed herein (Revised document has been posted to Buzzsaw). b, The link to Form 1295 has been revised in Section 00 11 1.3. The section is enclosed herein (and has been posted to Buzzsaw). c. Section 00 21 13 is enclosed herein, since it was not immediately posted to Buzzsaw when the project first advertised (and has been posted to Buzzsaw). d. The link to the CIQ and CIS forms have been revised in Section 00 35 13 (NOT attached). This Addendum No. 1 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Bid Form Section 00 4100 (3) Indicate in upper case letters on the outside of the sealed bid envelope; "RECEIVED & ACKNOWLEDGED ADDENDUM NO. I P" Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: Title: A-3 By: lkc�3ft—nett, P.E. Prc76 ct Manger, TPW Department City of Fort Worth, Texas Addendum No. 1 2019 Storm Drain Rehabilitation City Project Number 102094 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 2019 STORM DRAIN! REHABILITATION CITY PROJECT NO. 102094 ADDENDUM RELEASE DATE: July 2, 2019 PROPOSAL RECEIVED DATE: July 11, 2019 The Plans, Specifications and Contract Documents for the above referenced project are hereby revised and amended as follows: 1. Clarification that the Minority Business Enterprise Goal for this project is 10%, as noted in Section 00 21 13 Instructions to Proposers. 2. Clarification that the pipeline diameters noted in 00 42 43 Proposal Form Unit Price pertain to the inside diameter/dimension of the existing pipe to be rehabilitated. Additionally, the Owner desires the finished diameter of rehabilitated pipe to retain the largest diameter/dimension possible as allowed by the applicable specifications. 3. Clarification that certain technical specifications in the Bid Documents contain blue colored text that is intended as a "note to the specifier" where customization is required for the specific project. Since this is a Best Value procurement not based upon a specific project, those notes have not been customized. For the Executed Contract Documents, note to specifier language and blanks will be appropriately customized for the specific project or Work Order. For the purpose of preparing Proposals only, the following specifications are clarified: a. 00 73 00 Supplementary Conditions -- For the purposes of preparing the Proposal only, assume no easements, etc. are to be acquired. b. 31 23 16 Unclassified Excavation — For the purposes of preparing the Proposal only, assume excavation will be measured by plan quantity. Use the quantity shown in the Bid Form, Unit 8. c. 3123 23 Borrow - For the purposes of preparing the Proposal only, assume excavation will be measured by plan quantity Use the quantity shown in the Bid Form, Unit 8. d. 31 24 00 Embankments - For the purposes of preparing the Proposal only, assume excavation will be measured by plan quantity Use the quantity shown in the Bid Form, Unit 8. e. 33 31 50 Sanitary Sewer Service Connections and Service Line — For the A-1 Addendum No. 2 2019 Storm Drain Rehabilitation City Project Number 102094 purposes of preparing the Proposal only, assume sanitary sewer service will be measured according to Item 5. Sewer Service Reconnection. Use the quantity shown in the Bid Form, Unit 8. 4. Clarification that for bidding purposes assume a 1-inch thickness for Geopolymer Lining rehabilitation. Actual thickness will be determined per Work Order based upon the site specifics as defined in 33 3125 Geopolymer Lining of Storm Drains. 5. The Specifications are amended as follows. Revised specifications from the applicable specifications are attached to this addendum (except where noted): a. Replace the Table of Contents section with the version enclosed herein (Revised document has been posted to Buzzsaw). b. Delete Section 00 45 41 Small Business Enterprise Goal. c. Replace Section 00 45 40 Minority Business Enterprise Goal with the version enclosed herein (revised document has been posted to Buzzsaw). d. Delete the Appendix section and replace with the version enclosed herein (Revised document had been posted to Buzzsaw). A-2 Addendum No. 2 2019 Storm Drain Rehabilitation City Project Number 102094 This Addendum No. 2 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Please acknowledge receipt of the Addendum in the following locations. (1) In the space provided below (2) In the amended Bid Form Section 00 4100 (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED 8, ACKNOWLEDGED ADDENDUM NO.2„ Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: lie Title: - ; ed� - �/, I " V//" By: kchael Weilbaum, P.E. Project Manager, TPW Department City of Fort Worth, Texas A-3 Addendum No. 2 2019 Storm Drain Rehabilitation City Project Dumber 102094 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 2019 STORM DRAIN REHABILITATION CITY PROJECT NO, 102094 ADDENDUM RELEASE DATE: July 3, 2019 PROPOSAL RECEIVED DATE: July 11, 2019 The Plans, Specifications and Contract ❑ocuments for the above referenced project are hereby revised and amended as follows: 1. Clarification that the proposal submittal maybe bound by staple, or by other typical binding methods such as a binder clip or a 3-ring binder. This is a modification to 00 21 13 Instructions to Proposers, Paragraph IV. B. 2_ Clarification that the maximum page limits defined in 00 21 13 Instruction to Proposers, Paragraph V, Items C, D, and E are per rehabilitation method. For example, if a Proposer is submitting on two rehabilitation methods, they may submit 2 pages regarding their Key Personnel for each method, for a total of 4 pages to address Item C. AT1 Addendum No. 3 2019 Storm Drain Rehabilitation City Project Number 102094 This Addendum No. 3 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Sid Form Section 04 41 DA (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED A ACKNOWLEDGED ADDENDUM NO. 3" Failure to acknowledge the receipt of Addendum No. 3 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: Title: MAnNEW SUN STAHL 123193 ; �; P.E., Engineering City of Fort 1 Capital Delly" A-2 Addendum No. 3 2019 Storm Drain Rehabilitation City Project Number 102094 001113-1 INVITATION TO PROPOSERS Page] of 2 I SECTION 00 1113 2 INVITATION TO PROPOSERS 3 4 RECEIPT OF PROPOSALS 5 Sealed proposals for the construction of 2019 Storm Drain Rehabilitation Unit Price 6 Construction Contract will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 200 Texas Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, July 11, 2019, and proposals will be opened publicly and the 13 names of the proposers will be read aloud along with any monetary proposals made at 2:00 PM 14 CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the (approximate) following: Storm drain rehabilitation (point IS repairs or full pipe segments) by one or more of the following methods: CIPP, Slip Lining, Pipe 19 Enlargement, Spiral Wound Lining, Geopolymer Lining, Epoxy Lining, or Cementitious Lining. 20 21 DOCUMENT EXAMINATION AND PROCUREMENTS 22 The Proposal and Contract Documents may be examined or obtained on-line by visiting the City 23 of Fort Worth's Purchasing Buzzsaw Division website at: 24 http://www.fortworthtexas.gov/purchaLm and clicking on the Buzzsaw link to the advertised 25 project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, 26 and printed by interested contractors and/or suppliers. The contractor is required to fill out 27 and notarize the Certificate of Interested Parties Form 1295 and the form must be 28 submitted to the Project Manager before the contract will be presented to the City Council. 29 The form can be obtained at https•//www ethics.state.tx.usifilinginfo/1295i. 30 31 Copies of the Proposal Documents may be purchased from Halff Associates, Inc., 4000 Fossil 32 Creek Boulevard, Fort Worth, Texas 76137. 33 34 The cost of Proposal Documents is: $30 35 36 PREPROPOSAL CONFERENCE 37 A preproposal conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 38 PROPOSERS at the following location, date, and time: 39 DATE: June 25, 2019 40 TIME: 10:30 a.m. 41 PLACE: 200 Texas Street, Room 270 42 Fort Worth, TX 76102 43 LOCATION: TPW Conference Room 270, 2°d Floor 44 45 46 47 48 49 CITY'S RIGHT TO ACCEPT OR REJECT PROPOSALS City reserves the right to waive irregularities and to accept or reject proposals. INQUIRIES All inquiries relative to this procurement should be addressed to the following: 2019 Storm Drain Rehabilitation Unit Price Construction Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22, 2016 001113-2 INVITATION TO PROPOSERS Page 2 of 2 I Attn: Mike Bennett, P.E., City of Fort Worth 2 Email: mike.bennett@fortworthtexas.gov 3 Phone: 817-392-7891 4 AND/OR 5 Attn: Ben Pylant, P.E., Halff Associates, Inc. 6 Email: bpylant@?halff.com 7 Phone: 817-764-7488 8 9 ADVERTISEMENT DATES 10 JUNE 13, 2019 11 J UNE 20, 2019 12 13 END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22, 2016 REQUEST FOR COMPETITIVE SEALED PROPOSALS (RFP) CONSTRUCTION SERVICES FOR 2019 STORM DRAIN REHABILITATION CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT STORMWATER DIVISION June 2019 I. PURPOSE AND OBJECTIVES City of Fort Worth (City) is requesting proposals for contractor agreements ("Agreement") for storm drain rehabilitation services for the City of Fort Worth Transportation and Public Works (TPW) Department's Stormwater Division. The successful proposer(s) will be those firms that provide the best value to TPW for these services. The Services Agreements will be non-exclusive and may be awarded to more than one proposer. Each Agreement will be, in an amount up to $2,000,000.00 with up to two optional renewals, subject to subsequently appropriated funds, at the same prices as originally proposed. The successful proposers' will be assigned specific work by written order ("Work Order") issued by the Stormwater Division. An overall MBE goal will be included in the Agreement to be achieved through the Work Orders. PRE -PROPOSAL CONFERENCE: A PRE -PROPOSAL MEETING WILL BEHELD ON JUNE 25, 2019, AT 10:30 Alai, at 200 Texas Street, Fort Worth 76102, in TPW conference room 270. It is highly recommended that interested contractors attend. A complete submission will include the proposal with prices for storm drain rehabilitation services, demonstration of relevant experience, and primary team members. The City will only consider submissions that address each of these items, although the proposer is not required to provide a response to every type of rehabilitation technique requested herein. The purpose of this RFP is to establish unit pricing for services to be actually provided. Construction Services for 2019 Storm Drain Rehabilitation RFP • June 2019 o Page 1 of 11 Successful proposers shall follow the latest version of the City of Fort Worth Construction Specifications, General Conditions and contract documents, as provided herein, unless subsequently noted by the Project Manager or his/her designee on the Work Order. ADVANCED NOTIFICATION TO RESIDENTS The Contractor may be asked to distribute to all affected residents a standardized brochure, letter or postcard provided by the City Inspector, providing advance notification of the work to be performed in the area. The City will advise the Contractor in advance of streets or areas requiring distribution of notification material. Residents shall be notified at least 72 hours prior to commencement of operations. The City, at its discretion, may furnish the Contractor with sample documentation deemed suitable for notification. VOLUME/ESTIMATED QUANTITY: The volumes identified herein are estimated quantities. The City of Fort Worth does not guarantee any specific amount of work and shall not be held responsible for any deviation from the volumes. The City of Fort Worth reserves the right to increase and/or decrease quantities during the term of the Agreement pursuant to state law. A. STORM DRAIN REHABILITATION The contractor will be required to provide materials and services in accordance with the city's specifications, detail sheets, and technical data sheets. This RFP is to obtain pricing for storm drain rehabilitation (point repairs or full pipe segments) by one or more rehabilitation methods as defined herein with work to be conducted on a number of storm drains throughout the City on a Work Order basis. The materials installed and/or removed, in this project include, but are not limited to, all components related to a specific ` rehabilitation method, and various Non -Standard Items that may be necessary for a specific Work Order such as connecting pipe reconnections (reinstatements), pipe cleaning, infiltration control, and other items. The contractor will be responsible for disposing of all debris including removed piping and appurtenances. B. ADDITIONAL CONSIDERATIONS Contractor shall perform all work in compliance with all applicable Federal, State and local laws and regulations. Construction Services for 2019 Storm Drain Rehabilitation RFP o June 2019 • Page 2 of 11 All equipment used while performing this contract shall be maintained in good operating condition and be appropriately licensed and inspected by the State of Texas. If temporary "No Parking" signs are necessary to allow access to storm drain, lay down areas, or access pits, the Contractor shall post them as necessary. The Contractor shall remove all signs upon completion of work in that area. No Parking signs must be displayed for 48 hours prior to enforcement. Any hazardous or dangerous work practice(s) being conducted as determined by the TPW Project Manager, or his/her designee, or TPW inspector, shall be immediately discontinued by the Contractor upon receipt of either written or verbal notice by the Project Manager, his/her designee, or TPW inspector to discontinue such practice(s). The Contractor is not required to perform any work which it considers dangerous and shall immediately notify the Project Manager of Public Works or his/her designee if such is the case. All operations shall be accomplished in such a manner as to not damage trees, grass or other properties whether public or private. If damage occurs, Contractor shall perform necessary remedial corrective measures as required. The Contractor shall replace/restore the area to pre-existing standard or better. Availability of Lands for Work, Etc. 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 will be identified in subsequent Work Orders. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. Outstanding right-of-way, easements, and/or permits to be acquired by the City will be obtained prior to the individual projects subject to a Work Order. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the Work Order, if one has been issued. Construction Services for 2019 Storm Drain Rehabilitation RFP • June 2019 o Page 3 of 11 II. REHABILITATION INFORMATION Storm drain rehabilitation methods included in this RFP are: - Unit 1 — CIPP - Unit 2 — Slip Lining - Unit 3 — Pipe Enlargement - Unit 4 — Spiral Wound Lining - Unit 5 — Geopolymer Lining - Unit 6 — Epoxy Lining - Unit 7 — Cementitious Lining These methods are further defined in Division 33 of the Specifications. One or more of the above methods will be utilized to rehabilitate storm drains on a Work Order basis. Substitute and "Or -Equal" Items A Work Order will be issued on the basis of specific materials and equipment described in the RFP Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Work Order that a "substitute" or "or -equal" item of material or equipment may be furnished or used by Contractor, the City reserves the right to approve or reject such proposed substitute. Contractor may make application for such substitute material or equipment concurrent or after issuance of a Work Order. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. III. SELECTION CRITERIA The City will award contracts for rehabilitation methods at their discretion, and the contract will be awarded to the proposer(s) whose proposal(s) represents the "best value" for the City. The following factors will be considered: A. Introductory Section; 1. Cover Letter 2. MBE Commitment — Pass/Fail B. Cost of Service-30%; Construction Services for 2019 Storm Drain Rehabilitation RFP • June 2019 • Page 4 of 11 C. Key Personnel-25%, D. Relevant Experience of Company-25%; E. References-20%; The City recognizes that additional qualified personnel may be added from time to time. Updates to show these additional qualifications may be requested prior to issuance of a Work Order. Note that submissions that do not meet the requirements outlined in this RFP may be deemed non -responsive by the City, eliminating the proposer from consideration. The City reserves the right to waive informalities and/or minor omissions and evaluate the proposal. IV. RESPONSE INSTRUCTIONS The proposal submittal requirements are as follows: A. REQUESTS FOR INFORMATION Proposers shall submit all requests for additional information, clarification or questions with respect to the project no later than 5 PM on July 1. TPW will respond by restating the request (without identifying the requestor) and providing a response via addendum to this RFP. B. SUBMISSION FORMAT AND LENGTH The submission shall be submitted sta led but not otherwise bound on one-sided letter -sized (8-1/2" x 11") pages, using minimum font size of 11 point, with margins (top, bottom, left and right) no smaller than 0.5 inches. The cover letter containing the information described in Section VI below should be the front page of the proposal. Page range is specified in Section VI for each section of the RFP and the Attachments. C. COPIES AND DEADLINES One executed original and five copies must be received in the Purchasing Office, addressed to: Construction Services for 2019 Storm Drain Rehabilitation RFP • June 2019 • Page 5 of 11 Purchasing Manager City of Fort Worth Purchasing Division Fort Worth Municipal Building (Lower Level) 200 Texas Street Fort Worth, Texas 76102 by 1:30 PM, July 11. Proposals will be publicly opened at 2:00 PM on July 11 and the names of the proposers will be read aloud along with any monetary proposals made. V. PROPOSAL CONTENT The city desires to obtain information regarding the proposer's experience/capabilities in providing the specific work categories. The Proposal should include the following information for each Rehabilitation method proposed on, organized as noted below, with allowable page length shown: A. Introductory Section (2 pages maximum) 1. Cover letter. The submittal should begin with a one -page letter of transmittal. The letter should be signed by an authorized representative and include the primary contact(s) along with telephone and email contact information. The cover letter should also identify the Rehabilitation Method(s) the proposer would like to be considered for, whether one or more, and the total cost of services for each (including the appropriate cost of services for Non -Standard Items (Unit 8) associated with each rehabilitation type). 2. Commitment to Minority Business Enterprise (MBE) Participation. The proposer shall include a statement of commitment to meeting the MBE participation goal established below for the Agreement — to be fulfilled by the Work Orders. This statement should also identify areas of work for prospective MBE sub -contractors. Failure to provide a statement of commitment may result in the proposer being deemed non -responsive. B. Cost of Services (30%) (Section 00 42 43 Proposal Form) Submit Section 00 42 43 Proposal .Form with Cost of the Rehabilitation Method(s), Bid Prices (furnish, install), and the appropriate Non -Standard Items Unit 8 Bid Prices. Points shall be based on prices submitted by Proposers. The lowest responsible sum of the Proposer's price per each Rehabilitation Unit total bid (Units 1-7) PLUS the sum of Unit 8 prices earns a maximum of 30 points. The Unit 8 prices may be customized as appropriate for each rehabilitation method. For each rehabilitation method, the sum of the Proposer's prices (each Construction Services for 2019 Storm Drain Rehabilitation RFP • June 2019 • Page 6 of 11 rehabilitation method Unit price PLUS Unit 8 price) will earn points based on a percentage in relation to the base line price: Points Assigned = Max points * [1 - (Bid -- min bid / max bid — min bid)] C. Ivey Personnel (25%) (2 pages maximum) Points shall be evaluated based on relevant project experience. Each key personnel (team member) will be awarded points for the listed category that the submitted resume demonstrates with a maximum score of twenty-five (25) points for a single team member that demonstrates all desirable characteristics. The scores of the individual team members will then be averaged to determine the score for the Proposer's Key Personnel. Key personnel have previously worked with listed 1 subcontractors within the past 5 years. Key personnel have relevant experience. 5 Key personnel have clearly defined roles and past 5 experience in those roles. Key personnel have been with the company three 5 (3) or more years. Key personnel have successfully collaborated with 4 Subcontractors. Key personnel are able to mobilize (i.e. production 5 staff are on -site, available, and prepared to do meaningful work) within 2-4 weeks. Maximum Scone: 25 Team member resumes should be included in a separate appendix and limited to four pages, total. Resumes should detail the storm drain rehabilitation experience of each key team member, and include present position, years of experience, type of experience (storm drain rehabilitation methods), licenses, certifications, etc. Submit information on a maximum of five (5) individuals. Construction Services for 2019 Storm Drain Rehabilitation RFP a June 2019 . Page 7 of 11 D. Relevant Experience of Company QM 14 pages maximum) Points shall be evaluated based on the relevancy of the experience to the Rehabilitation method proposed as defined in the Proposal Documents and in the Submittal Requirements. Each of the included projects will be awarded points for the listed categories below, with a maximum score of twenty-five (25) points for a single project that demonstrates all desirable characteristics. The scores of the projects will then be averaged to determine the score for the Proposer's Relevant Experience. D. o - Experience Point repair rehabilitation of a storm drain pipe 8 (see Division 33, Utilities for approved methods) of diameter 24-inch and greater where length was <20 feet. Include project description and cost breakout. Rehabilitation of a storm drain pipe (see Division 12 33, Utilities for approved methods) of diameter 24- inch and greater where length was >20 feet. Include project description and cost breakout. Relationships with listed Subcontractors 5 Maximum Score. 25 Relevant experience should include contact information for each reference project listed. Include at least three (3) reference projects for each type of rehabilitation method proposed on. Information for each reference project shall include the following: (1). Project Name and Location. (2). Type of project — rehab/replacement of existing storm drains (includes projects requiring traffic control in areas with existing utilities). (3). Was the contractor a prime contractor or worked as a subcontractor; note firm's role and scope of work performed. (4). Contractor's Contact for the referenced project — name, phone number, and email address. (5). Name of city where work was performed along with City Inspector's contact information (name, phone number, and email address) and City Project Manager's contact information (name, phone number, and email address). (6). Amount of Rehabilitation Contract. Construction Services for 2019 Storm Drain Rehabilitation RFP a June 2019 • Page 8 of 11 (7). Size of pipe rehabilitated, pipe material rehabilitated, linear footage (8.) Date of project — start date for rehabilitation and completion date. (9). Current projects in process. In addition, Proposers should submit the following Rehabilitation Experience related to the Proposer's company: (1). Number of years the company has been in business as a general contractor under present business name. (2). Has the company operated under any other name? If yes, what name, where, etc. (3). How many years of storm drain rehabilitation experience as a general contractor and as a sub -contractor? (4). Provide a Company Equipment Schedule — equipment related to the proposed rehabilitation method owned by the company. E. References (20Lo (2 pages maximum) May include relevant reference information from previous clients and projects. Each of the references submitted will be awarded points based on the information provided, with a maximum score of twenty (20) points for a single reference. The scores of the references submitted will be averaged to determine the score for this evaluation category. The proposer must submit at least 3 references from similar projects completed within the last three years. P. Additional Information Requested The City requests additional information from Proposers, related to the total long-term cost to the City for the Proposer's goods and services. Proposers may include specification conformance, delivery requirements, and the life expectancy; cost of maintenance and operation and operating efficiency; training requirements; and other factors contributing to the overall acquisition cost of the productsiservices. Proposer input for the long-term cost categories will not be assigned points to evaluate the Proposals. Rather this information is requested for informational purposes. Construction Services for 2019 Storm Drain Rehabilitation RFP • June 2019 • Page 9 of 11 VI. MINORTIY BUSINESS ENTERPRISE All proposers responding to this invitation shall note that in accordance with the Business Diversity Ordinance of the City, codified at Chapter 20, Article X of the Code of the City of Fort Worth (a/k/a Ordinance No. 20020-12-2011), as amended, it is the policy of the City of Fort Worth to establish a Minority Business Enterprise (MBE) goal on contracts of $50,000.00 or more. Successful proposers will be required to address the utilization of MBEs proposed to be used, and information on these sub -contractors should be included in submittals. The City of Fort Worth VIBE goals for each contract awarded under this RFP will be ten percent (10%). The submittal should include a statement of commitment to meeting f+iflBE participation goals set for work which is awarded as a result of this RFP. The procedures outlined below will apply at the time that a selection is made, that specific work is scoped, and a specific goal established by the Office of Business Diversity. Please note that MBE firm(s) must be located in the City's geographic marketplace. The Marketplace is made up of the counties of: Tarrant, Dallas, Denton, Johnson, Parker and Wise. Proposers are strong_I_y encouraged to confirm that each SBE that it intends to use is located in the geographic marketplace to ensure that the MBE will be counted towards the established goal. Additionally,. the City will accept firms certified as MBEs by Federal agencies or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. The City, at its discretion may elect to not accept a MBE certification and/or its assertion that it meets all certification requirements; if it is determined to be in the best interest of the City. Further, the City reserves the right to request MBEs seeking to do business with the City to allow an audit and/or examination of any books, records and files held by the MBE that will substantiate its MBE certification. Construction Services for 2019 Storm Drain Rehabilitation RFP o June 2019 • Page 10 of 11 Any intentional and/or knowing misrepresentation of facts will be grounds for terminating any active contracts and/or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. The business must be certified prior to recommendation of award in order for the participation to be counted towards the established goal. If an Offeror is certified as a DBE, MBE, SBE or WBE firm, please be aware that the City's Ordinance does not allow a certified company to count itself towards the established goal, the goal represents subcontracting opportunities. Construction Services for 2019 Storm Drain Rehabilitation RFP o June 2019 o Page 11 of 11 CITY OF FORT WORTH Bid Documents Package Folder Contents Checklist Item No. Item INCLUDED N/A COMMENTS & INITIALS 1 00 11 13_Invitation to Bidders. doe 00 41 00 0043 13 00 42 43 00 43 2 37_00 45 12_00 35 13—Bid Proposal Workbook.xls 3 0045 11 Bidders Prequalifications. do c 4 0045 13 Bidders Qualification Application.xls 00 45 26_Contractor Compliance 5 with Workers Compensation Law.doc Complete Specifications and G Contract Document in pdf form (Referenced Specifications in Construction Specifications Folder) i Complete Plan Set in pdf form 8 Link to dwf sheets in Final Drawings Folder 9 Plan Holder Registration 10 Plan Holder List (In Plan Holders Folder) 11 This Document 00 35 13 BID FORM Page 1 of 1 SECTION 00 3513 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. https://www.ethics.state.tx.us/forms/conflict( El CIQ Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary D CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Vortex Services, LLC By: Brent Kell 18150 Imperial Valley Drive Signature: Houston, TX 77060 Title: Vice President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20171109 NEW 003513 004100 004243_004313_004337YProposal Form SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: 102094 Units/Sections: Unit 5 - Geopolymer Lining 1. Enter Into Agreement 2019 Storm Drain Rehabilitation 004100 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 NEW 003513�004100_004243 004313_004337_ProposaIForm 004100 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. NOT USED 4. NOT USED S. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. NOT USED g. Conflict of interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 7. Bid Submittal This Bid is submitted on July 11, 2019 by the entity named below. f Respectfully emitted, (Signature) Brent Keller (Printed Name) Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Addendum No. 2. Addendum No. 3: Addendum No. 4: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fora Revised 20150821 NEW 003513_004100_004243_004313_004337 Proposal Form Title: Vice President Company: Vortex Services, LLC Address: 18150 Imperial Valley Drive Houston, TX 77060 State of Incorporation: Delaware Email: bkeller@vortexcompanies.com Phone: 281-924-1718 END OF SECTION Corporate Seal: 004100 BID FORM Page 3 or 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 NEW 003513_004100 004243 004313_004337_Proposal Form 0042 43 BID PROPOSAL Page 1 of 3 SECTION 0042 43 PROPO$AL FORM UNIT PRICE 810 BIDDER'S APPLICATION PROJECT ITEM INFORMATION BIDDER'S PROPOSAL BID ITEM NO. Description Spec[f[cationSectionNo. UOItofMeasure Quantity UnitPrIce I Bid Value r N T 6, Cron uF p r I.In�F 286 3331.028630"GeopolymerLining 333125 LF 1200 $300.00 $ 360,000.00 287 3331.0287 33" Geopolymer Lining 333125 LF 30D $300.00 $ 90,000.00 288 3331.028836"Geopolymer Lining 333125 LF 1000 $300.00 $ 300,000,00 289 3331.028942"GeopolymerLining 333125 LF 700 $350.00 $ 245,000,00 290 3331.029048" Geopolymer Lining 333125 LF 700 $4DO.00 $ 2800110.00 291 3331,029154"Geopolymer Uning 333125 LF 400 $450.00 $ 180,000,00 292 3331.02W60"Geopolymer Lining 333125 LF 300 $500.00 $ 150,000-00 293 3331.0293 12" Geopolymer Lining 933125 LF 250 $600.00 $ 150,000.00 294 3331,029494" GeopolymerLning 333125 LF 250 $650.00 $ 162,50D00 294 3331,02" RWGeopolymer Lining 333125 LF 250 $750.00 $ 187,500.00 295 3331.0295 120" Geopolymer Lining 333125 LF 250 5950.00 $ 237,500.00 296 3331.029611"x18" Arch Geopolymer Lining 333125 LF 250 $350.00 $ 87,500.00 297 3331.029713.5"x22"Arch GeopDlymerLining 333125 LF 250 $350,00 $ 87,500.00 298 3331.029815.5"x26" Arch Geopolymer Lining 333125 LF 250 $350,00 $ 87,500.00 299 3331.029918"x28.5" Arch Geopolymer Uning 333125 LF 250 $350.60 $ 87,500.00 300 3331A300 22.5"x36.25" Arch Geopolymer Lining 333125 LF 500 $350.00 $ 175,000.00 301 3381.030126.6"x43.75" Arch Geopolymer Lining 333125 LF 250 $350.00 $ 87,500.00 302 3331.030231.3"x51.2" Arch Geopolymer Lining 333125 LF 1200 $400.00 $ 480,000.00 303 3331.030336"x58,5" Arch Geopolymer Lining 333125 LF 250 $425.00 $ 1,06,250.00 304 3331.030440"x65"Arch GeopalymerLining 333125 LF 1300 S450.00 $ 595,000.00 305 3331.0305 45"x73" Arch Geopolymer Lining 333125 LF 1100 $475.00 $ 522,500.00 306 3331.030654"xW'Arch GeopolymerLining 333125 LF 1400 $500.00 $ 700,000.00 307 3331.0307 62"x102" Arch Geopolymer Uning 933125 LF 1800 $550.00 $ 990,000.00 308 3331.0308 72"x115" Arch Geo olymer Uning 333125 LF 60D $660.00 $ 396,D00.00 309 3331.030977.25'x122" Arch Geopolymer Lining 333125 LF 1300 $700.00 $ 910,000.00 310 3331.031087"x138"Arch Geopolymer Lining 333125 LF 250 $875.00 S 218,750XD 311 3331.033196"x154" Arch Geopolymer Lining 333125 LF 250 $350.00 $ 237,5D0.00 312 3331.0312106"x168.75"ArchGeopolymerLining 333125 LF 250 $1,005.00 $ 251,250-00 313 0170.0313Work order Mobilization and De -mobilization for a$200,000Task order 017000 EA 1 $50,0110.00 $ 50,000.00 314 0170.0314 Work Order Mobilization and De-mnb[lization for a S5o0,Doo Task Order 0170 DO EA 1 $30,006.00 $ 30,000.00 315 0170.0315Work Order Mobilization and De-mobilizationfora$2,000,000 Task Order 017000 EA 1 $25,000.00 $ 25,000.00 Note that all Bid Items in the Unit should be filled In with a Unit Price and Bid Value BAS£ BED - UNIT 5 - Geopolymer Lining $ 8,457,250.00 1 of 3 20195torm Drain Rehabilitation Unit Price Construction Contract 00 42 43 BID PROPOSAL Page 2 of 3 BID ITEM A0. Description Specification Section No. Unit of Measure Quantity Un€tPrlce I Bid Value lfNfFD•N e ■ 110F.aTkil _ 316 33D4.0316Cleaning -Hydraulic 330450 LF 1000 $55.00 $ 55,000.00 817 3304.0317Cleaning -High-Velocity 33 D4 50 LF 100 $455-00 $ 45,500.00 318 3304.0318 Cleaning - Mechanical 330450 LF 100 $455.00 $ 45,500.00 319 xxxx.0319 Point repair <=36" and Depth <=aft xx xx xx LF 100 $340.00 $ 34,00040 920 xxxx.0320 Point repair <=36" and Depth>8ft xx xx xx LF 101 $570.00 $ 57,570.00 321 xxxx.0321 Point repair>36" and r--60" and Depth <=aft xx xx xx LF 102 $57o.00 $ 58,140.00 322 xxxx.0322 Point repair >W and <=W and Depth >8ft xx xx xx LF 103 $800.00 $ 82,400.00 323 xxxx.0323 Point repair>60" and Depth <=8ft xxxx xx LF 104 $800.00 $ 83,20D.00 324 xxxx.D324 Point repair >60" and Depth >rSft xxxxxx LF 105 $1,135.00 $ 119,175.00 325 3339.03254-font dla meter manhole 333920 EA 2 $13000.00 $ 26,000.00 326 3339.0326 Extra depth 4foot diameter manhole 333920 VF 10 $455.00 $ 4,550.00 327 3339,03275-foot diameter manhole 933920 EA 2 $17,000.00 $ 34,000.00 328 3339.0328Extra depth 5footdiameter manhole 333920 VF 10 $485.00 $ 4AW.00 329 3301.0329 Manhole testing 330130 EA 2 $1,000.00 $ 2,000.01) 330 3301.0330 Storm sewer testing 330130 EA 1 $5,000.00 $ 5,000.00 331 3331.0331 infiltration Control - pounds of chemical grouting material used 333125 LB 50 $11.00 $ 550,00 332 3331.0332 Treatment of exposed rebar-cleaning and preparation 383125 FA 10 $750.00 $ 7,500.00 333 3331.0333 Invert repairand patching 333125 CY 25 $1,490.00 $ 37,000.00 534 3331.0334Treatmeht of exposed rebar -gallons of Rust Inhibiting Coating used 333125 GA 5 $63.00 $ 315.00 335 3331.0335 10" Lateral and connecting pipe reinstatement 333150 EA 2 $1,000.00 $ 2,000.00 336 3331.033612" lateral and connecting pipe reinstatement 333150 EA 2 $1,200.00 $ 2,400.DO 337 3331,053715" Lateral and connecting pipe reinstatement 333150 EA 2 $1,400.01) $ 2,800.00 338 3331,0338 18" Lateral and connecting pipe reinstatement 33 3150 EA 2 $2,000.00 $ 4 Do0.00 339 3331.039921" Lateral and connecting pipe reinstatement 333150 EA 2 $2,200.00 $ 4,400.00 340 3331.0340 24" Lateral and connecting pipe reinstatement 33 3150 EA 2 $2,400,00 $ 4,80MOI) 341 3331.034127" Lateral and connecting pipe reinstatement 333150 EA 2 $3,000MO $ 6,000.00 342 83.41.0342 30" Lateral and connecting pipe reinstatement 333150 EA 2 $4,000.00 $ 8,000,00 343 3331.03435econdary corrosion protection 333125 GA 5 $50.00 $ 250AO 344 0380.0344 Modificationsto Existing Concrete Structures 035DOO FA 5 $1,50D.00 $ 7,500.00 345 3201.0345 Pavement Replacement 320117 SY So $165.00 $ 8,250.00 346 0155.0346 Traffic Control 015526 EA 3 $6,500.00 $ 19,500.00 347 0135,0347 Special Project Procedures, Coordination with Railroad permit areas 013513 EA 1 $5,400.00 $ 5,400.00 34B 0197.03485WPPP,greater than Iacre disturbed 015713 EA 1 $7,500.00 $ 7,500.00 349 0170,0349 Remobilixatl0h 017000 EA 1 $15,D00.00 $ 15,0DO.00 350 3110.0350 We Clearing 311000 SY 50 $3DO.00 $ 15,000.00 351 3126.0351 Unclassified Excavation 312616 CY 15 $2DO.00 $ 3,000.00 352 3123.0352 Borrow 3123 23 CY 15 $250.00 $ 3,750.00 353 3124.0353Embankments 312AD0 CY 15 $150.00 $ 2,250.00 354 3305.0354 Utility Markers/tocators 330526 EA 5 $400.00 $ 2,000.00 355 3305.0355 Location of Existing Utllties 330530 1 5 $40D.00 $ 2,000.00 Note that all Bid Items in the Unit should be filled in with a Unit Price and Bid Value BASE Sib - UNIT 8 - Non -Standard Items (for Unit 5) $ 828,OSO.00 2 of 3 2019 Storm Drain Rehabilitation Unit Price Construction Contract 004243 BID PROPOSAL Page 3 of 3 I BID ITEMI Description I Spec4fitatien Sect4cm No. I Unit of Measure I Quantity ] I Unit Price I Bid Value NO. i SASE BI©SUMMARY TOTALUNIT BIDS TOTAL BASE BID PER REHAB UNIT UNIT UNITS-T UNITS BASE BID - UNIT I-CIPP BASE BID -UNIT 2-Slip Uning BASE BID -UNIT 3-Pipe Enlargement BASE BID -UNIT 4-Spiral Wound Lining BASE BID - UNIT 5- Geopolymer lining BASE BID - UNIT 6-Epoxy Uning " - - - BASE BID- UNIT 6- Cementitious Lining 3.f3 2019 Stonn Drain RehahiliteCon Unit Price Construction Contract SECTION 00 43 13 BID BOND KNOW AL! BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, Vortex Services, LLC , known as "Bidder" herein and Aspen American insurance Company a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, In lawful money of the United Stales, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as 2019 Storm Drain Rehabilitation NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City In accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bld amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 9th day of July 2019. PRINCIPAL: Vortex Services, LLC BY: ' Ir a f ATTEST: r r leh-, V i L,dce lct Witness as to Principal Name and TIM CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 28177109 NEW 003513_004100_004243_004313_004337 Proposal Form Witness as to Su�Stephali underson Attach Power of Attorney (Surety) for Attorney -in -Fact Address: 18150 Imperial Valle Houston, TX 77060 SURETY: Aspen American Insurance Company { BY; _41 Si n a r ` Autumn Stockton, Attorney -in -Fact Name and Title Address: 175 Capital Blvd., Ste. 300 Rocky Hill, CT 0 0067 Telephone Number: (860) 258-3500 00 43 13 BID BOND Page 2 of 2 "Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 NEW 0a3513_004100_004243_004313 004337_PraposnI Form Aspen American Jrrsuranee Company 175 Capital Boulevard, Rocky Hill, C'1' 06067 POWER OF ATTORNEY i KNOW ALL PERSONS BY THESE PRESENTS, THAT Aspen American Insurance Company, a corporation duly organized under the laws of the State of Texas, and having its principal offices in Rocky Hill, Connecticut, (hereinafter the "Conipany") does hereby snake, constitute and appoint Tim Relly,Stephnnie Gurrderson,Robert Bobo, Florence TcClellan, Aaron P, Clark, Autumn Stockton, Kristin Darling of Loch ton Co nip anics, LLC its true and lawful Attorneys) -in -Fact, wilh futl power and authority hereby conferred to sign, execute and acknowledge on behalfofthe Company, at anyplace within the United States, the following instrument(s) by Iris/her sole signature and act: any and all bonds, rccognizances, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto, and to bind the Company therchy as fully and to the same extent as ifthe same were signed by the duly authorized officers of the Company. All acts of said Artorney(s)-in-Fact done pursuant to [lie authority herein given arc hereby ratified and confirmed. This appointment is made under and by authority ofthe following Resolutions ofthe Board of Directors of said Company effective oil April 7, 2011, which Resolutions are now in full force and effect; V017,D: All Executive Officers ofthe Company (including tho Pmsidenk any Fxecutive, Senior or Assistant Vice President, any Vice President any7reasurer, Assistant Reasoner, or Secretary or Assistant Secretary) may appoint Atfomeysan-Fact to act for and on behalf of dreCompany to sign with theCompany's name and sea[ with the Companys sea], bonds, recognizances, and otherwritings obligatory in the nature ofa bond, recognizance, or conditional undertaking, and any of said Executive Officers at any timemay remove anysuch appointee and revoke the power given him or her. VOTRD: Thefowgoing authority forcer[ain classes ofoffiocrs ofthe C'omlimyto appoint Aftonwys-in-Fact by virtue ofa Powerof Affomey to sign and seat bonds, recognizatrces, and Other writings obligatory in the nature ofa bond, recognizance, or conditional undertaking, as well as to revoke any such Power ofAttomey, is hereby grartted specifically to the following individual officers of Aspen Specialty Insurance Management, hue.: Kiebael Toppi, Executive Vice President, Scott Sadowsky, Senior Vice President, Kevin W, Gillen, Senior Vice President, Mathew Rnino, Senior Vice President, Ryan Field, Senior Vice President; Tlrnothy P, Grlffla, Vice President, Kelth $tannery, Vice President, Nlary E. Duroslco, Vitae President, Frauk Campiglia, Vice President, Ray Philippon, Assistant Vice President and Lucas Lomax, Vice President, This Posner of Attorney may be signed and sealed by facsimile (mechanical or printed) tinder and by authority Of the following Resolution voted by the Boards of Directors orAspen American Insurance Company, which Resolution is now in full force and errect; VOTED: That the signature ofany of the Officers identified by title or specifically named above may be affixed by facsimile to any Power of Attorney for purposes only of executing and attesting bonds and undertakings and otherwritings obligatory in die nature thereof; and any and all consents incident thereto, and any such Power ofAtloracy or certificate hearing such facsimile signature or facsimile seal shut] be valid and binding upon the Company. Any such power so executed and certified by such facsimile signature and/or flcsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking so cxcouted. IN WITNI33S WHEREOF, Aspen American insurance Company has caused this instrument to be signed and its corporate seal to be berelo affixed this 28th day of March, 2019 Aspen American insurance. Company STATE Or CONNI;CTICUT SS. ROCKY HILL�— COUNTY OF 11ARTFORD Lucas Lomax, Vice President On th is 14th day of February, 2017 before me personally came Mathew Raino to me known, who being by me duly sworn, did depose and say; that he/she is Senior Vice President, of Aspen American Insurance Company, die Company described in and which a tecuted Use above instrument; fhathelshCl nDnvS dnC seal of said corporation; thattlic seal affixed to the said instrument is such corporate seal; and that he/she executed the said in r office tinder the �` aYp'z� S O T CA8iLD22 about; Resolutions Ih of, a`�� , , ��.� Notary Public, State _"�`� Comm. Expires 07-1NotaryPublic e�''f; of��`�My commission expires: Noitrry 10 925884 CCR`ITFICATE f, the undersigned Lucas Lomax, of Aspen American Insurance Company, a stock corporation ofthe State ofTexas, do heieby eerti"int the foregoing Powerof Attomey remains in fiill force and has not been revoked; and furthermore, that die Resolutions o€the Boards ofDirectors, as setforlh ahove, are now and remain in Rill force and effect. Given under my ]land and seal of said Company, in Rocky Hill, Connecticut, this 9 day of MY 2019 jn3 By: Name: Lucas Lomax, Vice President * For verification of the authenticity of the Power of Attorney you may call (860) 760-7728 or email:Pat.Taber@aspenspecia[ty.com 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORYER'S COMPENSATION LAW Page I of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER`S COMPENSATION LAW 3 [Text in Blue is for information or guidance. Remove all blue text in the project final document] 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 1 M94. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance 8 with worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Vortex Services, LLC By: Brent Keller 13 Company (Pleas Print) 14 15 18150 Imperial Valley Drive Signature: 16 Address 17 18 Houston, TX 77060 Title: Vice President 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF HARRIS § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 Brent Keller , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of Vortex Services, LLC for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this IOth day of 33 July ,2019. 34 35 36 37 Notary Public in and for the State of Texas 38 - �.•`� BONNIE SUHOR 39 END OF SECTION a:° , n_Notary Public, State of Texas 'A'.. •y1 %,,r •..,.• }+r. Comm. Expires 03-05-2023 40 �''! o`�`�� Notary If} i 292797a2 �.:�.. CITY OF FORT WORTH 21)19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 00 45 40 - 1 Minority Business Enterprise Specifications Page I of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 10% of the total bid value of the contract (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SSE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. TI;c 0fl-etor sh a I I �.,.,.m�..mm.. .... __....�.......,ti..._,�.e ,.._ .m - ellver II�e .. Mlh docllme11iatioll In pe4son to the appropriate .employee of tilt:pumhasbig divisiorl gild oititaill a daWlime Such receii?1 slafjll be evidence that (lie City receiver) the dactimentatioll in the Lune s 1Imated. A faxed and/or emailed eopy w111 nut Iwe uccepteAl. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2.00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 2015 M 2 4 6 00 45 40 - 2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the hid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The M/WBE Office at (817) 212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 2015 00 52 43 - 1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on September 24, 2019 is made by and between the City of 5 Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City 6 Manager, ("City"), and Vortex Services, LLC., authorized to do business in Texas, acting by 8 and through its duly authorized representative, ("Contractor"). 9 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 10 as follows: 11 Article 1. WORK 12 Contractor shall complete all Work as specified or indicated in the Contract Documents for 13 the Project identified herein. 14 Article 2. PROJECT 15 The project for which the Work under the Contract Documents may be the whole or only a part 16 is generally described as follows: 17 2019 Storm Drain Rehabilitation Unit Price Construction Contract I8 102094 Article 3. CONTRACT PRICE 19 20 City agrees to pay Contractor for performance of the Work in accordance with the Contract 21 Documents an amount, in current funds, of Two Million Dollars ($2,000,000). City 22 reserves the right to renew the contract up to two times under the same terms, conditions, and unit prices. 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance once all necessary construction work 26 has been completed or funds expended, as provided in Paragraph 2.03 of the General 27 Conditions, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. 29 4.2 Liquidated Damages 30 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 31 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 32 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 33 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 34 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 35 instead of requiring any such proof, Contractor agrees that as liquidated damages 36 for delay (but not as a penalty), Contractor shall pay City One Thousand Dollars 37 ($1,000) for each day that expires after the time specified in Paragraph 4.1 for Final 38 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 005243-2 Agreement Page 2 of 5 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and 'against any and all claims arising out.of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 005243-3 Agreement Page 3 of 5 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specifically intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused, in whole or in part, 92 by any act, omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. III This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor. 117 118 7.7 Prohibition On Contracts With Companies Boycotting Israel. 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (1) 122 does not boycott Israel; and (2) wiIl not boycott Israel during the term of the contract. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 00 52 43 - 4 Agreement Page 4 of 5 123 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 124 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 125 certifies that Contractor's signature provides written verification to the City that 126 Contractor. (1) does not boycott Israel; and (2) will not boycott Israel daring the terra of 127 the contract. 128 129 7.8 Immigration Nationality Act. 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of 133 all I-9 forms and supporting eligibility documentation for each employee who performs 134 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 135 establish appropriate procedures and controls so that no services will be performed by any 136 Contractor employee who is not legally eligible to perform such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 138 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of 142 this provision by Contractor. 143 144 7.9 No Third -Party Beneficiaries. 145 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 146 and there are no third -party beneficiaries. 147 148 7.10 No Cause of Action Against Engineer. 149 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting from the 152 engineering services performed. Only the City will be the beneficiary of any undertaking by 153 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 154 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 contractors or other entities, and do not relieve the construction contractors or any other 157 entity of their obligations, duties, and responsibilities, including, but not limited to, all 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work. The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection with their work or 163 any health or safety precautions. 164 165 SIGNATURE PAGE TO FOLLOW 166 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 167 168 169 170 171 00 52 43 - 5 Agreement Page 5 of 5 1N WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: VorY e)< '�erY1C-o1 LLC By: 0(Signature) �6 a f (Printed Name) Title: Vice Hxs},' Address: 18150 Imperial Valley Drive City/State/Zip: Houston, TX 77060 Date: //ue 4 City of Fort Worth By: . qK"jl tff hdoAss Ci Manager Date Attest: y r 1. City Secretary (Seal) M&C jq.— 0� g Date: Qi��I Form 1295 No. a o i q— 5 c) `t Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring allrmance and reporting require its. i 1 eB I , ,PMP Proje Manager a m and Legality: C Douglas W. Black Assistant City Attorney 172 173 APPROVAL RECOMMENDED: 17\ 175 !� 176 William Johnson 177 DIRECTOR, 178 Transportation and Public Works Department 179 or-F At RECORD OT° Y-SppECAFTARY CITY OF FORT WORT14 2019 Storm D in Ref��b11P1��Fwaco struction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 2 3 4 5 6 7 8 SECTION 00 61 13 Ia91Oki 0)Oki u/6[$1a15161i907 006113-1 PERFORMANCE BOND Page 1 of 2 SUb0339 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Ve er S C , known as "Principal" herein and , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 sum of, :Iwo m i w on Dollars 13 ($ } 000, Wo - DD ), lawful money of the United States, to be paid in Fort Worth, t4 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the P day of Tt , 20_ft, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution. of the Work, including any Change 21 Orders, as provided for in said Contract designated as 2019 Storm Drain Rehabilitation Unit 22 Price Construction Contract, 102094. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the 26 plans, specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division, 32 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 t 00 61 t3 - 2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 .20 7 8 9 to 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 ATTEST: (Principal) Secretary Witness as to Principal Witness as to Surety PRINCIPAL: BY: Signature Name and Title Address: SURETY: BY: Signature Name and Title Address: Telephone Number: *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WOR171-1 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 00 rh1 11 • 2 II R.1FC1RMANCi- IVIN13 Pave 2 oF2 I This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Princilwil and the Surely have SIGNED and SEALED 5 this instniment by duly authorized agents and officers oil this the 11th day, of—____. 6 November .20 19 10 11 12 . 13 A'tTTE. 15 16 (Principal) Secretary 17 is 19 )0 21 22 W-"-151Lti 23 24 25 26 27 28 29 30 31 32 :33 34 36 37 Witness as to Surety, 38 39 40 PRINCIPAL Vortex Services, LLC BY: , Lure S. ._=_vice R'- Name and Title Address, 18150 Imperial Valley Dr. -Flouston: TX-7T06D-- StJRFTY: Aspen American Insurance Company BY: i � U -- Autumn Stockton, Attorney -in -Fact Naive and Title Address: 175 Capital Blvd., Ste. 300 _. _ RocEcy Hill, _CT 06t7b-7_._.__.._...._ Tidephone Number: J860)258-3500 41 *Note: If signed by an oftie4�r o Ilie Surely C oaipany' Mere imud l,c ���� file CC—jr.ed e_.,r^�ii 42 from the by -haws shov,iug (lint tliix Ixr"kill 1UL. auiirLOI-il} to Sila.11 sUIR 0111igAII1 11. ll' 43 Solely%' physic:ai adores+ i-, dil7crenl Ironi il:t initiliJtg iulLlrc��, JU111) itttiSl Ise l�i'tl;rirlw�l. 44 The tide of the bond sliall nw it he prior to I lie date Ilse Cow Film is awarded, 45 CITY OF FORT WORT11 2019 Stonn Dmin Rehabilitation unit Price Contrt€ctinn C"anttrau STANDARD 0 MS 11t1 IL' 1It N NI'1-L JI, it'A I it IN I JL 10;1It-ti I S Revised .holy 1, 21111 0061 14- 1 PAYMENTBOND Page I of 2 I SECTION 00 61 14 SUU0339 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, i e�service-S v known 8 as "Principal" herein, and 9 , a corporate surety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of. Texas, known as "City" herein, in the 13 penal sum of Iwo mbn Dollars 14 ($A �00I D ' 00 ), lawful money of the United States, to be paid in Fort 15 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 A . day of � (�� 20A which Contract is hereby referred to 20 and made a part hereof for all purposes as if fully set forth herein, to fiimish all materials, 21 equipment, labor and other accessories as defined by law, in the prosecution of the Work as 22 provided for in said Contract and designatEd as 2019 Storm Drain Rehabilitation Unit Price Construction Contract, 102094. 23 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that 25 if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined 26 in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work 27 under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. 28 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of 30 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. 31 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 II 12 0061 14 - 2 PAYMENT BOND Page 2 of IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of 20 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary Witness as to Surety PRINCIPAL: BY: Signature Name and Title Address: SURETY: BY: Signature Name and Title Address: Telephone Number: Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 4 5 6 7 10 12 0061 14-2 PAYN-41'N'l BOND J%Lx 2 IIU IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 11th day of November .20 19 ATTESTs (Principal) Secretary witness as to Pr 1pal iATTE.. ' . . ............ (Surety) 8M*M§ G E� lend ihm Witness as to Surely - M kic—h—oTa-s— P -at-e-t fa — PRINCIPAL: Vortex Services, LLC 13 Y.ow— ire Name andTitle Address: 18150 Imperial Valley Dr. Tro—usT6—n, 1)"7060 SURETY: Aspen American Insurance Company BY: I re T Autumn Stockton, Attorney -in -Fact Nance andTitle Addi,L-sbr 175 Cap.ifni Mud Ste. 300 Rocky Hill, CT 06067 , ftsiellllqltle Nninher (860) 258-3500 Note: If signed by an officer of the Sum'y, Ihou rmpsl hour oil file a certified extract froin [tie bylaws showing that this person IMS AUlh(?1-iq, it) sign snch obligation. If SUI-ety'S PhySiCal address is difTerent from its inailing address, both must be provided, The date of the bond shal I not be prior to the date the Contract is awarded. END OF SECTION CH Y 01- 1`0111 WOR-1 11 2019 Sturm Drain Rchabdilatiori Unit Price S fAND ARD CONSTRU(-J 91N Sll:(-IJ;I(-A I ION POCOMENTS Revised July 1. 2011 0061 19 - 1 MAINTENANCE BOND Page I of 3 1 SECTION 00 6119 SU(g�,:�q 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARPJT § 7 That we C , known as 8 "Principal' herein and , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum of -VW0 � L 1�V 1 Dn Dollars 13 ($ i O()O , 00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents. 17 18 W�EREAS, the Principal has entered into a certain written contract with the City awarded 19 the N� day of ��p IBC t be f , 20 � 9 , which Contract is hereby 20 referred to and a lly set -forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as 2019 Stolen Drain Rehabilitation 24 Unit Price Construction Contract, 102094; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 period. 34 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 006119-2 MAINTENANCE BOND Page 2 of NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Cotauact STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 N'IA1N9`I;NAN( I III I Page 3 01' 3 I IN WITNESS WHE:RF.{1f{'. t1 e Principal and the Surety have each S1C;l E'D and SEALED this 2 ilasirunaent by duly authorized agents and officers on this the 11th 3 , 20 19 a 6 7 Fi 9 to 13 14 Secretary is 16 17 18 19 20 Witness as to Pr' cipal 21 22 23 24 25 26 27 28 9 A.t..1, 30 31 32 (Surety) XM-M Glenda Bihm 33 34 35 Witn.ess Its to Surety Nicholas Patetta dray or November PRINCIPAL.: Vortex Services, LLC I3Y• � _ .M aaCLr Name and Title - mm Address: 18150 Imperial Valley-pr. Houston, TX 77060 SURETY: Aspen American Insurance Compiny BY: _....6att _....._ _....._ ....are Autumn Stockton, Attorney -in -Fact Name rand -i itle Address: 175 Capital Blvd Ste_ 300 _T _ Rocky Hill, CT 06067 Telephone Number. (86p)_ 258-3500 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extrava 38 frolrl tlac by-laws sho%vi.ng that this person has authority to sigh such obligatic3sti. If 39 Sure y's physical address is different from its mailing address, bath inust be provided. 40 The torte ni' llit: hood shAl nn! he prier to the date the C:ontraac.l iti ilwardvd, 41 C1'ry OF FORT WORTI1 2019 storm OF0111 Rell-ibilitatirna tliril Price Coasirtrction Conlraer STANDARD C M I MA"T ON SIT('11" IC:A-1 K)N DOC11ME TS Rewisc(LItily 1.2011 A$ P Cl N POWER OF ATTORNEY Aspen American Insurance Company 175 Capital Boulcvard, Rocky HiP, CT 06067 KNOW ALL PERSONS BY THESE PRESENTS, THAT Aspen American Insurance Company, a corporation duly organized under file laws ofthe State of Texas, and having its principal offices in Rocky Hill, Connecticut, (hereinafter the "Company") does hereby make, constitute and appoint. Tim .Melly, Stephanie Gunderson, Robert Bobo, Florence McClellan, Aaron P, Clark, Autumn Stockton, Kristin Darling of Loch ton Companies, LLC its true and lawful Attorney(s)-in-Pact, with fall power and authority hereby conferred to sign, execute and acknowledge on behalf of the Company, at any place within the United States, the following instrumenl(s) by his/her sole signature and act: any and all bonds, recognizances, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto, and to bind the Company thereby as fully and to the same extent as if the some were signed by the duly authorized officers of the Company. All acts ofsaid Attorney(s)- in -Fact done pursuant to the authority herein given are hereby ratified and confirmed. This appointment is made under and by authority of Eire following Resolutions ofthe Board ofl)irectors of said Company effective on April 7, 20 11 , which Resolutions are now in full force and effect; VOTED: All Executive Officers ofthe Company (including lire President, any Fxecutive, Senior or Assistant Vice President, any Vice Presidenfi any Treasurer, Assistant Treasurer, or Secretary or Assistant Secretary) may appoint Attorneys -in -Pact to act forand on behalfof the Company to sign with thcCompany's name and seal with the Compauy's seal, bonds, recognizances, and o€herwritings obligatory in flit nature ofa band, recognizance, or conditional undertaking, and any ofsaid Executive Officers at any tune may remove any such appointee and revoke the power given him or her. VOTED: The foregoing authority for certain classes of officers ofthe Company to appoint Attorneys-in•Fnct by virhre ofa Powerof Atfomcy to sigh and seal bonds, recognizances, and other writings obligatory in the nature ofa bond, mcogrtizauce, or conditional undertaking, ae well as to revoke any such Powerol'Altomey, is hereby granted specifically to the following individual officers of Aspen Specialty Insurance Management, Ire.: Michael Toppi, Executive Vice President, Scott Sadowsky, Senior Vice President, Kevin W. Gillen, Senior Vice President, MatlkW Raitlo, Senior Vice President, Ryan Field, Senior Vice President; Timothy P, Griffin, Vice President, Keith Flannery, Vice President, Mary E, Durosko, Vice President, Frank Canrpiglia, Vice President, Ray Philippon, Assistant Vice President and Lucas Lomax, Vice President. This Power of Attorney may be signed and sealed by fitesimile (mechanical or printed) tuuicr and by authority ofthe following Resolution voted by (fie Boards of Directors of Aspen American Insurance Company, which Resolution is now in full force and effect: VOTED: That the signature of any of lie Officers identified by title or specifically named above may be affixed by facsimile to ally Powerof Attorney for purposes only ofmccutingannd attesting bonds and undertakings and other %vtifings obligatory in the nature thereof, and any and all consents incident thereto, and any such Power ofAttorney, or ccrtif icale hearing such facsimile signature orfacsimile seal shall be valid and binding upon the Company. Any such power so executed and certified by such facsimile signature and/or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking so executed. IN WITNESS WI-ICRCOF, Aspen American Insurance Company has caused this htstrumcut to be signed and its corporate seal to be hereto affixed this 28th day of March, 2019 Aspen American Insurance Company STATE OF CONNECTICUT-, S5. ROCKY It11.,L - COUNTY OF HARTFORD Lucas Lomax, Vice President Ott this Milt day of February, 2017 before the personally came Mathew Raino to me known, who being by me duly sworn, did depose and say; that he/she is Senior Vice President, of Aspen American Insurance Company, the Company described in and ioxecuted the above instrument; that he/she knows die seal ofsaid corl)umfloo; that tile, seal affixed to the said ins[rumentis such corporate seal; and that he/sheexeeuted the said in pr office under (lie ,��`erppb, S a T CASILI above Resolutions th of, tip , „ !n jNoiary Public, State of Texas s p *4 Comm. Expires 07.14.2022 Notary Public N/r °� ,111% � Notary ID 129BB4124 o My commission expires: 7 CERTIFICATE 1, the undersigned Lucas Lomax, of Aspen American Insurance Company, a stock corporation of lie State of Texas, do hereby certifythal file foregoing Power of Attorney remains in full force and has not been rovoked; and furfhemnorc, that the Resolutions of the Boards of Directors, as set forth above, are now and remain in fuU force and effect. Given tinder my hand and seal of said Company, in Rocky Hill, Connecticut, this 111 day of Novem be 2019 urpn,,,q. , - `�a¢ ..... �%g 5 By: Name: Lucas Lomax, Vice President *For verification of the authenticity ofthe Power of Attorney you may call (860) 760-7728 or email:Pat,Taberoaaspenspecialty.com Miscellaneous Attachment: M529788 Master ID: 1406282, Certificate ID: 16403560 All policies (except Workers' Compensation/EL) include a blanket automatic additional insured [provision] that confers additional insured status to the certificate holder only if there is a written contract between the named insured and the certificate holder that requires the named insured to name the certificate holder as an additional insured. In the absence of such a contractual obligation on the part of the named insured, the certificate holder is not an additional insured under the policy. All policies include a blanket automatic waiver of subrogation endorsement [provision] that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. In the absence of such a contractual obligation on the part of the named insured, the waiver of subrogation feature does not apply. All policies (except Workers' Compensation/EL) contain a special endorsement with "Primary and Noncontributory" wording. Attachment Code: D541833 Master ID: 1406282, Certificate ID: 16403560 Named Insured Sched Vortex infrastructure Holdco, LLC Vortex Companies, LLC Vortex Infrastructure Services, LLC Vortex Infrastructure Products, LLC Vaught Services, LLC Vortex Turnkey Solutions, LLC Quadex Lining Systems, LLC Vortex West Vortex Industrial Solutions, LLC Ricor Services, LLC Vortex Services, LLC FIKIA VacVision Environmental, LLC Quadex Acquisition, LLC Quadex, LLC Schwalm USA, LLC Shoptrenchless. com LLC Vortex Infrastructure Holdings, LLC Midas Flow Controls - South Central, LLC Vaught Holdings, LLC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 006125-1 CERTIFICATE OF INSURANCE Page I of I SECTION 00 6125 CERTIFICATE OF INSURANCE [Assembler: For Contract Document execution, remove this page and replace with standard ACORD Certificate of Insurance form.] END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STANDARD GENERAL CONDITIONS OF THE CONSTR[JCTION CONTRACT CITY OF FORT WORTII 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents.................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents. Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards.................................................................................:.................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands.................................................................................................................. I l 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance........ 1 g ........................................................................................................ 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 -- Contractor's Responsibilities .................. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 .........................................................19 2019 Storm Drain Rehabilitation Unit Price Construction Contract 6.01 Supervision and Superintendence...............................................................................................19 CITY of PORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection.................................................................................................................. 29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs.............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit.............................................................................................................................. 34 6.24 Nondiscrimination.......................................................................................................................35 Article7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article8 - City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................ 36 8.03 Pay When Due....................................................................:.......................................................36 8.04 Lands and Easements; Reports and Tests ................ ' 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................ 37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work.......................................................................................................... 38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF PORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Article 10 -- Changes in the Work; Claims; Extra Work ............. 10.01 Authorized Changes in the Work ............................ 10.02 Unauthorized Changes in the Work ........................ 10.03 Execution of Change Orders ..... :.............................. 10.04 Extra Work............................................................... 10.05 Notification to Surety ............................................... 10 06 C t t Cl ' P .......................................................... 38 .......................................................... 38 .......................................................... 39 onrac aims rocess....................................................................... ............................. 39 ............................. 39 ............................. 39 ............................. 40 Article 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................ 47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13 09 CM C t D f W k 51 xty ay orrec e v ec Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values.............................................................................. 14.02 Progress Payments.............................................................................. 14.03 Contractor's Warranty of Title........................................................... 14.04 Partial Utilization................................................................................ 14.05 Final Inspection................................................................................... 14.06 Final Acceptance................................................................................. 14.07 Final Payment...................................................................................... 14.08 Final Completion Delayed and Partial Retainage Release ................ 14 09 W ' f Cl ...................................... 52 ...................................... 52 ...................................... 54 ...................................... 55 ...................................... 55 55 alvero aims............................................................................................ Article 15 -- Suspension of Work and Termination. 15.01 City May Suspend Work ...................... 15.02 City May Terminate for Cause ............ 15.03 City May Terminate For Convenience CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 .......................... 56 .......................... 56 .......................... 57 ..................................................................................... 57 ..................................................................................... 57 ..................................................................................... 58 ..................................................................................... 60 2019 Storm Drain Rehabilitation Unit Price Construction Contract Article 16 Dispute Resolution ................................. 16.01 Methods and Procedures ........................ ........................................................................61 ............................................................................ 61 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2010 Article 17 — Miscellaneous ............................... 17.01 Giving Notice ............................... 17.02 Computation of Times ................. 17.03 Cumulative Remedies .................. 17.04 Survival of Obligations ................ 17.05 Headings ....................................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 ............................................................................................ 62 ............................................................................................ 62 ............................................................................................ 62 ............................................................................................ 62 ............................................................................................ 63 ............................................................................................ 63 I 2019 Storm Drain Rehabilitation Unit Price Construction Contract 007200-1 GENERAL CONDITIONS Page I of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents, 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bic —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager -- The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — ' The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPL'•CIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45, Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. PetroleumPetroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200- I GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents, 53. Project Manager —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting -- An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6.00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH 2O19 Storm Dram Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 oonoo-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise), C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is .unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, .Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELINIINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page S of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in farm, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMLNTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 10 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work. If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page I 1 of 63 proceed with the Work affected thereby {except in an emergency as required by Paragraph CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04.. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or, 2, reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH 2019 Storm Drain Rehabil itation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 20t6 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if. 1. Contractor knew of the existence of such conditions at the time Contractor made a fmal commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming CITY OF FORT WORM 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 16 of 63 aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 17 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not CITY OF FORT WORTH 2O19 Storm Drain Rehabititation Unit Price Construction Contrac( STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Revised February 2, 2016 007200- 1 GENERAL CONDITIONS Page IS of 63 limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 19 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200- 1 GENERAL CONDITIONS Page 20 of 63 Condition uncovered or revealed at the Site. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 21 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attomey-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which . shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 23 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as . is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - I GENERAL CONDITIONS Page 24 of 63 Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 25 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of'Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.0t Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, -suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - l GENERAL CONDITIONS Page 27 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so .named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH 2O19 Stone Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 28 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200- 1 GENERAL CONDITIONS Page 29 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will, record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 30 of63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200- 1 GENERAL CONDITIONS Page 31 of 03 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 32 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the llth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 33 of63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages {including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Devised February 2, 2016 007200-1 GENERAL CONDITIONS Page 34 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http:i/www.window.state.tx.us/taxinfo/taxfonns/93-fonns.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY Or FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 35 of63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 36 of 63 their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any- D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14,A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 38 of63 Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the Iimited purposes required by Paragraph 6.1 S.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 40 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's .Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is CITY OF FORT WORTH 2O19 Stonn Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 41 of 63 responsible; or CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED R PROUN THAT ALL T OR SOME OF HE DAMAGES BEING SOUGHT WERE_CAUSED. IN WHOLE OR IN PART, BY ANY ACC OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDENNIFICATION PROVISION IS CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - l GENERAL. CONDITIONS Page 43 of 53 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART BY ANY ACT MISSION OR NEGLIGENCE OF THE -CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 44 of 63 the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 45 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper an& safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 46 of 63 Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 47 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constniction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 48 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 -- CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Mike Bennett, P.E., PMP, or his successor pursuant to written notification from the Director of Transportation and Public Works Department. 9.02. Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph CITY OF FORT WORTH 2O19 Stonn Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL. CONDITIONS Page 50 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06, ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPF,CIFICAI'ION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 51 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 52 of 63 10.06 Contract Claims Process A. City's Decision Required. All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim, 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of finther resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11-- COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included.• The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. PayrolI costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 54 of63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 55 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timckeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.I or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 56 of63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 57 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - l GENERAL CONDITIONS Page 58 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 -- CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.013.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.0l.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and CITY OF PORT WORTI I 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 60 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.0 LB; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to,.acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive romedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 61 of63 information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Febmary 2, 2016 007200-1 GENERAL CONDITIONS Page 62 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory (``Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 63 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defet;tiye Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 64 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages {including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CFI'Y Or FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 65 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constniction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 66 of 63 engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 67 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OP PORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 68 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WOW111 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL. CONDITIONS Page 69 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%)• D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.c or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 70 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No tim(,� .charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract sTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 71 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any Sinn City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of .the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 72 of 63 Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPF,CIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 73 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable tp any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 74 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of Iimitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance 920020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or banlaupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 75 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated. by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 76 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH 2O19 Stonu Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIIIICATION DOCUMENTS Revised February 2, 2016 007200-1 GENERAL CONDITIONS Page 77 of63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007200- 1 GENERAL CONDITIONS Page 78 of 63 1, elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — NUSCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or' Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 00 72 00 - l GENERAL CONDITIONS Page 79 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 007300-1 SUPPLEMENTARY CONDITIONS Page l of 7 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final casements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of October 14, 2019. Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL NUMBER None OWNER TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing casement line locations. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 7 1 SC-4.01A.2, "Availability of Lands" 2 3 Utilities or obstructions to be removed, adjusted, and/or relocated 4 5 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 6 as of October 14, 2019. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None. Report No. , dated , prepared by a sub -consultant of a consultant of the City, providing additional information on The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Pacheco Koch (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: CITY OP FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 7 1 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 2 3 ,Statutory limits 4 Employer's liability 5 $100,000 each accident/occurrence 6 $100,000 Disease - each employee 7 $500, 000 Disease -policy limit 8 9 SC-5,04B., "Contractor's Insurance" 10 l 1 5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance 12 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 13 minimum limits of: 14 15 $1,000,000 each occurrence 16 $2, 000, 000 aggregate limit 17 18 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) malting the 19 General Aggregate Limits apply separately to each job site. 20 21 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 22 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 23 24 SC 5.04C., "Contractor's Insurance" 25 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 26 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 27 28 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 29 defined as autos owned, hired and non -owned. 30 31 $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 32 least: 33 34 $250, 000 Bodily Injury per person / 35 $500, 000 Bodily Injury per accident / 36 $100,000 Property Damage 37 38 SC-5.04D., "Contractor's Insurance" 39 40 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 41 material deliveries to cross railroad properties and tracks NONE. 42 43 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 44 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 45 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 46 Entry Agreement" with the particular railroad company or companies involved, and to this end the 47 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 48 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 49 to the Contractor's use of private and/or construction access roads crossing said railroad company's 50 properties. 51 52 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 7 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract None None X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's .beginning work. `i The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04.,"Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 7 SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: None SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 16, 2016. Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 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: I . Compliance with Regulations: The Contractor shall comply with the Regulation 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 ReguIations), which are herein incorporated by reference and made a part of this contract. 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 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: 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 subcontactor 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. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 7 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 City or the Texas Department of Transportation 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 City, or the Texas Department of Transportation, 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, City shall impose such contract sanctions as it or the Texas Department of Transportation 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 City or the Texas Department of Transportation 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 City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None city SC-8.01, "Communications to Contractor" SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Mike Bennett, P.E., PMP, mike.bennett@fortworthtexas.gov or (8l7) 392-7891 or his successor pursuant to written notification from the Director of Transportation and Public Works SC-13.03C., "Tests and Inspections" None CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 1 2 SC-16.01C.1, "Methods and Procedures" 3 4 None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY Of PORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Div 01— General Requirements SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 11 00 -1 SUMMARY OF WORK Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises I . Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2019 Storm Drain Rehabilitation Unit Price Construction Contract 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or casements of obstructions which must be removed to make possible proper prosccution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to l or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names,.or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products l) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily Iimited to: a) Size b) Composition or materials of construction c) Weight d) ElectricaI or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time'? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item, Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule c. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc, Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION IRevision Log 1 DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 013120-1 PROJECT MEETINGS Page 1 of 3 SECTION 013120 PROJECT MEETINGS [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.] PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend I Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule It. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings maybe held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log ' DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 32 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WOR`rI-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2019 Storm Drain Rehabilitation Unit Price Construction Contract 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: I ) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2019 Storm Drain Rehabilitation Unit Price Construction Contract 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2019 Storm Drain Rehabilitation Unit Price Construction Contract 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTI-1 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 32 33 - 1 PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification . 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1, Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF PORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit.Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1-- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination ;1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing c) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C-4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 'h inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and Iines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) I ) Such as the manufacturer's product specification and installation instructions 2) AvailabiIity of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0133 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications l U) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work 1. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. I. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the tenns of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH 20 t9 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittaI. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than I resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 7 SUBMITTALS Page 7 of S 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. if specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) l . Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CTFY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 PART1-.GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 013513-1 SPECIAL PROJECT PROCEDURES Page I of 12 SECTION 0135 13 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. NON-EXCLUSIVE CONTRACT This contract is non-exclusive. During the term of this contract or any renewal hereof, the City reserves the right to advertise and award another contract for like or similar work. If a second contract is awarded, the City further reserves the right to issue work orders under either contract as it deems in its best interest, without recourse. 2. MOVE -IN CHARGES A Work Order may contain one or more locations. One move -in fee will paid to the contractor per Work Order issued. Locations for multiple sites per Work Order will be in the same general vicinity, if possible, and if so, only one mobilization charge will be paid. 3. DETERMINATION AND INITIATION OF WORK The Engineer shall determine and designate to the Contractor the location of CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 12 1 the storm water infrastructure requiring rehabilitation by a Work Order. The 2 Engineer will provide a I -page summary of the information for each such 3 replacement, giving the limits, size, nature of work required, and map location. A 4 plan and profile sheet will also be included to provide the location of defects per 5 recent CCTV inspection. The Engineer will notify the Contractor that a Work Order 6 is ready and fax and/or email the Contractor a copy of the Work Order notification. 7 The Contractor is to provide his fax number and email address to the Engineer at 8 the pre -construction conference. Single or several Work Orders may be issued 9 at one time. The Contractor shall initiate work on a rehabilitation within seven 10 (7) working days of the date the Work Order is sent to the Contractor, and 11 continue work on the Work Order until it has been completed, not including 12 paving. The Contractor shall furnish and supply sufficient equipment and 13 personnel to complete the Work Order in the amount of time provided for in 14 the Work Order. Should the Contractor fail to start any Work Order within the 15 time specified, he shall add the necessary work crews and equipment to 16 prosecute the work to complete the Work Order or Work Orders in the time 17 provided. 18 19 4. PAYMENT 20 Because of the unique nature of this contract, Article 14, PAYMENTS TO 21 CONTRACTOR AND COMPLETION of the General Conditions shall be amended 22 and superseded by the following: (Please initial below) 23 24 Whenever the improvements prescribed by an individual Work Order have 25 been completed, the Contractor shall notify the Owner. The Owner or 26 other appropriate official of the Owner will, within a reasonable time, perform 27 the inspections. If such inspection reveals that the improvements are in an 28 acceptable condition and have been completed in accordance with the terms of 29 the Contract Documents and all approved modifications thereof, the Owner 30 will recommend acceptance of the work under that particular Work Order and 31 recommend payment therefore. 32 33 If the Owner finds that the work has not been completed as required, he 34 shall so advise the Contractor in writing, furnishing him an itemized list of all 35 known items which have not been completed or which are not in an acceptable 36 condition. When the Contractor has corrected all such items, he shall again 37 notify the Owner that the improvements are ready for inspection, and the 38 Owner shall proceed as outlined above. 39 40 Whenever the improvements prescribed by the individual Work Order have CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0135 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 12 1 been completed and all requirements of the Contract Documents have been 2 fulfilled on the part of the Contractor, an estimate showing the value of the 3 work will be prepared by the Owner as soon as the necessary 4 measurements, computations, and checks can be made. 5 6 The amount of the estimate will be paid to the Contractor after acceptance by 7 the Transportation and Public Works Director, provided the Contractor has 8 ftimished to the Owner satisfactory evidence of payment as follows: Prior to 9 submission of the estimate for payment, the Contractor shall execute an affidavit, as t0 furnished by the City, certifying that all persons, firms, associations, corporations, I I or other organizations furnishing labor and/or materials under that Work Order have 12 been paid in full, that the wage scale established by the City Council in the City 13 of Fort Worth has been paid, and that there are no claims pending for personal 14 injury and/or property damages. 15 16 The acceptance by the Contractor of the individual payment as aforesaid shall 17 operate as and shall release the Owner from all claims or liabilities under the 18 Contract for anything done or furnished or relating to the work under that 19 Work Order or any act or neglect of said City relating to or connected with the 20 Contract. 21 22 The making of the payment by the Owner shall not relieve the Contractor of 23 any guarantees or other requirements of the Contract Documents which 24 specifically continue thereafter. 25 Bidder's Initials 27 28 5. BID QUANTITIES AND CONTRACT AWARD 29 Bid quantities of the various items in the proposal are for comparison only and 30 may not reflect the actual quantities. There is no limit to which a bid item can 31 be increased or decreased. 32 33 Contractor shall not be entitled to renegotiation of unit prices regardless of the 34 final measured quantities. To the extent that Articles 10, 11, or 12 conflicts 35 with this provision, this provision controls. No claim will be considered for lost 36 or anticipated profits based upon differences in estimated quantities versus 37 actual quantities. 38 39 Total quantities given in the bid proposal may not reflect actual quantities; CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 12 1 however, they are given for the purpose of bidding and awarding the contract. 2 A contract shall be awarded with final payment based on actual measured quantities 3 and the unit price bid in this proposal. Moreover, there is to be not limit on the 4 variation between the estimated quantities shown and actual quantities performed. 5 6 6. LIFE OF CONTRACT 7 It is contemplated that Work Orders will be issued to the Contractor for work 8 to be performed under this Contract for not to exceed two years 9 following the date of the Contract nor to exceed the limit of the bid price, 10 whichever should occur first. The Contractor shall be required to complete any 1 1 work covered by a Work Order issued prior to that date of termination but will 12 not be required to accept any work order for execution dated after that date of 13 termination. If the cost of the work performed under this Contract is less than 14 the limit of the contract award at the end of the two year period, at 15 the City's option and the Contractor's concurrence, the Project may be 16 extended to the limit of the contract award. 17 18 7. OPTION TO RENEW 19 The City has the right to renew this contract for two (2) one-year 20 terms under the same terms, conditions and unit prices. The City shall give at least 21 sixty (60) days notice prior to the expiration of this contract, determined as one year 22 from the date of execution, or of an option period, or a like notice. 23 24 8. LIQUIDATED DAMAGES 25 The Contractor shall pay liquidated damages of four hundred twenty dollars 26 ($420.00) per day per Work Order, for failure to begin a Work Order within the 27 seven (7) working days of the date the Work Order is faxed to the Contractor. 28 Failure to complete project within the stipulated construction time on the Work 29 Order, the Contractor will pay liquidated damages in the amount stipulated in 30 -these contract documents. 31 9. TRENCH SAFETY SYSTEM DESIGN 32 Because of the unique nature of this contract, the number of trench safety 33 system designs required is not known at the time bids are received. While the 34 contractor is still bound by the latest version of the U.S. Department of Labor, 35 Occupational Safety and Health Administration Standards, 29 CFR Part 1926, 36 Subpart P-Excavations, it is the City's intention that all costs incurred by the 37 Contractor in acquiring trench safety designs be included in the unit price bid 38 for Job Move -In or mobilization. 39 40 C. Related Specification Sections include, but are not necessarily limited to: CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0135 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 12 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2 2. Division 1— General Requirements 3 3. Section 33 12 25 — Connection to Existing Water Mains 4 1.2 PRICE AND PAYMENT PROCEDURES 5 A. Measurement and Payment 6 1. Coordination within Railroad permit areas 7 a. Measurement 8 1) Measurement for this Item will be by lump sum. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 will be paid for at the lump sum price bid for Railroad Coordination. 12 c. The price bid shall include: 13 1) Mobilization 14 2) Inspection 15 3) Safety training 16 4) Additional Insurance 17 5) Insurance Certificates 18 6) Other requirements associated with general coordination with Railroad, 19 including additional employees required to protect the right-of-way and 20 property of the Railroad from damage arising out of and/or from the 21 construction of the Project. 22 2. Railroad Flagmen 23 a. Measurement 24 1) Measurement for this Item will be per working day. 25 b. Payment 26 1) The work performed and materials filrnished in accordance with this Item 27 will be paid for each working day that Railroad Flagmen are present at the 28 Site. 29 c. The price bid shall include: 30 1) Coordination for scheduling flagmen 31 2) Flagmen 32 3) Other requirements associated with Railroad 33 3. All other items 34 a. Work associated with these Items is considered subsidiary to the various Items 35 bid. No separate payment will be allowed for this Item. 36 1.3 REFERENCES 37 A. Reference Standards 38 1. Reference standards cited in this Specification refer to the current reference 39 standard published at the time of the latest revision date logged at the end of this 40 Specification, unless a date is specifically cited. 41 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 42 High Voltage Overhead Lines. CITY OF FORT WORTH 2O19 Stonn Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 35 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 12 1 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 2 Specification 3 1.4 ADMINISTRATIVE REQUIREMENTS 4 A. Coordination with the Texas Department of Transportation 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces 43 D. Air Pollution Watch Days CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0135 I3 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 12 1 1. General 2 a. Observe the following guidelines relating to working on City construction sites 3 on days designated as "AIR POLLUTION WATCH DAYS". 4 b. Typical Ozone Season 5 1) May 1 through October 31. 6 c. Critical Emission Time 7 1) 6:00 a.m. to 10:00 a.m. 8 2. Watch Days 9 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 10 with the National Weather Service, will issue the Air Pollution Watch by 3:00 11 p.m. on the afternoon prior to the WATCH day. 12 b. Requirements 13 1) Begin work after 10:00 a.m. whenever construction phasing requires the 14 use of motorized equipment for periods in excess of 1 hour. 15 2) However, the Contractor may begin work prior to 10:00 a.m. if- 16 a) Use of motorized equipment is less than 1 hour, or 17 b) If equipment is new and certified by EPA as "Low -Emitting", or 18 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 19 alternative fuels such as CNG. 20 E. TCEQ Air Permit 21 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 22 F. Use of Explosives, Drop Weight, Etc. 23 1. When Contract Documents permit on the project the following will apply: 24 a. Public Notification 25 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 26 prior to commencing. 27 2) Minimum 24 hour public notification in accordance with Section 0131 13 28 G. Water Department Coordination 29 1. During the construction of this project, it will be necessary to deactivate, for a 30 period of time, existing lines. The Contractor shall be required to coordinate with 31 the Water Department to determine the best times for deactivating and activating 32 those lines. 33 2. Coordinate any event that will require connecting to or the operation of an existing 34 City water Iine system with the City's representative. 35 a. Coordination shall be in accordance with Section 33 12 25. 36 b. If needed, obtain a hydrant water meter from the Water Department for use 37 during the life of named project. 38 c. In the event that a water valve on an existing live system be turned off and on 39 to accommodate the construction of the project is required, coordinate this 40 activity through the appropriate City representative. 41 1) Do not operate wafter line valves of existing water system. 42 a) Failure to comply will render the Contractor in violation of Texas Penal 43 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 44 will be prosecuted to the full extent of the law. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 12 I b) In addition, the Contractor will assume all liabilities and 2 responsibilities as a result of these actions. 3 H. Public Notification Prior to Beginning Construction 4 1. Prior to beginning construction on any block in the project, on a block by block 5 basis, prepare and deliver a notice or flyer of the pending construction to the front 6 door of each residence or business that will be impacted by construction. The notice 7 shall be prepared as follows: 8 a. Post notice or flyer 7 days prior to beginning any construction activity on each 9 block in the project area. 10 1) Prepare flyer on the Contractor's letterhead and include the following I 1 information: 12 a) Name of Project 13 b) City Project No (CPN) 14 c) Scope of Project (i.e. type of construction activity) 15 d) Actual construction duration within the block 16 e) Name of the contractor's foreman and phone number 17 f) Name of the City's inspector and phone number 18 g) City's after-hours phone number 19 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 20 A. 21 3) Submit schedule showing the construction start and finish time for each 22 block of the project to the inspector. 23 4) Deliver flyer to the City Inspector for review prior to distribution. 24 b. No construction will be allowed to begin on any block until the flyer is 25 delivered to all residents of the block. 26 I. Public Notification of Temporary Water Service Interruption during Construction 27 1. In the event it becomes necessary to temporarily shut down water service to 28 residents or businesses during construction, prepare and deliver a notice or flyer of 29 the pending interruption to the front door of each affected resident. 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013513-9 SPECIAL PROJECT PROCEDURES Page 9 of 12 I f. Electronic versions of the sample flyers can be obtained from the Project 2 Construction Inspector. 3 J. Coordination with United States Army Corps of Engineers (USACE) 4 1. At locations in the Project where construction activities occur in areas where 5 USACE permits are required, meet all requirements set forth in each designated 6 permit. 7 K. Coordination within Railroad Permit Areas 8 1. At locations in the project where construction activities occur in areas where 9 railroad permits are required, meet all requirements set forth in each designated 10 railroad permit. This includes, but is not limited to, provisions for: 11 a. Flagmen 12 b. hispectors 13 c. Safety training 14 d. Additional insurance 15 e. Insurance certificates 16 f. Other employees required to protect the right-of-way and property of the 17 Railroad Company from damage arising out of and/or from the construction of 18 the project. Proper utility clearance procedures shall be used in accordance 19 with the permit guidelines. 20 2. Obtain any supplemental information needed to comply with the railroad's 21 requirements. 22 3. Railroad Flagmen 23 a. Submit receipts to City for verification of working days that railroad flagmen 24 were present on Site. 25 L. Dust Control 26 1. Use acceptable measures to control dust at the Site. 27 a. If water is used to control dust, capture and properly dispose of waste water. 28 b. If wet saw cutting is performed, capture and properly dispose of slurry. 29 M. Employee Parking 30 1. Provide parking for employees at locations approved by the City. 31 N. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 32 Construction Specification [if required for the project — verify with City] 33 1. Comply with equipment, operational, reporting and enforcement requirements set 34 forth in NCTCOG's Clean Construction Specification.) CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0135 13 - 10 SPECIAL, PROJECT PROCEDURES Page 10 of 12 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E -- Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -11 SPECIAL PROJECT PROCEDURES Page 11 of 12 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY !!tl'ILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. CONTRACTOR'S SUPERINTENaENi-> AT C1 i_ OR Mr. CCITY INSPECTORS AT [ TELEPHONE NO.� AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (917) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 N 3 4 0135 13 - 12 SPECIAL PROJECT PROCEDURES Page 12 of 12 EXHMff B FORTWORTH Do": DOE no. 5L]¢5I}L NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL. MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR_ (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED]' 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY Of CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0t 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I . Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with Iockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy 1, 2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS ]NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING ]NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Lag DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page] of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. RemovaI of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage L In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 5526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 015713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I —General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms I . Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the Iatest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan.. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 OI5713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 0157 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during constriction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 e PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE t CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE Pagel of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1, None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH 2O19 Storn3 Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of %-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oa] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20 t I SECTION 0160 00 PRODUCT REQUIREMENTS PART1_ GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is located on Buzzsaw as follows: 1. Resources102 - Construction Documents\Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. Sce Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D..lohnson Modified Location of City's Standard Product List CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 66 00 -1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND IIANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. CIearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD f SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD loiz] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from l location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site CIean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: l) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS Revised November 22, 2016 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division I — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.1.A.2.a.1) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH 20I9 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00, 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section I.I.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" will be paid for at the Unit 31 price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.AA.a) 36 2) Demobilization as described in Section 1.I.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 8 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 01 71 23 -1 CONSTRUCTION STAKING AND SURVEY Page I of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following; 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23,16.01— Attachment A —Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category S 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 01 71 23 -3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH 2O14 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2013 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of S 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the Iocation of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fiilly responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the Iocation during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater—Not Applicable CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater —Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (S 17-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefi.Ie (.shp) CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances Iisted hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3. LA. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 0171 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR I RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Pricc Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 -- PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 FORT WORTH Section 017123.01 - Attachment A Survey Staking Standards February 2017 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right -of way or through Joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.goy/txdotmanuals/ess/ess.pdfj If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL WILLOW TELEPHONE/FIBER OPTIC 'ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER Ill. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 3 of 22 Ill. Survey+ Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS Look for `Zoning Maps'. Under'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, `X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Ea sti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS _North American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for _a_proiect that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance ProcesS\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A —Survey Staking Standards.docx Page 6 of 22 m z 0 D' w � m � w Z w J m O n O d 101 EL.= 100.00' w m 5� 2 Cn CL < � = J � O CY w J 1-- 00 Z O � D C) 0 CI 1 N=:5000.00 w Z OC 0 O Ij E=5000.00 a w ZLi = Li Cn W => _ J Li ~ W CC m� W CC Q V. Water Staking Standards 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.15.01 Attachment A —Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking —Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Eire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 w 7' O/S � W/L 7' O/S C w/L STA=1+72:81 C-3.81 a �¢ I 00 a w R. iL W O z Q ~ z z Z un �� 0 W W�W F F F w Q z tole — 106A In ~ F z a iy m x VI. Sanitary Serer Staking r x� �a �m O mm -C F Z IL mz � 3 T O F- o S� j J in zmQw O p W F��m ELWzz � fL3 W s c:Fc z O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 9/of 22 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking IL Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a GDD nail or hub set with a whisker B. Centerline Staking-- Curves I. if arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes 1. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 Example Sanitary Serer Stakes w Im .Im LL M en , r'aa8o 3-- STA 3+71K � va C-3M � x C-3W C- 0 W CA Z LLE W, O W F— CI w m m r He 0 < 7' O/S � Z8� L ......... 4 a� 4i LU z � z �a W a LL W6 :3 �w W W j p RQ J � U fJ Y � C z F F F:ZF� F d 2 F� 00 W L3 ra Qz go pWU C-5� W Lei Lai � F p CD < I.-' O/S SS STAG400 �x C- yr c-s� a C-Q� �i ElfWf wW= V COW a �m C3 z Yj x rn ~o i:iti Egg g w Ir a E F� 4 a= 2 w� ad mz Da xbf 0 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 1/11. Storm Sewer 9% Inlet Staltln� A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker S. Centerline Staking — Curves 1. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length Ill. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67'total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor li. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01WAttachment A_Survey Staking Standards.docx Page 12 of 22 BACK (SIX FAdNG H.11%) POkNE # HUB ELEVATIEW Example Storm Inlet Stakes FRONT (SIDE FACING HUB WITH TOCK BACK OF OUF+'B —EDGE OF PAVEMENT FRONT (SIDE FACING CQ a n m m i r 1 IDENTIFIES MICH END OF 114E WINO BEING STAKED 1 INLET STATION t (IF NOTED ON PLANS) T�., NTIFlES GRADE TOP OF CURB �T O IDENTIFIES GRADE c� TO FLOWNE I NQ FLAGGING REC3triRED DISTANCES FOR INLE13 STANDARD 10' - 10' RECESSED W - W 57ANDPRD DOUBLE 10' —� ;<M7' RECESSED DOUBLE 10` 365i 1 9ACK OF INLET � ��. I F.��,NI'ft�LE bI + iilM BACK ODE: FAUNC H.4.W--) PUNT 0 HUB ELEVAMON F:Am or INLET FACE OF INLET EDGE OF F',&6.1rNT I I "5 = OF PAWMENT In r m IDENTIFIES %NHICH �=/15 END CF THE YANG BEING STAKED co I TIC l +I Q FL I I BACK OF CURB O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 13 of 22 FLOWENE ~ EDGE OF PMiMENT VIII. Curb and Gutter Stakin A. Centerline Staking— Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0.171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING Q o FRONT IaEWnFlEs ENO FRONT (SIOE FAOINO t) POINT OF 97 FRONT T oar (SIDE FACING :OENTIFIES START PC .�. FONT OF CURVATURE (SIDE FACING q) C1 ~ d �� + PT ' BACK " ' IDENTIFIES OFFSET E8 TO O (SIDE FACING R.C.V1.) FOR Fhb pF CUOR F O T, c� n� r {T- POINT # :121 ? 0 p III I ' ��.y' IOE]ITIFIFS GRADE IS III i II '-! TO TOP OF GURU GRADE HUB ELEVATION �4 * RANO ONPAJS PGIh ON _A71 r TCi' G;c CllR6 47, BACK OF CURB FACE OF CURB i ----I �_ FLO TALI N EOGF OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 e 2.6- )E i � s A _- F+Oia .�.. . � o � 2�)- k 0L <e�( 9 »! — — LL r1222m \ \wn IL @® Y � 7 La /� IIN Y . ». p |\ / HIM-1 _. AO§ tee« 2 a=� Have ) IS 0 _ ,l :a 2 �/ � 7 2� j ) §o - � x § (�ƒ ! / } \ w <2 k ` Na j _ _ � j15 ,m a \� O: pe esQ;Governance Process\TemporaryS « qc\C aN!@ D§i rye pDli w Div 010171 2.1 J1 m@6mAlA suave Staking ganda@sdox Page of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Date: Staking Method: ❑ GPS LOCATION: CONSULTANTICONTRACTOR SURVEY CREW INITIALS Standard City Cut Sheet ❑ TOTAL STATION City Project Number: Project Name: ❑ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LTI+RT DESCRIPTION PROP. GRADE STAKED ELEV. CUT + FILL OASpecs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Surtvey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section 1V. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.15.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.15.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 i� a_iy N. I. i. p i a : O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 srAaaavo - fa m n:.L'Wrro �rw srw oU�7[X3 r2sac rr corn G . STA&'.Ao �- ArW2 tFtNra ARl REMq/E 81 SALVAGE EXIST boj FAga AE W)TJ R CAE Vf1VE & faE17UZO G15rlvj, CABA&• M ZYW.s'KAiER , i.Izx Ir ME MrALb t-WSWD SLME .11i O jAW-BhGD A-)rx 8mmew • tip+p,£AtlfJY�G PPS F1EWE V"C N•:�*}17lIPb637 N 656 4.z69?0 • ? 3'e`5JI9F E-PW37J794 s, ,x 6LK 6y "8 ` f for 2 p..iiP— f, Wc�i kwhs»r w ;ml,' t12�a�7Hr 1014NE EXiSr. �q1 X'(X!T [mac iBN rear 5�'d j srta3z�v - 12 I F!2<• vEAi: frL�h'L1 nf-� ZK t. sw.f , ram Q} f,'53•tFf117;8:14 E-.WaN52U72 erxre.wUL STA.0,WM - !2' K IF191'A rGA) li15T"'W .7AD57-W - fNSi RLis I- trMA WUO. MF&E t12' VFRT, t 57 LF OF 0WJVEN 111PB CwaECF TO IMSST.ICl jVV? ff swm-,%V F'7 1C3�3YAC N-6WHS M9 •�`:• E c22. "ziP"36 IgAV- hB°�iGE VF1►r1w tFM fIfL1RA jfllf 8'Ni'ILAY'GATE VAiCVE E l A(� 1 QP. •13 �7N'gMon at mFa RAID L'41Y.�nRf A 7CUT r �lf�i lrtn.� - c3"� E92MTOSRW a&. 70M g �'"` •---,�. ire_: _ . �,.. ___._ arnraauYt +. WtAM P cFi�POSEi? R SANiiARY S SEE S11EE 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 91 '-pill r 1 .7 w V Y :........:....-::: l' .. _ ,f— . ........ 23.16.01—Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\S p , � r h r 4 _9=tea ERa�oa�_M1 ll — —' _ J= =�-"Y� Uc---��==--=---P===tea— 23.15.01—Attachment A Survey Staking Standards.docx Page 23 of 23 M 71 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO, NORTHING EASTING ELEV, DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM 2 6946260,893 2296062A41 725.668 GV RIM 3 6946307.399 2296038,306 726.85 GV RIM CcCk- i)!t-, 11- -C 4 6946220.582 2296011,025 723.358 SSMH RIM 5 6946195,23 2296015.116 722.123 GV RIM 6 6946190,528 2296022.721 722.325 FH 1 � 7 6946136.012 2295992.115 719,448 WM RIM 8 6946002.267 2295919.133 713,331 WM RIM 9 6946003.056 2295933.418 713.652 CO RIM��ZT 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295969.892 710.046 WM RIM 12 6945995.077 2295860.962 707.72 WM RIM v jl A 13 6945996.591 2295862,188 708.205 WM RIM 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830,441 710.084 CO RIM C GNftT'�7 S 16 6945835.678 2295799.707 707.774 SSMH RIM t �3 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743,313 2295788,392 710.631 GV RIM 21 6945723,219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM r 24 6945643.407 2295736-03 719.737 CO RIM I kin 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM> 27 6945519.934 2295619.49 732.689 WM RIM C 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736,451 CO RIM 30 6945387.356 2295$97.101 740,756 GV RIM - -I, i 31 6945370.689 2295606.793 740.976 GV RIM Fif- 32 6945383.53 229S610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319,365 2295539.728 746,777 CO RIM 35 6945242.239 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 694520GA83 2295529.305 751.058 WM RIM P. 38 6945142.015 2295557.666 750.853 WM RIM C-Amp 39 6945113,445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM F7E 41 6945041.024 2295552.675 7S1.79 WM RIM ` 42 6945038.878 2295552.147 751.88 WM RIM cJy 43 6945006.397 2295518.135 752.615 WM RIM M-*;tfF 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943A32 22955-96.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A -Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 O)Speco-StdsGovernance Process\TempnrarySpec R|oo\Cupita|Devery\[apDelivery Div 01\U171 23.165.01—AttachmemA—Survey Staking Standnndsdmcx Page 25of 26 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None, C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1—General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS ]NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. if project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction I. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, tenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning I . Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Stonn Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 017719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION INOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 7423. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, wil I make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to- a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels It. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR I RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD lolz] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page I of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: l . Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2, Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 %2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. ManuaI Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 017523-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH' 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 78 23 -4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONKRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.I — title of section removed CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division D —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [ox] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is detenmined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each rum of items. I ) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents l . Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONS"FRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Div 33 — UtioliodIles 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 3112 CURED IN PLACE PIPE (CIPP) 3331 12 - 1 CURED 1N PLACE PIPE (CIPP) Page 1 of 7 5 A. Section Includes: 6 1. Cured in Place Pipe (CIPP) 6-inch through 60-inch for gravity storm drain 7 rehabilitation 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 3. Section 33 0130 — Sewer and Manhole Testing 14 4. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 15 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 16 6. Section 33 04 50 — Cleaning of Sewer Mains 17 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 18 D. For the above referenced specifications: 19 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm 20 drains. 21 2. Any item that is not a pay item will be considered subsidiary. 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Cured in Place Pipe (CIPP) 25 a. Measurement 26 1) Measured horizontally along the surface from center line to center line of 27 the manhole or appurtenance 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and Measured as provided under "Measurement" will be paid for at the unit 31 price bid per linear foot for "CIPP" installed for: 32 a) Various sizes 33 c. The price bid shall include: 34 1) Mobilization 35 2) Furnishing and installing CIPP as specified by the Drawings 36 3) Hauling 37 4) Disposal of excess material 38 5) Clean -tip 39 6) Cleaning 40 7) Testing CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 3331 12 - 2 CURED 1N PLACE PIPE (CIPP) Page 2 of 7 1 2. Lateral Reconnection, CIPP 2 a. Measurement 3 1) Measurement for this Item shall be per each lateral reconnected. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" will be paid for at the unit 7 price bid per each "Lateral Reconnection, CIPP". 8 c. The price bid shall include: 9 1) Mobilization 10 2) Furnishing and installing CIPP as specified by the Drawings 11 3) Hauling 12 4) Disposal of excess material 13 5) Clean-up 14 6) Cleaning 15 7) Testing 16 1.3 REFERENCES 17 A. Reference Standards 18 1. Reference standards cited in this Specification refer to the current reference 19 standard published at the time of the latest revision date logged at the end of this 20 Specification, unless a date is specifically cited. 21 2. American Association of State Highway and Transportation Officials (AASHTO). 22 3. ASTM International (ASTM): 23 a. D5813, Standard Specification for Cured -In -Place Thermosetting Resin Sewer 24 Piping Systems. 25 b. F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 26 by the Inversion and Curing of a Resin -Impregnated Tube. 27 c. F1743, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 28 by Pulled -in -Place Installation of Cured -in -Place Thermosetting Resin Pipe 29 (CIPP). 30 4. International Organization for Standardization (ISO): 31 a. 9000, Quality Management System - Fundamentals and Vocabulary. 32 5. Occupational Safety and Health Administration (OSHA). 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 01 33 00. 36 B. All submittals shall be approved by the City prior to delivery. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Product Data 39 1. Flexible Liner (tube) 40 a. Tabular summary by storm drain segment noting required CIPP thickness per 41 section 42 2. Resin 43 a. Technical data sheet showing physical and chemical properties 44 b. Test results of chemical resisting testing performed by resin manufacturer CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 3331 12 - 3 CURED IN PLACE PIPE (CIPP) Page 3 of 7 I B. Shop Drawings 2 1. Provide calculations to support CIPP design thickness after curing. List the 3 following criteria used for the calculations: 4 a. Assumed host pipe condition 5 b. Ground water table elevation 6 c. Depth of cover at deepest location 7 d. Modulus of soil stiffness 8 e. Long term modulus of elasticity 9 f Live loading 10 g. Factor of safety against buckling 11 h. Assumed pipe ovality 12 C. Certificates 13 1. Furnish an affidavit certifying that all CIPP meets the provisions of this Section and 14 meets the requirements of above referenced ASTM standards. 15 D. Source Quality Control Submittals 16 1. Manufacturer to provide third party test results supporting the long-term 17 performance and structural strength of the pipe being manufactured 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. Manufacturing and Installation 23 a. Finished pipe shall be the product of 1 manufacturer. 24 b. Liner manufacturing operations shall be performed at 1 location. 25 c. The pipe manufacturer shall: 26 1) Have performed a minimum of 50,000 feet of successful installation in the 27 United States 28 2. All pipe furnished and installed shall be in conformance with and ASTM F 1216 (6- 29 inch through 60-inch). 30 B. Certifications 31 1. Manufacturing and Installation 32 a. Operate pipe manufacturing and installation under a quality management 33 system certified by third party ISO 9000. Provide proof of certification upon 34 request. 35 b. If Installer is different company than Manufacturer, then installer must provide 36 certification from the manufacturer that he/she is licensed and fully trained as 37 an installer of the product upon request. 38 1.10 DELIVERY, STORAGE, AND HANDLING 39 A. Storage and Handling Requirements 40 1. Follow manufacturer's recommendation on all storage and handling requirements. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 20N 3331 12 - 4 CURED IN PLACE PIPE (CIPP) Page 4 of 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY 3 A. Manufacturer Warranty 4 1. Manufacturer's Warranty shall be in accordance with Division 1, 5 B. Performance Warranty 6 1. Every contractor is required to meet a standard, 2-year performance warranty for 7 work done for the. City. 8 PART 2 - PRODUCTS 9 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 10 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS III A. General 12 1. All pipe furnished and installed shall be in conformance with and ASTM F1216 (6- 13 inch through 60-inch). 14 B. Manufacturer and Installers 15 1. Only the Manufacturer/Installers as listed in the City's Standard Products List will 16 be considered as shown in Section 01 60 00. 17 a. The Manufacturer/Installer must comply with this Specification and related 18 Sections. 19 2. Any product that is not listed on the Standard Products List is considered a 20 substitution and shall be submitted in accordance with Section 01 25 00. 21 C. Performance / Design Criteria 22 1. Liner (tube) 23 a. Design liner for a 50-year service life under continuous loading conditions. 24 b. Consider no bonding to the original pipe wall. 25 c. Ease design on a fully deteriorated host pipe condition as defined in 26 ASTMF1216. 27 d. Calculate wall thickness per ASTM F 1216 Appendix X 1. 28 1) Assume the following values for the design: 29 a) Safety Factor (N) = 2.0 30 b) Ovality (C) = 5 percent 31 c) Enhancement Factor (K) — 7.0 32 d) Groundwater Depth (H,) = per Drawings, feet 33 e) Soil Depth (H) = per Drawings, feet 34 f) Soil Modulus (E') = 1,000, psi 35 g) Soil Density (w) = 130 pounds per cubic foot 36 h) Live Load = ASSHTO HS 20 37 2) The minimum allowable wall thickness for fiberglass liner is 2.8 38 millimeters and can be increased as necessary to meet ASTM F1216 39 Appendix XI design formula. 40 3) The minimum allowable wall thickness for felt liner is 6.0 millimeters and 41 can be increased as necessary to meet ASTM F1216 Appendix X1 design 42 formula. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I, 2019 3331 12 - 5 CURED IN PI..ACE PIPE (CIPP) Page 5 of 7 1 4) Fiberglass or felt products below the stated minimum wall thickness will 2 not be allowed under any circumstances. 3 D. Materials 4 1. Liner (tube) 5 a. The liner consists of absorbent non -woven felt or seamless spirally wound glass 6 fiber. 7 b. Construct liner to withstand installation pressures, have sufficient strength to 8 bridge missing pipe and stretch to fit irregular pipe sections. 9 c. The wet out liner shall have a relatively uniform thickness that when 10 compressed at installation pressures will equal or exceed the calculated I 1 minimum design CIPP wall thickness. 12 d. Manufacture liner to a size that when installed will tightly fit the internal 13 circumference and length of the original pipe. Make allowance for 14 circumferential stretching during construction. 15 e. Manufacture to length necessary to fully span the distance between manholes. 16 Include sufficient amount of material for sealing at manholes and product 17 sample, if required. 18 f. The wall color of the interior pipe surface of CIPP after installation shall be a 19 light reflective color so that a clear, detailed examination with CCTV 20 inspection per Section 33 0131 can be made. 21 2. Resin 22 a. The resin system will be manufactured by an approved company selected by the 23 CIPP liner manufacturer. Provide documentation of approval, if requested. 24 b. The resin system shall be corrosion resistant polyester or vinyl ester system 25 including all required catalysts and initiators that create a composite that 26 satisfies the requirements of ASTM F1216, ASTM D5813 and ASTM F1743. 27 c. The resin used shall produce a proper CIPP system, which will be resistant to 28 abrasion caused by solid, grit or sand. 29 2.3 ACCESSORIES [NOT USED 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3 - EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAAiIINATION [NOT USED] 34 3.3 PREPARATION [NOT USED] 35 36 37 38 39 40 41 42 A. Inspection 1. Prior to installation, conduct an inspection of the existing pipe identified for rehabilitation along with the surrounding job site conditions. 2. Complete a Pre -CCTV inspection per Section 33 01 31. 3. Observe flows at different times of the date to determine or verify flow conditions in preparation for bypass pumping. 4. Verify accessibility conditions and coordinate with city regarding easement access and limitations. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION_ SPECIFICATION DOCUMENTS Revised February 1, 2019 3331 12 - 6 CURED IN PLACE PIPE (CIPP) Page 6 of 7 1 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be 2 rehabilitated without compromising the CIPP system. 3 B. Host Pipe Preparation 4 1. Clean the pipe per Section 33 04 50. 5 2. Inspect pipe as required by this Specification. 6 3. Prepare for bypass pumping per Section 33 03 10. 7 C. Liner (tube) Preparation 8 1. Resin Impregnation 9 a. Impregnate the liner in a saturation facility where the environment can be 10 consistently controlled. 11 b. Use sufficient quantity of resin to fill the volume of air voids in the tube with 12 additional allowances for polymerization shrinkage and the potential loss of 13 resin during installation through cracks and irregularities in the original pipe 14 wall. 15 c. Vacuum impregnate the resin utilizing a motorized pinch roller to set proper 16 thickness. 17 2. If transported to the site, refrigerate as necessary to maintain stable environment for 18 the impregnated liner. 19 3.4 INSTALLATION 20 A. Safety 21 1. Carry out operation in accordance with all OSHA and manufacturer's safety 22 requirements including, but not limited to, safety requirements involving confined 23 space entry. 24 B. Liner installation 25 1. The impregnated liner can be placed in the pipe by either direct inversion or the pull 26 in place method. 27 2. Follow ASTM F1216 Specification for direct inversion installation. 28 3. Follow ASTM F1743 Specification for pulled in place installation. 29 4. The finished CIPP should be continuous over the entire length of the run and be 30 smooth and free from substantial wrinkles, as well as defects and improper lateral 31 connections. 32 C. Curing 33 1. Curing of the CIPP may be done by water, steam or Ultra Violet (UV) light source, 34 depending on the liner type and resin. Each method must follow the 35 recommendation of the manufacturer. 36 2. Place a sufficient amount of temperature and/or monitoring gauges within the 37 system to insure curing throughout the liner is consistent and uniform. A minimum 38 of 2 gauges is required, 1 at each end of the liner. 39 3. Upon completion of the curing process provide the City with the monitoring data. 40 D. Reinstatement of lateral connections 41 1. After the liner pipe is cured in place have the lateral connections reinstated within 42 18 hours. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333t 12-7 CURED IN PLACE PIPE (CIPP) Page 7 of 7 1 2. Reinstate the lateral by cutting the liner from the inside of the pipe. For small 2 diameter pipe a remote operated cutting device may be used. For larger pipe the 3 liner may be cut by hand. 4 3. An internal cut is considered acceptable if the bottom 1/3 of the opening snatches 5 the existing tap invert, there are no jagged edges and a minimum of 95 percent of 6 the tap opening is restored. 7 4. Blind holes, over cutting and holes that miss the tap must be repaired to the 8 satisfaction of the City. 9 5. If additional work is required to restore the lateral connection outside of the pipe l0 follow the requirements of Section 33 31 50. 11 3.5 REPAIR/ RESTORATION [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD lots] SITE QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Closed Circuit Television (CCTV) Inspection 16 a. Perform a Pre -CCTV and a Post -CCTV Inspection in accordance with Section 17 33 0131. 18 2. The inspection must be completed and the quality of installation must be acceptable 19 to the City prior to restoring services. 20 3. If the CIPP is deemed unacceptable by the City, provide a method of repair or 21 replacement for review and approval by the City. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 25 26 27 28 29 30 31 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE ]NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTll 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I, 2019 333122-1 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 1 of 10 1 SECTION 33 3122 2 SLIP LINING OF STORM DRAINS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing storm drains by Slip Lining with polyethylene 7 pipe 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 03 80 00 — Modifications to Existing Concrete Structures 15 4. Section 33 0130 — Sewer and Manhole Testing 16 5. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 17 6. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 18 7. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 S. Section 33 31 15 — High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 20 9. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 21 10, Section 33 39 10 — Cast -in -Place Concrete Manholes 22 D_ For the above referenced specifications: 23 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm 24 drains. 25 2. Any item that is not a pay item will be considered subsidiary. 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Pipe Installation by SIip Lining 29 a. Measurement 30 1) Measured horizontally along the surface from center line to center line of 31 the manhole, or appurtenance 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the unit 35 price bid per linear foot for "Storm Drain Pipe, Slip Lining" installed for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Furnishing.and installing pipe as specified by the Drawings 39 2) Pre -CCTV Inspection CITY OF PORT WORTH 2Ot9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-2 SANITARY SEWLR SLIPLINING OF STORM DRAINS Page 2 of 10 1 3) Pavement removal 2 4) Excavation 3 5) Hauling 4 6) Launching pit 5 7) Receiving pit 6 8) Bypass Pumping for pipes smaller than 18-inches 7 9) Disposal of excess material 8 10) Furnishing, placement and compaction of backfill 9 11) Clean-up 10 12) Cleaning 11 13) Testing 12 2. Point Repair 13 a. Measurement 14 1) Measurement for this Item shall be by the linear foot measured horizontally 15 along the surface following the pipe centerline for the length identified 16 during the Pre -CCTV inspection and directed by the City. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item I9 and measured as provided under "Measurement" will be paid for at the unit 20 price bid per linear foot for "Storm Drain Pipe, Point Repair" installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 1) Furnishing and installing pipe as specified by the Drawings 24 2) Coupling 25 3) Pavement removal 26 4) Excavation 27 5) Hauling 28 6) Bypass Pumping for pipes smaller than 18-inches 29 7) Disposal of excess material 30 8) Furnishing, placement and compaction of backfill 31 9) Clean-up 32 I0) Cleaning 33 11) Testing 34 1.3 REFERENCES 35 A. Abbreviations and Acronyms 36 1. HDPE — High Density Polyethylene 37 2. CCTV — Closed Circuit Television 38 B. Definitions 39 1. Slip Lining 40 a. Rehabilitation of existing storm drain pipe by pulling or pushing liner pipe into 41 the existing storm drain pipe by use of mechanical and/or hydraulic equipment 42 b. Once in place, the liner pipe is allowed time to relax (return to original shape 43 after elongation due to pulling forces) and is then cut to fit between manholes. 44 c. Annular spaces between the liners and existing storm drain pipes are sealed at 45 each manhole. 46 d. Manhole inverts and benches are reworked and reshaped. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-3 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 3 of 10 1 e. Existing storm drains not immediately affected by the slip lining process 2 remain in operation during the slip lining process, with any flow diverted 3 around the operations in progress. 4 C. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2, American Society for Testing and Materials (ASTM): 9 a. D1248 Specifications for Polyethylene Plastic Molding and Extension 10 Materials 11 b. D1693 Test for Environmental Stress -Cracking of Ethylene Plastics 12 c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings 13 d. D2412 Determination of External Loading Characteristics of Plastic Pipe by 14 Parallel -Plate Loading 15 c. D2657 Standard Practice for Heat -Joining Polyolefin Pipe and Fittings 16 f. D2837 Standard Test Method for Obtaining Hydrostatic Design Basis for 17 Thermoplastic Pipe Materials 18 g. D3262 Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced 19 Thermosetting -Resin) Sewer Pipe 20 h. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials 21 i. F477 Elastomeric Gaskets (Seals) for Joining Plastic Pipe 22 j. F585 Standard Practice for Insertion of Flexible Polyethylene Pipe Into 23 . Existing Sewers 24 k. F714 Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on 25 Outside Diameter (Y IPS and Larger) 26 3. City of Fort Worth Code of Ordinances 27 a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination 30 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the 31 - Drawings. 32 2. Provide advanced notice prior to commencing actual pipe slip lining activities as 33 described in the Drawings in order to allow the City to provide appropriate 34 advanced notice to affected residents. 35 3. Review the location and number of insertion or access pits with the City Inspector 36 prior to excavation. 37 B. Sequencing 38 1. Provide a bypass pumping plan detailing collection and discharge locations and 39 method of bypass pumping prior to the start of construction. 40 2. Provide a phasing plan with the sequence of construction prior to the start of 41 construction. 42 1.5 SUBMITTALS 43 A. Submittals shall be in accordance with Section 0133 00. 44 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-4 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 4 of 10 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Include manufacturer's technical data showing complete information on material 4 composition and physical properties. 5 B. Shop Drawings 6 1. Include dimensions of new pipe and fittings. 7 C. Certificates 8 1. Provide a certificate of compliance with this Specification, upon request, by the 9 manufacturer for all material furnished under this Specification. 10 a. The Contractor will be responsible for all damage caused by and the 11 replacement of failed, unspecified or unapproved materials. 12 D. Manufacturers' Instructions 13 1. Include manufacturer's recommendation for handling, storage and repair of pipe and 14 fittings if damaged. 15 E. Special Procedure Submittals 16 1. Provide a bypass pumping plan in accordance with Section 33 03 10. 17 2. Provide a phasing plan with the sequence of construction prior to the start of 18 construction. 19 1.7 CLOSEOUT SUBMITTALS 20 A. Record Documentation 21 1. Provide Post -Construction Closed Circuit Television inspection reports in 22 accordance with Section 33 01 31. 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE 25 A. Qualifications 26 1: The Contractor shall be certified by the particular Slip Lining system manufacturer 27 that such firm is a licensed installer of their system. No other Slip Lining system 28 other than those listed in these Specifications is acceptable. 29 2. Personnel directly involved with installing the new liner pipe shall receive training 30 in the proper methods for joint fusing, handling, and installing the polyethylene 31 pipe. Training shall be performed by a qualified representative as determined by 32 the pipe manufacturer. 33 B. Certifications 34 1. Provide certification from the pipe manufacturer that samples of the production 35 product meet these Specifications. The certification shall state that the production 36 product has been tested in accordance with ASTM D2837 and validated in 37 accordance with the latest revision of PPI TR-3. 38 2. Provide certification from the manufacturer that stress regression testing has been 39 performed on the specific product. Certification shall include a stress life curve per 40 ASTM D2837 and testing shall have been performed in accordance with ASTM 41 D2837. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-5 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 5 of 10 1 C. Pre -construction and Post -construction Testing 2 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) 3 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 4 3301 31. 5 1.10 DELIVERY, STORAGE, AND HANDLING 6 A. Storage and Handling Requirements 7 1. Transport, handle and store pipe and fittings as recommended by manufacturer. 8 2. If new pipe and fittings become damaged before or during installation, repair as 9 recommended by the manufacturer or replace as required by the City at the 10 Contractor's expense, before proceeding further. 11 3. Deliver, store and handle other materials as recommended by the manufacturer to 12 prevent damage. 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY 15 A. Manufacturer Warranty 16 1. Manufacturer's Warranty shall be in accordance with Division 1. 17 B. Performance Warranty 18 1. Every contractor is required to meet a standard, 2-year performance warranty for 19 work done for the City. 20 PART 2 - PRODUCTS 21 2.1 OWNER FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 22 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 23 A. Manufacturers 24 1. Only the manufacturers as listed on the City's Standard Products List will be 25 considered as shown in Section 01 60 00. 26 a. The manufacturer must comply with this Specification and related Sections. 27 1. Any product that is not listed on the Standard Products List is considered a 28 substitution and shall be submitted in accordance with Section 0125 00. 29 B. Materials 30 1. HDPE Pipe 31 a. The pipe and fitting material shall conform to Section 33 31 15. 32 2. Lateral Saddles 33 a. Conform to Section 33 31 50_ 34 3. Repair Clamp 35 a. Conform to Section 33 31 15. 36 4. Manhole Inverts and Benches 37 a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 38 5. Repair Mortar (Grout) 39 a. Conform to Section 03 80 00. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-6 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 6 of 10 I C. Dimensions and Tolerances 2 1. Supply liner pipe in nominal lengths of 40 feet. 3 a. Obtain Engineer's approval before using shorter lengths. 4 2. The liner pipe shall have the maximum outside diameter indicated on the Drawings 5 a. Nominal size and actual outside diameter shall comply with Table 3 of ASTM 6 D3262. . 7 3. The minimum wall thickness shall the indicated thickness or the thickness 8 recommended by the manufacturer to withstand pushing forces with a safety factor 9 of 2.5, whichever is greater. 10 a. The actual thickness measured at any single point on the pipe shall not be less I 1 than 90 percent of the minimum thickness. 12 4. Stiffness of the liner pipe shall satisfy design requirements for dead, live and 13 hydrostatic loads and maximum grout pressure (with a safety factor no less than 2). 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION 19 A. Verification of Conditions 20 1. Provide Pre -construction Closed Circuit Television (CCTV) Inspection of the 21 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 22 a. Inspection of the pipelines shall be performed by experienced personnel trained 23 in locating breaks, obstacles and lateral connections by Closed Circuit Color 24 Television. 25 B. Evaluation and Assessment 26 1. Identify, by location, the presence of line obstructions in the existing storm drain 27 (granular deposits, dropped joints, protruding lateral connections, or collapsed pipe) 28 which will prevent completion of the pipe bursting/crushing process, and which 2.9 cannot be removed by conventional storm drain cleaning equipment. 30 2. Identify, by location, the presence of sags in the storm drain line(s) by the following 31 procedure: 32 a. Perform CCTV inspection. 33 b. Provide CCTV inspection results to the City. 34 c. The City Inspector will review the Pre -CCTV tapes to determine if any 35 excessive sags exist and will inform the Contractor which segments of pipe are 36 to be replaced by point repair. 37 3.3 PREPARATION 38 A. Bypassing Flow 39 1. Bypass pump of active flow or standing water in accordance with Section 33 03 10. 40 B. Line Obstructions CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-7 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 7 of 10 1 1. If identified in the CCTV inspection, remove line obstruction. 2 a. Removal of obstruction is considered subsidiary to CCTV inspection. 3 C. Point Repairs 4 1. Perform point repair as identified on the Drawings or at the discretion.of the City. 5 This may include: 6 1) Pipe replacement 7 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 8 a uniform grade in line with the existing pipe invert 9 D. New pipe installation preparation I0 1. Furnish a rigid, solid wall cylindrical mandrel with maximum length of 2 times the I 1 host storm drain inside diameter and with outer diameter equal to the outside 12 diameter of the proposed liner pipe. 13 2. Pull the mandrel through the entire length of storm drain to be sliplined. 14 3. If the mandrel will not pass the entire length, note the location and pull the mandrel 15 from the other end to define the entire Iength of the undersize pipe or obstruction. 16 4. Excavate the undersize pipe, remove the crown down to the springline on both 17 sides, and enlarge the host pipe sufficiently that the liner pipe will reside in the 18 lower half (invert to springline) after insertion. 19 5. Remove or repair obstructions such as large joint offsets, rocks or other debris, etc., 20 that would prevent passage of, or damage to, the liner prior to installing the liner. 21 6. After completing the insertion pit excavation, remove the top of the existing storm 22 drain line, where required, down to the spring Iine. 23 3.4 INSTALLATION 24 A. Site Organization 25 1. Locate insertion or access pits such that their total number will be minimized and 26 the length of replacement pipe installed in a single pull shall be maximized. 27 2. Manhole inverts and bottoms may be removed to permit access for installation 28 equipment. 29 3. Locate equipment used to perform the work away .from buildings so as not to create 30 a noise impact. Conform to City of Fort Worth Code of Ordinances, Part II, 31 Section 23-8. 32 a. Provide silencers or other devises to reduce machine noise as needed to meet 33 requirements. 34 B. Schedule 35 1. Upon commencement of the actual slip lining, do not begin a segment of work that 36 cannot be completed before the end of the work day. 37 C. Finished Pipe 38 1. The installed replacement pipe shall be continuous over the entire length of each 39 pipe segment from manhole to manhole and shall be free from visual defects such 40 as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall 41 thickness, pipe separation and other deformities. 42 2. Carefully cut out the replacement pipe passing through or terminating in a manhole 43 in a shape and manner approved by the Engineer. CITY OF FORT WORTH 2Ot9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-8 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 8 of 10 1 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 2 4. The installed pipe shall meet the leakage requirements of the pressure test specified 3 herein. 4 D. Pipe Jointing 5 1. Assemble and join sections of HDPE liner pipe on the job site above ground. 6 2. Use the heating and butt -fusion system for jointing. in strict conformance with the 7 manufacturer's printed instructions and in accordance to Section 33 31 15. 8 3. Ensure that the butt -fusion joints have a smooth, uniform, double rolled back bead 9 made while applying the proper melt, pressure and alignment. 10 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt - II fusion joint. 12 5. Make all joints available for inspection by the Engineer before insertion. 13 6. After the butt joints have been inspected, remove the exterior joint bead in 14 accordance with manufacturer's recommendations and without damaging or 15 weakening the pipe or pipe joint. 16 7. Join the replacement pipe on site in appropriate working lengths near the insertion 17 pit. 18 a. The maximum length of continuous replacement pipe which shall be assembled 19 above ground and pulled on the job site at any 1 time shall be 600 linear feet. 20 8. For situations where the liner pipe is not pulled all the way to the manhole or if it is 21 impossible to pull the liner pipe all the way through, the following shall apply: 22 a. At the direction of the Engineer, a full circle steel clamp shall be utilized to 23 connect segments of the HDPE pipe. 24 E. New Pipe Installation 25 1. Connect a power winch cable to the end of the liner by use of a suitable pulling 26 head, equal to the outside diameter of the liner. 27 2. Secure the pulling head to the liner and then attach the head to the power winch 28 cable so that the Iiner can be satisfactorily fed and pulled through the storm drain 29 main. 30 3. Provide proper bumpers in the insertion pit in order to prevent the ragged edges of 31 the existing pipe from scarring the outside of the liner as it is pulled into the 32 existing storm drain. 33 4. Take appropriate precautions to not damage the liner or break or separate any of the 34 butt -fused joints. 35 a. Limit the length of the liner pulled in any 1 segment as necessary to prevent 36 any backup of lateral lines which may result due to restricted flow through the 37 annular space. 38 5. In order to ensure the integrity of the polyethylene liner, limit the pulling force 39 exerted on the liner to that recommended by the liner manufacturer. 40 6. Use a suitable pulling head such that the pulling head and liner will separate from 41 each other when the pulling force exerted on the liner reaches the maximum force 42 recommended by the manufacturer. 43 a. The pulling head design (including calculations) shall be approved by the 44 Engineer prior to its use. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333122-9 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 9 of 10 1 7. As an alternative, use a measuring device (spring, gauge, etc.) connected to the 2 pulling cable which shall register the pulling force being exerted on the liner. 3 a. The pulling force shall not exceed the maximum force recommended by the 4 manufacturer. 5 1) The measuring device shall be approved by the Engineer prior to its use. 6 8, The Contractor may be allowed to push the liner subject to the Engineer's approval. 7 a. Use care to avoid any buckling of the liner by limiting the stroke of the 8 backhoe. 9 b. Any portion of the liner damaged during this insertion process shall be cut out 10 and the liner rejected. 11 9. In certain cases, the Contractor may be permitted to use a combination of pulling 12 and pushing to enhance the insertion of the liner. 13 a. A liner that is permitted to be pushed shall not have an open end which can 14 allow sand or other debris to be pushed into the liner. 15 10. In all excavations where the liner is not within the existing storm drain line (carrier 16 pipe), install cement -stabilized sand bedding per Section 33 05 10, 17 F. Anchoring New Liner and Scaling Manholes 18 1. The new liner shall protrude in the manholes for enough distance to allow sealing 19 and trimming (but not less than 4 inches). 20 2. Wait a minimum of 10 hours after installation for the liner to reach equilibrium 21 before sealing the new liner at manholes. 22 3. Sea] the annular space between the liner and the existing storm drain main at each 23 manhole with a chemical seal and nonshrink repair mortar (grout). 24 a. Place Oakum soaked in Scotchseal 5600 or equal in a band to form an effective 25 water -tight gasket in the annular space between the liner and the existing pipes 26 in the manholes. 27 b. The width of the band shall be a minimum of 12 inches or'/z the diameter of the 28 pipe, whichever is greater. 29 c. Finish off with non -shrink repair mortar (grout) placed around the annular 30 space from inside the manhole to a width of not less than 6 inches. 31 d. The chosen method, including chemicals and materials, must be approved by 32 the Engineer. 33 4. Cut the liner so that it extends a minimum of 4 inches into the manhole. 34 a. Make a smooth, vertical cut and slope the area over the top of the exposed liner 35 using non -shrink repair mortar (grout). 36 b. Use repair mortar to form a smooth transition with a reshaped invert and a 37 raised manhole bench such that the shape edges of the liner pipe, the concrete 38 bench or the channeled invert shall not catch debris or create a stoppage. 39 c. Rework the invert of the manhole to match the flow line of the new liner. 40 G. Lateral Connections 41 1. Install lateral connections in accordance with Section 33 31 50. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1,2019 33 31 22 - 10 SANITARY SEWER SLIPLINING OF STORM DRAINS Page 10 of 10 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7. FIELD [OR] SITE QUALITY CONTROL 4 A. Field Tests and Inspections 5 1. Post -Construction Closed Circuit Television (CCTV) Inspection 6 a. Conduct a Post -Construction CCTV Inspection in accordance with Section 33 7 0131. 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333123-1 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page I of 8 1 SECTION 33 3123 2 PIPE ENLARGEMENT OF STORM DRAINS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing storm drains by the pipe enlargement system, 7 herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing) 8 a. This system includes splitting or bursting the existing pipe to install a new 9 polyethylene pipe and reconnect existing storm drain lateral connections. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division I — General Requirements 16 3, Section 33 0130 -- Sewer and Manhole Testing 17 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 18 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 19 6. Section 33 05 10 — Utility Trench Excavation, Embedment and BackfiIl 20 7. Section 33 31 15 — High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 21 8. Section 33 3150 — Sanitary Sewer Service Connections and Service Line 22 9. Section 33 39 10 — Cast -in -Place Concrete Manholes 23 D. For the above referenced specifications: 24 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm 25 drains. 26 2. Any item that is not a pay item will be considered subsidiary. 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Pipe Installation by Pipe Enlargement 30 a. Measurement 31 1) Measured horizontally along the surface from center line to center line of 32 the manhole or appurtenance 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under "Measurement" will be paid for at the unit 36 price bid per linear foot for "Pipe Enlargement" installed for: 37 a) Various sizes 38 c. The price bid shall include: 39 1) Furnishing and installing pipe as specified by the Drawings CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333123-2 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 2 of 8 1 2) Pavement removal 2 3) Excavation 3 4) Hauling 4 5) Launching pit 5 6) Receiving pit 6 7) Bypass Pumping for pipes smaller than 18-inches 7 . 8) Disposal of excess material 8 9) Furnishing, placement and compaction of backfill 9 10) Clean-up 10 11) Cleaning 11 12) Testing 12 2. Point Repair 13 a. Measurement 14 1) Measurement for this Item shall be by the linear foot measured horizontally 15 along the surface following the pipe centerline for the length identified 16 during the Pre -CCTV inspection and directed by the City. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" will be paid for at the unit 20 price bid per linear foot for "Storm Drain, Point Repair" installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 1) Furnishing and installing pipe as specified by the Drawings 24 2) Coupling 25 3) Pavement removal 26 4) Excavation 27 5) Hauling 28 6) Bypass Pumping for pipes smaller than 18-inches 29 7) Disposal of excess material 30 8) Furnishing, placement and compaction of backfill 31 9) Clean -lip 32 10) Cleaning 33 11) Testing 34 3. Lateral Reinstatement, Pipe Enlargement 35 a. Measurement 36 1) Measurement for this Item shall be per each lateral to be reinstated. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" shall be paid for at the 40 unit price bid per each "Lateral Reinstatement, Pipe Enlargement". 41 c. The price bid shall include: 42 1) Furnishing and installing pipe as specified by the Drawings 43 2) Pavement removal 44 3) Excavation 45 4) Hauling 46 5) Launching pit 47 6) Receiving pit 48 7) Bypass Pumping for pipes smaller than 18-inches 49 8) Disposal of excess material CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 23 -3 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 3 of 8 1 9) burnishing, placement and compaction of backfill 2 10) Clean-up 3 11) CIeaning 4 12) Testing 5 1.3 REFERENCES 6 A. Abbreviations and Acronyms 7 1. HDPE — High Density Polyethylene 8 2. CCTV — Closed Circuit Television 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 B. Definitions 1. Pipe Bursting/Crushing a. The reconstruction of gravity storm drain pipe by installing an approved pipe material by use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or by using a modified boring "knife" with a flared plug that implodes and crushes the existing storm drain pipe. b. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus. c. The replacement pipe is either pulled or pushed into the bore. d. The method allows for replacement of pipe sizes from 8-inches through 21- inches and/or upsizing in varying increments up to 21-inches. C. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM): a. D1248 Specifications for Polyethylene Plastic Molding and Extension Materials b. D 1693 Test for Environmental Stress -Cracking of Ethylene Plastics c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials f. F714 Specification for Polyethylene (PE) Plastic Pipe (SDR-PP,) Based on Outside Diameter (3" IPS and Larger) 3. City of Fort Worth Code of Ordinances a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 35 1.4 ADMINISTRATIVE REQUIREMENTS 36 37 38 39 40 41 42 43 44 A. Coordination 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the Drawings. 2. Provide advanced notice prior to commencing actual pipe enlargement activities, as described in the Drawings, in order to allow the City to provide appropriate advanced notice to affected residents. 3. Review the Iocation and number of insertion or access pits with the City Inspector prior to excavation. B. Sequencing CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333123-4 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 4 of 8 1 1. Provide a bypass pumping plan, when required, detailing collection and discharge 2 locations and method of bypass pumping in accordance with Section 33 03 10, prior 3 to the start of construction. 4 2. Provide a phasing plan with the sequence of construction prior to the start of 5 construction. 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. 8 B. All submittals shall be approved by the City prior to delivery. 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 10 A. Special Procedure Submittals 11 1. Provide a bypass pumping plan when required by Contract Documents in 12 accordance with Section 33 03 10, 13 2. Provide a phasing plan with the sequence of construction prior to the start of 14 construction. 15 1.7 CLOSEOUT SUBMITTALS 16 A. Record Documentation 17 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 18 0131. 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. The Contractor shall be certified by the particular Pipe Enlargement system 23 manufacturer that such firm is a licensed installer of their system. No other Pipe 24 Enlargement system other than those listed in these Specifications is acceptable. 25 2. The Contractor shall be able to show that the personnel directly involved with the 26 Pipe Enlargement have adequate experience with similar work. 27 B. Pre -construction and Post -construction Testing 28 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) 29 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 30 33 01 31, 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY 34 A. Manufacturer Warranty 35 1. Manufacturer's Warranty shall be in accordance with Division 1. 36 B. Performance Warranty 37 1. Every contractor is required to meet a standard, 2-year performance warranty for 38 work done for the City. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333123-5 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 5 of 8 1 PART 2- PRODUCTS 2 2.1 OWNER -FURNISHED Iox] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 4 A. Manufacturers 5 1. Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 0160 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 1. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 01 25 00. 10 B. Materials 11 1. HDPE Pipe 12 a. The pipe and fitting material shall conform to Section 33 31 15. 13 2. Lateral Saddles 14 a. Conform to Section 33 31 50. 15 3. Repair Clamp 16 a. Conform to Section 33 31 15. 17 4. Manhole Inverts and Benches 18 a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Verification of Conditions 1. Provide Pre -Construction Closed Circuit Television (CCTV) Inspection of the pipeline to be replaced/enlarged in conformance with Section 33 01 31. a. Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and lateral connections by Closed Circuit Color Television. B. Evaluation and Assessment 1. Identify, by Iocation, the presence of line obstructions in the existing storm drain (heavy solids, dropped joints, protruding lateral taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process and which cannot be removed by conventional storm drain cleaning equipment. 2. Identify, by location, the presence of sags in the storm drain line(s) by the following procedure: a. Perform CCTV inspection. b. Provide CCTV inspection results to the City. CITY OF PORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 23 - 6 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 6 of 8 1 c. The City Inspector will review the Pre -CCTV tapes to determine if any 2 excessive sags exist and will inform the Contractor which segments of pipe are 3 to be replaced by point repair. 4 3.3 PREPARATION 5 A. Bypassing Sewage - 6 1. Bypass pump sewage in accordance with Section 33 03 10. 7 B. Line Obstructions 8 1. If identified in the CCTV inspection, remove line obstruction. 9 a. Removal of obstruction is considered subsidiary to CCTV inspection. 10 C. Point Repairs I 1. Perform point repair as identified on the Drawings or at the discretion of the City. 12 This may include: 13 1) Pipe replacement 14 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 15 a uniform grade in line with the existing pipe invert 16 3.4 INSTALLATION 17 A. Site Organization 18 1. Locate insertion or access pits such that their total number will be minimized and 19 the length of replacement pipe installed in a single pull shall be maximized. 20 2. Use existing manholes wherever practical. 2.1 a. Manhole inverts and bottoms may be removed to permit access for installation 22 equipment. 23 3. Locate equipment used to perform the work away from buildings so as not to create 24 a noise impact. Conform to City of Fort Worth Code of Ordinances, Part II, Section 25 23-8. 26 a. Provide silencers or other devices to reduce machine noise as needed to meet 27 requirements. 28 B. Schedule 29 1. Upon commencement of the actual pipe enlargement, do not begin a segment of 30 work that cannot be completed before the end of the work day. 31 C. Finished Pipe 32 1. The installed replacement pipe shall be continuous over the entire length of each 33 pipe segment from manhole to manhole and shall be free from visual defects such 34 as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall 35 thickness, pipe separation and other deformities. 36 2. Carefully cut out the replacement pipe passing through or terminating in a manhole 37 in a shape and manner approved by the Engineer. 38 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 39 4. The installed pipe shall meet the leakage requirements of the pressure test specified 40 herein. 41 D. Pipe Jointing CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333123-7 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 7 of 8 1 1. Assemble and join sections of HDPE replacement pipe on the job site above 2 ground. 3 2. Use the heating and butt -fusion system for jointing in strict conformance with the 4 manufacturer's printed instructions and in accordance to Section 33 31 15. 5 3. Ensure that the butt -fusion joints have a smooth, uniform, double rolled back bead 6 made while applying the proper melt, pressure and alignment. 7 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt- 8 fusion joint. 9 5. Make all joints available for inspection by the Engineer before insertion. 10 6. Join the replacement pipe on site in appropriate working lengths near the insertion 11 pit. 12 a. The maximum length of continuous replacement pipe which shall be assembled 13 above ground and pulled on the job site at any 1 time shall be 600 linear feet. 14 7. For situations where the replacement pipe is not pulled all the way to the manhole, 15 a repair clamp shall be utilized to connect segments of the HDPE pipe, as approved 16 by the Engineer. 17 E. New Pipe Installation 18 1. Install new pipe in accordance with the manufacturer's recommendations. 19 F. Anchoring New Pipe and Sealing Manholes 20 1. After the new pipe has been installed in the entire length of the storm drain section, 21 anchor the pipe at manholes. 22 a. The new pipe shall protrude in the manholes for enough distance to allow 23 sealing and trimming (but not less than 4 inches). 24 2. Wait a minimum of 10 hours after installation before sealing the new pipe at 25 manholes. 26 3. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, 27 centered in the existing manhole wall. 28 4. Grout flexible connector in the manhole, filling all voids the full thickness of the 29 manhole wall. 30 5. Restore manhole bottom and invert. 31 G. Lateral Connections 32 1. Install lateral connections in accordance with Section 33 31 50. 33 H. Rescue 34 1. The cost for rescue of static, hydraulic or pneumatic hammer "moling" devices or 35 modified boring "knives" that become stuck or excessively buried and require 36 additional excavation to retrieve shall be the sole responsibility of the Contractor. 37 I. Surface Restoration 38 1. Any damage caused to paving structures or any other surface fracture resulting 39 from the pipe enlargement shall be repaired or replaced to the same condition, or 40 better, at the expense of the Contractor. CITY OF FORT WORTH 2Ot9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333123-8 SANITARY SEWER PIPE ENLARGEMENT OF STORM DRAINS Page 8 of 8 1 3.5 REPAIR /RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD iota] SITE QUALITY CONTROL 4 A. Post -Construction Closed Circuit Television (CCTV) Inspection 5 1. Video Inspection 6 a. Conduct a Post -Construction CCTV Inspection in accordance with Section 33 7 0131. 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333124-1 SPIRAL -WOUND LINING OF STORM DRAINS Page 1 of 16 SECTION 33 3124 SPIRAL -WOUND LINING OF STORM DRAINS PART 1 - GENERAL 1.1 SUMMARY A. Section Include: 1. Machine spiral -wound PVC liner (SPR) 24-inch through 120-inch for gravity storm drain rehabilitation. B. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 33 01 30 — CIosed Circuit Television (CCTV) Inspection 4. Section 33 03 10 —Bypass Pumping of Existing Sewer Systems 5. Section 33 04 50 — Cleaning of Sewer Mains 6. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 7. Section 02145 — Flow Control 8. Section 31 23 16 — Unclassified Excavation 9. Section 03 30 00 — Cast -In -Place Concrete C. For the above referenced specifications: 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm drains. 2. Any item that is not a pay item will be considered subsidiary. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Machine Spiral -wound PVC Iiner a. Measurement 1) Measured horizontally along the surface from center line to center line of the manhole or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "SPR" installed for: a) Various sizes c. The price bid shall include: 1) Mobilization 2) Furnishing and installing SPR as specified by the Drawings 3) Hauling 4) Disposal of excess material 5) Clean-up 6) Cleaning CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 24 - 2 SPIRAL -WOUND LINING OF STORM DRAINS Page 2 of 16 7) Testing 2. Lateral Reconnection, SPR a. Measurement 1) Measurement for this Item shall be per each lateral reconnected. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Lateral Reconnection, SPR". c. The price bid shall include: 1) Mobilization 2) Furnishing and installing SPR as specified by the Drawings 3) Aauling 4) Disposal of excess material 5) Clean-up 6) Cleaning 7) Testing 1.3 REFERENCES A. Abbreviations 1. SPR — Spiral Wound 2. CCTV — Closed Circuit Television B. Definitions Spiral Wound Lining a. Rehabilitation of existing storm drain pipe that uses an above ground spool to feed PVC profile into the winding machine, which forms the new pipe by spirally interlocking successive wraps of PVC. b. Once the wound profile is in place, laterals are reinstated and ends are sealed. Grouting is typically required for diameters >60". c. Annular spaces between the liners and existing storm drain pipes (regardless of conduit shape) are sealed at each manhole. d. Manhole inverts and benches are reworked and reshaped. e. Existing storm drains may remain in operation during the Spiral Wound Lining process, as active flow does not disrupt the progress or integrity of this rehabilitation method. C. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. Reference Title A653/653M Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process C109 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. Cube Specimen) CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333124-3 SPIRAL -WOUND LINING OF STORM DRAINS Page 3 of 16 C 138 Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete C939 Standard Test Method for Flow of Grout for Preplaced- Aggregate Concrete (Flow Cone Method) C940 Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced Aggregate Concrete in the Laboratory C942 Standard Test Method for Compressive Strength of Grout for Preplaced-Aggregate Concrete in the Laboratory CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333124-4 SPIRAL -WOUND LINING OF STORM DRAINS Page 4 of 16 C1090 Standard Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic -Cement Grout D256 Standard Test Methods for Determining the Izod Pendulum Impact Resistance of Plastics D63 8 Standard Test Method for Tensile Properties of Plastics D648 Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials D1784 Standard Specification for Rigid Poly Vinyl Chloride (PVC) and Chlorinated Poly Vinyl Chloride (PVC) Compounds D2122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings F1697 Standard Specification for Poly (Vinyl Chloride)(PVC) Profile Strip for Machine Spiral -Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit. F1741 Standard Practice for the Installation of Machine Spiral Wound Poly Vinyl Chloride(PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits (Amendment in process to include non -circular applications) AREMA - American Railway Engineering and Maintenance -of -Way MRE Association - Manual for Railway Engineering AASHTO- SSHB Standard Specification for Highway Bridges 1.4 ADMINISTRATIVE REQUIltEMENTS A. Coordination 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the Drawings. 2. Review the location, size, and number of access manholes with the City Inspector prior to beginning the rehabilitation. B. Sequencing CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TP W project SWS-084) 333124-5 SPIRAL -WOUND LINING OF STORM DRAINS Page 5of16 1. When bypass pumping is deemed necessary, provide a bypass pumping plan that details collection and discharge locations and method of bypass pumping prior to the start of construction. 2. Provide a phasing plan with the sequence of construction prior to the start of construction. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Include manufacturer's technical data showing complete information on material composition and physical properties. B. Shop Drawings 1. Include dimensions of new pipe and fittings. C. Certificates 1. Provide a certificate of compliance with this Specification, upon request, by the manufacturer for all material furnished under this Specification. a. The Contractor will be responsible for all damage caused by and the replacement of failed, unspecified or unapproved materials. D. Manufacturers' Instructions 1. Include manufacturer's recommendation for handling, storage and repair of pipe and fittings if damaged. E. Special Procedure Submittals 1. When bypass pumping is deemed necessary, provide a bypass pumping plan in accordance with Section 33 03 10. 2. Provide a phasing plan with the sequence of construction prior to the start of construction. 1.7 CLOSEOUT SUBMITTALS A. Record Documentation 1. Provide Post -Construction Closed Circuit Television inspection reports in accordance with Section 33 01 31. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturing and Installation a. Finished pipe shall be the product of one manufacturer. b. Liner manufacturing operations shall be performed at one location. c. The pipe manufacturer shall: CITY OF FORT WORTH 2O19 Storin Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Raiff Associates for TPW project SWS-084) 333124-6 SPIRAL -WOUND LINING OF STORM DRAINS Page 6 of 16 1) Have performed a minimum of 50,000 feet of successful installation in the United States 2. All pipe furnished and installed shall be in conformance with ASTM F1697 and F1741. B. Certifications 1. Manufacturing and Installation a. Operate pipe manufacturing and installation under a quality management system certified by third party ISO 9000. Provide proof of certification upon request. b. If Installer is different company than Manufacturer, then installer must provide certification from the manufacturer that he/she is licensed and fully trained as an installer of the product upon request. C. Pre -construction and Post -construction Testing 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 33 01 31. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Transport, handle and store pipe and fittings as recommended by manufacturer. 2. If new pipe and fittings become damaged before or during installation, repair as recommended by the manufacturer or replace as required by the City at the Contractor's expense, before proceeding further. 3. Deliver, store and handle other materials as recommended by the manufacturer to prevent damage. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. B.Performance Warranty 2. Every contractor is required to meet a standard, 2-year performance warranty for work done for the City. PART 2 - PRODUCTS 2.2 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.3 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. General 1. All pipe furnished and installed shall be in conformance with and ASTM F 1697 and F 1741. B. Manufacturer and Installers 1. Acceptable Manufacturers -- The storm drain lining system shall be a ribbed PVC spiral wound lining. The Spiral Wound Lining System shall be as manufactured by Sekisui SPR, or approved equal as determined by the OWNER: a. Sekisui SPR (several variations available) CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333124-7 SPIRAL, -WOUND LINING OF STORM DRAINS Page 7 of 16 1) The Manufacturer/Installer must comply with this Specification and related Sections. b. Contech SPR PE 1) The Manufacturer/Installer must comply with this Specification and related Sections. c. Any product that is not listed is considered a substitution and shall be submitted in accordance with Section 0125 00. 2.4 PERFORMANCE / DESIGN CRITERIA A. Design Requirements 1. The CONTRACTOR shall submit design calculations for the liner system proposed. The calculations shall be prepared based on a "fully deteriorated" storm drain condition (as defined in ASTM F 1216) and based on the worst case pipeline size/dimensions and the design parameters as stated in Section 2.8 DESIGN PARAMETERS. All calculations shall be prepared and signed and sealed by a Professional Engineer licensed in the State of Texas and approved in writing by the manufacturer. These design calculations shall also include all loadings from hydrostatic (internal and external), earth, dead and live loads that are applied to the liner plus the specified safety factor_ 2. The contract documents identify the requirements of the rehabilitation. The CONTRACTOR shall submit structural design calculations prepared and signed and sealed by a professional Engineer licensed in the State of Texas showing the required liner thickness, grout thickness and steel reinforcing requirements of the installation. Liner design calculations shall be supported by field analysis, technical assumptions, requirements of this specification and ASTM F 1741. A list of all assumptions and field data used for the design calculations shall be included with the design. calculation submittal. Liner design shall be approved in writing by the manufacturer. 3. All calculations shall be prepared, signed, and sealed by a professional Engineer licensed in the State of Texas and will show the ability of the internal bracing system to conform to the installation requirements and to resist buckling and deformation due to flotation and pressures experienced during the grouting operations. 4. The lining system including internal bracing must also be designed to withstand all grouting forces needed to complete the installation without deformation or movement. 2.5 MATERIALS A. The rehabilitation materials shall satisfy the requirements and design parameters included herein. B. PVC PROFILE STRIP 1. The extruded profile strip shall be made from unplasticized PVC compounds meeting the minimum requirements for cell classification 14344 or higher, as defined in ASTM D 1784. PVC profile strip for spiral -wound liner rehabilitation of existing storm drains shall comply with ASTM F1697, except as modified herein. 2. The physical properties of the liner should meet the minimum values summarized in the following table: ASTM Minimum Short - Structural Property Standard Term Value Flexural Strength D790 6,000 psi CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333124-8 SPIRAL -WOUND L1N1NG OF STORM DRAINS Page 8 of 16 Flexural Modulus of Elasticity D790 340,000 psi Tensile Strength D638 6,000 psi Tensile Modulus D638 340,000 psi Impact Strength D256 1.5 ft-lb/in. 3. Steel Reinforcing: Steel reinforcing and anchors installed in the annular space shall comply with the requirements of Specification Section 03 30 00 — Concrete Reinforcement and shall not deflect due to pressures from placement of the annular grout. 4. Annular Space Grout: Shall consist of Portland cement and/or additives. a. Compressive Strength: A typical penetration resistance of 100 psi in 24 hours when tested in accordance with ASTM C403. Grout shall achieve the required compressive strength for the approved liner system design in 28 days when tested in accordance with ASTM C39 (1,700 psi minimum). 2.6 MIX DESIGNS A. To completely fill the annular space, develop one or more mixes based on the following requirements: 1. Size of the annular void to be filled. 2. Distance grout must travel between injection or insertion points. 3. Sufficient strength and durability to prevent movement of the liner. 4. Provision of adequate retardation. 5. Low heat of hydration temperature per the manufacturer's recommendations. 6. Provide less than l percent shrinkage by volume. 7. Design a grout mix to meet the requirements of the approved grouting procedure. 8. Flyash: Flyash is an acceptable additive; however, it must meet ASTM C618, Class F. The final grout must meet all requirements of the liner manufacturer, the design requirements and the specifications, including strength. 2.7 GROUT MATERIALS A. Cement: ASTM C150, Type II. 13. Water: Clean and free from deleterious substances and meeting requirements of ASTM C94. Maximum water soluble chloride ion in the water shall not exceed 0.10 percent by weight. C. Fine Aggregate: ASTM C33 D. Coarse Aggregate: ASTM C33. E. Admixtures, if utilized: 1. Retarder: ASTM C494, Type D. 2. Plasticizer: ASTM C474, Type A. 3. Air -Entraining Agent: ASTM C260. 1) Additional approved grout materials to reference applicable ASTM standards CITY OF FORT WORTII 2019 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333124-9 SPIRAL -WOUND LINING OF STORM DRAINS Page 9 of 16 2.8 END SEALS A. Provide a watertight and corrosion resistant seal at the limits of rehabilitation within the existing storm drain. Transitions from the newly installed liner to the existing storm drain shall be per the details contained on the contract drawings and approved by the liner system manufacturer. 2.9 DESIGN PARAMETERS A. Spiral wound lining systems shall be designed as stand-alone pipes. The design shall be based on the following storm drain conditions, service requirements and physical conditions: 1. Assume full hydrostatic pressure over pipe (groundwater to ground surface, at the deepest part of the reach) unless otherwise noted in Table 01010.2. 2. Unit weight of soil = 125 pcf unless noted otherwise in Volume 2. 3. Soil depth shall be the greatest depth of bury for each segment. 4. Modulus of soil reaction, E's = 1,000 psi except as follows: Bid Item Storm Drain Reach Modulus of soil reaction, E', (psi) 13 CS0040EO090 — STA 0+52 3,000 22 CS0053A0000 — STA 12+50 750 26 CS0059AO005 — CS0059AO004 3,000 36 CS0201A0015 -- CS0201A0005 800 5. Surface loading of HS-20 as defined in AASHTO-SSHB, including impact factor, shall be applied at all sites. 6. Railroad loading of Cooper E80, as defined in AREMA - MRE, including impact factor, shall be applied at all sites in the vicinity of railroad tracks. 7. Maximum internal pressure head shall be 25 feet, except between manholes CS0059A0005 and CS0059AO004 where the maximum internal pressure head shall be 45 feet. 8. Short-term check during grouting: a. Design Safety Factor for bending stresses shall not be less than 2.0 b. The lining system (including any internal bracing.system, if used) shall be capable of withstanding a minimum of 3 to 5 psi grout pressure or higher if required by the installation. 9. Long-term check: a. Design Safety Factor shall not be less than 2.0. b. Maximum Deflection shall be 2%. 10. Soil lateral pressure shall be represented by a fluid of equivalent weight of maximum 70 pounds per cubic foot and minimum 30 pounds per cubic foot, whose surface is at ground surface, at soil -dry condition. The more critical result of maximum or minimum shall be used for design in each location, in conjunction with other design loads including those due to groundwater. 11. The finished liner dimensions must conform to the minimum cross -sectional areas shown in the Contract Documents. B. For all lining installations the lining material shall form an impermeable barrier that is resistant to trace amounts of gasoline and other oil products commonly found in municipal storm water flow and in soils adjacent to the storm drain to be lined. CfrY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-034) . 33 31 24 - 10 SPIRAL -WOUND LINING OF STORM DRAINS Page 10 of lb 2.10 ACCESSORIES [NOT USED] 2.11 SOURCE QUALITY CONTROL [NOT USED] PART 3-EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXANHNATION [NOT USED] 3.3 PREPARATION A. Inspection 1. Prior to installation, conduct an inspection of the existing pipe identified for rehabilitation along with the surrounding jab site conditions. 2. Complete a Pre -CCTV inspection per Section 33 01 31, 3. Observe flows at different times of the date to determine or verify flow conditions in preparation for bypass pumping, if determined to be needed. 4. Verify accessibility conditions and coordinate with city regarding easement access and limitations. 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be rehabilitated without compromising the SPR system. B. Host Pipe Preparation 1. Clean the pipe per Section 33 04 50. 2. Inspect pipe as required by this Specification. 3. Prepare for bypass pumping per Section 33 03 10, if determined to be needed. 3.4 INSTALLATION A. Safety 1. Carry out operation in accordance with all OSHA and manufacturer's safety requirements including, but not limited to, safety requirements involving confined space entry. 3.5 STORM DRAIN PROOFINGNERIFICATION A. Following inspection and measuring/profiling of the storm drain, the CONTRACTOR shall either construct a mandrel of the same size and shape as the liner to be installed (including winding equipment and required annulus grout thickness) and pull the mandrel through the existing storm drain section to be rehabilitated or otherwise verify that the storm drain is free of obstructions and confirm the existing storm drain shape and suitability for lining. If a mandrel is used for proofing the storm drain it shall have the same dimensions and shape as the finished liner system including installation clearances and minimum annulus grout thickness. The mandrel shall be of sufficient length for the type of liner to be installed in the existing storm drains. Where flow allows access, the mandrel shall be carried or pushed through the existing storm drain section to be lined. Pulling the mandrel by truck is not acceptable. The CONTRACTOR shall utilize a retrieval line to allow pulling the mandrel in either direction. B. No lining shall be performed until the storm drain has been successfully proofed to ensure the liner system can be installed without disruption. Where the storm drain is unacceptable for lining, the CONTRACTOR shall review the CCTV inspection report and determine the location(s) where spot repair(s) or additional cleaning is required. Spot repairs shall be authorized by the OWNER and performed in accordance with the contact documents. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333124-II SPIRAL -WOUND LINING OF STORM DRAINS Page I l of 16 C. Where bends or changes in line or grade are shown on drawings, inspection reports or identified during inspection, the CONTRACTOR shall perform detailed measurements and survey for layout prior to ordering materials. 3.6 PREPARATORY WORK A. This section is intended to provide the CONTRACTOR with general guidelines. Nothing contained herein shall relieve the CONTRACTOR from their responsibility in completing the lining process in the most feasible, efficient and safe manner, using the required materials to the lines and grades shown on the plans and to the requirements of this specification. It is the CONTRACTOR's responsibility to supply all labor, materials, equipment and apparatus required, but not specifically mentioned herewith or noted on the plans, but which are incidental and necessary to complete the specified work. B. Surface Preparation: Minimum requirements include power wash to remove all loose material and any additional surface preparation work required per the manufacturer's recommendations. C. Prior to installing the liner, all infiltration that may impact the successful installation of the liner shall be stopped using a cementitious water -plug or pressure/chemical grouting at no additional cost to the OWNER. 3.7 ACCESS SHAFTS A. Excavation for access shafts to install the liner system shall be in accordance with Section 3123 16. All lateral connections shall be located during the pre -installation inspection. B. All potential access locations available to the CONTRACTOR have been shown on the drawings with approximate sizes. No additional access shaft Iocations will be allowed without the approval of the OWNER. All access shafts must have all utilities cleared by the CONTRACTOR and approved by the property owners prior to commencing any excavation. C. Should the CONTRACTOR determine that access to the storm drain for installation of their lining system can be successfully achieved utilizing existing manholes or other access locations currently available, inclusion of all or a portions of the access shafts are not required and do not need to be contained in their bid. However, no additional payment will be made for the installation of additional access shafts following award of the project and the CONTRACTOR will be responsible for the costs of any additional items of work required to successfully install their product and no time extensions will be allowed to complete the work. D. At the access shaft, the top of the existing storm drain shall be removed down to the spring line of the existing storm drain for a distance required by the CONTRACTOR to accommodate their installation requirements. The edge of the existing storm drain shall be smoothed to eliminate sharp edges as a result of the demolition that could damage the liner or injure workers. E. Upon successful completion of the grouting of the annular space as determined by the OWNER, if an access shaft was utilized for the installation process, any exposed liner in the access shaft shall be covered with a concrete cap per the drawings and the access pit backfilled in accordance with the contract drawings and Sections 03 30 00 and 33 05 16. F. Sheeting, shoring and bracing requirements shall be in accordance with Section 31 23 16. Access shaft sheeting, shoring and bracing systems shall be designed by the CONTRACTOR and sealed by licensed Engineer in the State of Texas and submitted to OWNER. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by HalffAssociates for TPW project SWS-094) 33 31 24 - 12 SPIRAL -WOUND LINING OF STORM DRAINS Page 12 of lb 3.8 LINER INSTALLATION A. Installation of spiral wound PVC liner system for rehabilitation of existing influent storm drains shall comply with ASTM F1741, except as modified herein. 1. REINFORCING STEEL INSTALLATION a. The CONTRACTOR shall install reinforcing steel per the requirements of the design calculations and in accordance with specification section 03 30 00 and maintain a minimum grout cover of 2-inches. Reinforcing steel spacing shall be 18-inches maximum. The reinforcing steel shall be anchored to the host storm drain at a maximum spacing of 4-ft O.C. on side walls and 2-ft O.C. overhead. 2. LINER INSTALLATION a. The CONTRACTOR shall install the liner system in strict accordance with the liner manufacturer's written instructions and recommendations. b. The liner shall be fabricated to accommodate the installation requirements shown on the contract drawings and closely follow the shape of the existing storm drain and minimize the loss of cross -sectional area. All dimensions shall be field verified by the CONTRACTOR prior to design of the liner and installation system. Allowance for longitudinal and circumferential expansion shall be taken into account when sizing and installing the liner system. c. The liner shall be inserted through an access shaft or an existing manhole approved by the OWNER as needed to fully extend the liner system to the next designated manhole or termination point. If an access shaft is required for the installation of the selected liner system and the access impacts an existing manhole, the manhole shall be replaced. d. The liner system is then internally braced or otherwise secured in preparation for annulus grouting. 3. INVERT THROUGH MANHOLES a. The invert shall be continuous and smooth through all manholes. The liner shall be installed through existing manholes and once grouting is complete the manhole opening shall be restored. An opening may be installed in the top of the liner at manhole locations (if to be reinstated) to accommodate grouting requirements. 4. SEALING THE LINER IN MANHOLES a. The liner shall make a tight seal at the manhole opening with no annular gaps. Any annular space at the termination points shall be sealed by filling with a resin mixture compatible with the liner. 5. FINISHED LINER a. The finished product shall be continuous over the length of storm drain to be rehabilitated and shall conform to the size and shape of the host storm drain and allowable cross - sectional reduction in size as shown on the contract drawings. The installed liner should be free of all visual and material defects. There shall be no pits, pinholes, pilot holes, gouges, bulges, unsecured jointslseams or cracks in the finished liner system. The surface shall be smooth and free of waviness, bumps, or bulges throughout the storm drain lining. Any defects which may, in the opinion of the OWNER, affect the integrity or strength of the liner system shall be repaired at the CONTRACTOR's expense in accordance with the approved repair methods. If these conditions are present, the CONTRACTOR shall remove and replace the liner at no additional cost. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333124-13 SPIRAL -WOUND LINING OF STORM DRAINS Page 13 of 16 b. The beginning and end of the liner shall be cut flush at the termination of the liner system and permanently sealed to the storm drain to prevent any infiltration between the installed liner and the host storm drain. All terminations shall be sealed with a sealing material that is recommended by the liner manufacturer that is compatible with the liner materials installed, provides a watertight seal and is approved by the OWNER prior to start of construction. Hydraulic cements and quick -set cement products are not an acceptable sealing material. Acceptable materials shall be an approved epoxy type product that will bond, not crack, dry up, slough off, or shrink in time, and provide a good transition to the existing host storm drain or manholes. Sealing shall be performed at no additional cost. The transition between the liner ends and the host storm drain shall be per the liner end detail shown on the contract drawings and rendered smooth to reinstate the storm drain flow line. 3.9 MAINTENANCE AND REINSTATEMENT OF LATERAL CONNECTIONS A. The drawings (where available) show the location of all known lateral connections to the storm drain that were identified through review of the as -built information or inspection data available at time of design. This in no way relieves the CONTRACTOR from their responsibility of locating and reconnecting all active lateral connections in the storm drain being rehabilitated. The exact locations and number of lateral connections and side storm drains shall be verified by the CONTRACTOR during their initial inspection. It shall be the CONTRACTOR's responsibility to accurately field locate all existing lateral connections and side storm drains within the area to be rehabilitated and provide for continued lateral during the rehabilitation process. B. As -built drawings (where available) may provide sizes and flows of the known lateral connections. This information is not necessarily complete nor does the City guarantee its accuracy. It is provided to the CONTRACTOR only for the purpose of bid preparation. It shall. be the CONTRACTOR's responsibility to control and maintain all flows generated from these connections during their rehabilitation operations. C. Any lateral connections not initially reinstated by the CONTRACTOR but later proved to be active shall be reinstated by the CONTRACTOR at no additional cost to the OWNER and the CONTRACTOR shall be responsible for any resulting property damage. D. All reconnections shall be made from within the lined storm drain as detailed on the contract drawings. Alternative reconnection designs may be submitted for review and consideration but no guarantees of approval will be given. Reconnection methods or provisions to control or maintain flows from outside the storm drain that require additional excavation can only be made if approved by the OWNER. A detailed schematic shall be prepared and submitted to the OWNER for approval. E. All lateral connections and side storm drains to be reconnected to the main storm drain shall be cleaned to a length of at least three feet from the inside face of the existing storm drain being rehabilitated. All deposits within the first three feet of the lateral connection shall be removed, and laterals or connections reinstated as shown on the contract drawings and as recommended by the manufacturer. F. Provisions shall be made to prevent any grout or other material from entering into the existing lateral connection, side storm drain or the reinstatement connection. Where any grout or other material has entered the lateral connection, the CONTRACTOR shall remove at no additional cost to the OWNER. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 33 31 24 - 14 SPIRAL -WOUND LINING OF STORM DRAINS Page 14 of 16 3.10 GROUTING OF ANNULAR SPACE A. The CONTRACTOR is responsible for the installation method and procedures and shall follow the manufacturer's recommendations. Prior to commencement of grouting, CONTRACTOR shall submit a grouting plan and method to OWNER for review and approval. The grouting plan and method shall consist of, but not be limited to: grout mix specification; grout installation method (pumped, gravity flow, other); volume of grout to be used; placement of grouting ports, overflow ports and monitoring ports; method of dealing with lateral connections; method for determining adequate fill of space; grout set up time; and method for securing liner and grout at the liner termination points. If the CONTRACTOR chooses to use grout holes in the liner to install the grout, these holes shall be seated flush to the liner per manufacturer's recommendations. B. The annular space between the outside of the liner and the inside of the existing storm drain shall be completely filled with grout. There shall be no leakage of grout at the joints and seams. For each mix submitted, the CONTRACTOR shall demonstrate that he can adequately pump the grout mixture within the annular space. The demonstration will be considered satisfactory where the grout is observed at the opposite end of the segment being grouted or observation port. C. Samples of grout shall be obtained in accordance with ASTM C172. One set of four standard cylinders shall be cast for each batch in accordance with ASTM C31. Testing of the specimens for compressive strength shall be in accordance with ASTM C39. One test shall be made 3 days from the time of casting, one test at 7 days, and two tests shall be made 28 days from the time of casting. The average of the 28-day strength tests shall be equal to or greater than the required compressive strength identified in section 2.02 of this specification. D. Grouting of the annular space shall be done in such a manner that the net external pressure does not exceed the allowable buckling pressure of the installed liner and/or internal bracing system and prevent flotation, movement, damage or collapse of the liner. Grout shall be pumped into the annular space at the access pits, manholes, or wherever the liner is exposed. The CONTRACTOR shall ensure that the manholes are not damaged during grouting. The annular space shall be grouted in lifts as required by liner manufacturer to prevent damage or collapse of liner during and after grouting. The entire annular space shall be grouted. For liner installations requiring steel reinforcing in the annular space, a maximum of 5 lifts is allowed. E. The CONTRACTOR shall monitor using CCTV cameras all side storm drains or laterals during grouting annular space to assure that no grout enters these storm drains. If any grout is discovered in these storm drains after or during grouting, it shall be repaired as approved by the OWNER at no additional cost to the OWNER. No time extensions will be allowed in this case. F. The CONTRACTOR shall prevent the liner and lateral reconnections from floating, moving, or collapsing during grouting by filling the liner and lateral reconnections with water, blocking, or some other positive method, as approved by the OWNER. G. The gauged pumping pressure shall not exceed the liner manufacturer's approved recommendations. H. Place gauges to monitor grout pressure immediately adjacent to each injection port. 1. The gauge shall conform to an accuracy of no more than 1/2 percent error over the full range of the gauge. 2. The range of the gauge shall not be more than 100 percent greater than the design grout pressure. CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333124-15 SPIRAL -WOUND LINING OF STORM DRAINS Page 15 of 16 3. Pressure gauges shall be instrument oil -filled and attached to a saddle -type diaphragm seal (gauge saver) to prevent clogging with grout. 4. All gauges shall be certified and calibrated in accordance with ANSI B40, Grade 2A. I. The CONTRACTOR shall continuously monitor the volume of grout pumped into each section of the storm drain's annulus. 3.11 REPAIR/ RESTORATION [NOT USED] 3.12 RE -INSTALLATION [NOT USED] 3.13 INSPECTION A. After the installation of the liner, but prior to grouting, the CONTRACTOR shall perform a walk- through inspection with the OWNER. After the annular space has been grouted and lateral connections have been reconstructed, reconnected and reactivated, the liner shall be CCTV inspected in accordance with Section 33 0130 and submitted to the OWNER as record. Where the inspection indicates the liner wall has been damaged or forced out of shape (deflection greater than 2% of the internal dimensions of the liner), or connections damaged or other deficiencies caused by the grouting operations, the affected portion(s) of the liner system or connection pipes, manholes, etc. shall be replaced at no additional cost to the OWNER. 3.14 FIELD TESTING AND ACCEPTANCE A. Field acceptance of the liner shall be based on the OWNER's evaluation of the installation including a review of the CCTV inspection videos, certified test data for the installed liner samples and/or physical inspection of the lined storm drain. B. After the liner installation is complete there shall be no groundwater infiltration. C. All lateral connections shall be open and clear, and unobstructed. All lateral and manhole connections shall be watertight. D. There shall be no evidence of splits, cracks, breaks, deformed or separated joints, or crazing in the installed liner. Maximum allowable deformation is 2%. E. If any defective liner is discovered after or during the installation of the liner, it shall be repaired per the approved submittal of manufacture's recommendations at no additional cost to the OWNER. No time extensions will be allowed in this case. F. After grouting is completed, the CONTRACTOR must test for complete filling of the annular space with grout. This test shall be performed in the presence of the OWNER by sounding the entire circumference of the installed liner at regular intervals to detect voids in the grout. The CONTRACTOR shall perform test cores as directed by the OWNER. The CONTRACTOR shall repair all test cores per the manufacturer's written recommendations. Where the grout did not fully fill the annular space, the affected portion(s) of the liner shall be grouted at no additional cost to the OWNER 3.15 CERTIFICATION TESTING A. The physical properties of the installed liner system shall be verified through field sampling and laboratory testing. All materials testing shall be performed at the CONTRACTOR's expense and by an independent third -party laboratory recommended by the manufacturer and pre -approved by the OWNER. The testing shall be in accordance with applicable ASTM test methods to confirm compliance with the requirements specified herein. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 33 31 24 - 16 SPIRAL -WOUND LINING OF STORM DRAINS Page 16 of 16 B. The CONTRACTOR shall provide certified test results of the short-term properties of the liner material from the profile strip used for the actual installed liner. Tests shall be conducted at a minimum of one test per extrusion production run of each profile designation. C. The CONTRACTOR shall provide sufficient specimens of the lining to allow an independent laboratory to conduct all required tests. Each specimen shall be clearly marked to indicate the installed location of the liner, the date of installation and the storm drain size. D. The laboratory results shall identify the test sample location as referenced to the nearest manhole and station. Final payment for the project shall be withheld pending receipt and approval of the test results. If properties tested do not meet minimum requirements, the section(s) of the liner associated with that sample shall be removed and replaced at no additional cost to the OWNER. The burden is on the CONTRACTOR to continue testing to verify that other sections meet these requirements at no additional cost to the OWNER. 3.16 SYSTEM STARTUP [NOT USED] 3.17 ADJUSTING [NOT USED] 3.18 CLEANING [NOT USED] 3.19 CLOSEOUT ACTIVITIES [NOT USED] 3.20 PROTECTION [NOT USED] 3.21 MAINTENANCE [NOT USED] 3.22 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract SPIRAL WOUND LINING OF STORM DRAINS Revised January 24, 2019 (by Halff Associates for TPW project SWS-084) 333125-1 GEOPOLYMER LINING OF STORM DRAINS Page 1 of 23 1 SECTION 33 3125 2 GEOPOLYMER LINING OF STORM DRAINS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing storm drains by installation of a geopolymer 7 lining system. S B. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 10 Contract 11 2. Division 1-- General Requirements 12 3. Section 33 0130 — Sewer and Manhole Testing 13 4. Section 33 01 31— Closed Circuit Television (CCTV) Inspection 14 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 15 6. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 16 C. For the above referenced specifications: 17 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm 18 drains. 19 2. Any item that is not a pay item will be considered subsidiary. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Pipe Rehabilitation by geopolymer lining 23 a. Measurement 24 1) Measured horizontally along the surface from center line to center line of 25 the manhole, or appurtenance 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price bid per linear foot for "Storm Drain Pipe, Geopolymer Lining" 30 installed for: 31 a) Various sizes 32 c. The price bid shall include: 33 1) Furnishing and installing liner material as specified by the Drawings 34 2) Cleaning, up to 3 passes of one cleaning method 35 3) Pre -CCTV Inspection 36 4) Surface preparation 37 5) Hauling 38 6) Bypass Pumping for pipes smaller than 18-inches 39 7) Infiltration control, except for chemical grouting materials used 40 8) Treatment of exposed rebar, except for rust inhibiting coating used 41 9) Spill prevention plan CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 1 2 3 4 5 6 7 8 9 10 I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 33 31 25 -2 GEOPOLYMER LINING OF STORM DRAINS Page 2 of 23 10) Fuel 11) Potable water 12) Dust/erosion control 13) Field quality control 14) Material testing 15) Disposal of excess material 16) Site restoration 17) Clean-up 18) Cleaning 19) Post -CCTV inspection 20) Testing 2. Point Repair a. Measurement 1) Measurement for this Item shall be by the linear foot measured horizontally along the surface following the pipe centerline for the length identified during the Pre -CCTV inspection and directed by the City. 2) Measurement for installation of Geopoiymer Liner on Vertical Infrastructure shall be measured per vertical foot per size (diameter or Height x Width) for payment. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bill per linear foot for "Storm Drain Pipe, Point Repair" installed for: a) Various sizes 2) Any item not specified elsewhere shall be considered incidental to the work. Contractor shall include all incidental costs in the Unit Price. c. The price bid shall include: 1) Furnishing and installing liner material as specified by the Drawings 2) Cleaning, tip to 3 passes of one cleaning method 3) Pre -CCTV Inspection 4) Surface preparation 5) Hauling 6) Bypass Pumping for pipes smaller than 18-inches 7) Infiltration control, except for chemical grouting materials used 8) Treatment of exposed rebar, except for rust inhibiting coating used 9) Spill prevention plan 10) Fuel 11) Potable water 12) Dust/erosion control 13) Field quality control 14) Material testing 15) Disposal of excess material 16) Site resotration 17) Clean-up 18) Cleaning 19) Post -CCTV inspection 20) Testing 3. Infiltration Control a. Measurement CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 - 3 GEOPOLYMER LINING OF STORM DRAINS Page 3 of 23 1 1) Mild to Moderate — Fast Setting Materials shall be measured on a per pound 2 basis. 3 2) Heavy - Chemical Grouting Materials shall be measured on a per gallon or 4 pound basis. 5 b. Payment 6 1) Mild to Moderate — Payment for Fast Setting Materials shall be paid on a 7 per pound basis in accordance with the Unit Prices contained in the 8 Proposal. 9 2) Heavy - Payment for Chemical Grout Injection shall be paid on a per 10 gallon/pound basis in accordance with the Unit Prices contained in the 11 Proposal. 12 4. Invert Repair and Patching 13 a. Measurement 14 1) Invert Repair materials shall be measured on a per cubic yard basis. 15 b. Payment 16 1) Payment for Invert Repair shall be paid on a per cubic yard basis in 17 accordance with the Unit Prices contained in the Proposal. 18 5. Treatment of Exposed Rebar 19 a. Measurement 20 Rust Inhibiting Coating shall be measured on a per gallon basis. '21 b. Payment 22 Payment for Rust Inhibiting Coating shall be paid on a per gallon basis in 23 accordance with the Unit Prices contained in the Proposal. 24 6. Lateral and Connecting Pipe Reinstatement 25 a. Measurement 26 1) Lateral and Connecting Pipe reinstatements shall be measured on a per each 27 per size of lateral or connecting pipe basis. 28 b. Payment 29 1) Payment for reinstatement of laterals and connecting pipes shall be paid on 30 a per each basis per lateral or connecting pipe size in accordance with the 31 Unit Prices contained in the Proposal. 32 2) Payment shall include reinstatement of the laterals and connecting pipes to 33 f, the pipe that received the Geopolymer liriwr, pre -construction inspection and 34 surface preparation of the laterals and connecting pipes at the connection 35 point, light cleaning, infiltration control (except the gallons of chemical 36 grout used), spill prevention plan, fuel, potable water, safety, traffic control, 37 dust/erosion control, field quality control, material testing, site restoration, 38 installation of any additional Geopolymer liner material for the 39 reinstatement, and all other associated work specified and/or required to 40 provide a completed installation. 41 3) Any item not specified elsewhere shall be considered incidental to the work. 42 Contractor shall include all incidental costs in the Unit Price. 43 1.3 REFERENCES 44 A. Abbreviations and Acronyms 45 1. CCTV — Closed Circuit Television 46 B. Definitions 47 1. Geopolymer Lining CITY OP FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-4 GEOPOLYMER LINING OF STORM DRAINS Page 4 of 23 1 a. Rehabilitation of existing storm drain pipe by applying a geopolymer liner to the 2 interior of the existing pipe to form a new pipe interior with structural integrity. 3 b. This is accomplished by using an approved structural, monolithic spray- 4 application of a high -build, geopolymer liner system. 5 C. Reference Standards 6 1. Unless revised herein, the Contractor shall follow the latest revision of the practices 7 and standards of the following American Society for Testing and Materials (ASTM) 8 and American Concrete Institute (ACI) Standards, which are made part of this 9 specification: 10 2. Reference standards cited in this Specification refer to the current reference I 1 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 D. American Society for Testing and Materials (ASTM): 14 1. ASTM C 31 - Standard Practice for Making and Curing Concrete Test Specimens 15 in the Field 16 2. ASTM C 39 / C 109 — Compressive Strength Hydraulic Cement Mortars 17 3. ASTM C 78 / C 2931 C 348 — Flexural Strength of Concrete 18 4. ASTM C 138 / C 642 — Standard Test Method for Density 19 5. ASTM C 267 — Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings 20 and Polymer Concretes 21 6. ASTM C 469 — Static Modulus of Elasticity & Poisson's Ratio of Concrete 22 Compression 23 7. ASTM C 496 — Splitting Tensile Strength of Cylindrical Concrete Specimens 24 8. ASTM C 666 — Freeze Thaw Durability 25 9, ASTM C 321 / C 882 — Bond Strength of Epoxy -Resin Systems Used with 26 Concrete by Slant Shear 27 10. ASTM C 1090 — Shrinkage Test 28 11. ASTM C 1138 - Standard Test Method for Abrasion Resistance of Concrete 29 (Underwater Method) 30 12. ASTM C 1140-03A — Preparing and Testing Specimens from Shotcrete Test Panels 31 13. ASTM C 1202 — Electrical Indication of Concrete's Ability to Resist Chloride Ion 32 Penetration 33 14. ASTM F 2414 - Practice for Sealing Sewer Manhole Using Chemical Grouting 34 E. American Concrete Institute (ACI): 35 1. ACI Certified Concrete Field Testing Technician, Level 1 36 2. City of Fort Worth Code of Ordinances 37 3. Part 11, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 38 1.4 ADMINISTRATIVE REQUIREMENTS 39 A. Coordination 40 1, Coordinate with City, Engineer, franchise utilities, etc. as described in the 41 Drawings. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-5 GEOPOLYMER LINING OF STORM DRAINS Page 5 of 23 1 2. Provide advanced notice prior to commencing actual lining activities as described 2 in the Drawings in order to allow the City to provide appropriate advanced notice to 3 affected residents. 4 B. Sequencing 5 1. Provide a bypass pumping plan detailing collection and discharge locations and 6 method of bypass pumping prior to the start of construction. 7 2. Provide a phasing plan with the sequence of construction prior to the start of 8 construction. 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 01 33 00. 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data 14 1. Include manufacturer's technical data showing complete information on material 15 composition and physical properties. Resin 16 B. Shop Drawings 17 1. Include dimensions of new pipe and fittings. 18 C. Certificates 19 1. Provide a certificate of compliance with this Specification, upon request, by the 20 manufacturer for all material furnished under this Specification. Manufacturer to 21 provide third party test results supporting the Iong term performance and structural 22 strength of the pipe being manufactured 23 a. The Contractor will be responsible for all damage caused by and the 24 replacement of failed, unspecified or unapproved materials. 25 D. Manufacturers' Instructions 26 1. Include manufacturer's recommendation for handling, storage and repair of pipe and 27 fittings if damaged. 28 E. Special Procedure Submittals 29 1. Provide a bypass pumping plan in accordance with Section 33 03 10. 30 2. Provide a phasing plan with the sequence of construction prior to the start of 31 construction. 32 1.7 CLOSEOUT SUBMITTALS 33 A. Record Documentation 34 1. Provide Post -Construction Closed Circuit Television inspection reports in 35 accordance with Section 33 01 31. 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE 38 A. Qualifications CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-6 GEOPOLYMER LINING OF STORM DRAINS Page 6 of 23 1 1. The Contractor shall be certified by the particular Geopolymer Lining system 2 manufacturer that such firm is a licensed installer of their system. No other 3 Geopolymer Lining system other than those listed in these Specifications is 4 acceptable. 5 B. Certifications 6 1. Manufacturer -certified copies of all test reports on each product used, including: 7 a. ASTM test results indicating the product conforms to and is suitable for its 8 intended use per these specifications. Test reports shall be performed at the 9 Contractor's expense and shall be carried out by an approved laboratory or by a 10 reputable independent testing body. As a minimum, the test reports should 11 include all those listed in Table 2 of this Section. 12 b. XRP test results indicating the product confirms to the requirements as found in 13 Table 1 of this Section. Testing to be performed as detailed in Paragraph 3.7. 14 1) XRD test results indicating the product confirms to the requirements as 15 found in Table 1 of this Section. Testing to be performed as detailed in 16 Paragraph 3.7. 17 2) Detailed Minimum Liner Thickness Calculations as required and as 18 discussed further in Paragraph 2.2 of this Section, along with proposed plan 19 for ensuring that the installed Geopolymer liner meets the minimum 20 thickness requirements. 21 C. Pre -construction and Post -construction Testing 22 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) 23 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 24 33 0131. 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Delivery: Deliver materials in original containers with seals unbroken and Iabels intact 27 and free of moisture. Do not use materials that have been exposed to moisture or if 28 there is visible damage to the packaging. 29 B. Receipt Process: All materials must be inspected upon receipt and properly documented 30 as to the amount of material and the identification of the material by batch numbers. 31 Dates and times along with the shipping company delivering the material should be 32 recorded for possible future reference. See Daily Activity Log, Paragraph 3.7 of this 33 Section. 34 C. Storage: Contractor shall designate a specific space at the project site for storing and 35 mixing materials. Protect this space and repair all damage resulting from use. Do not 36 store kerosene nor gasoline in this space. Remove oily rags at the end of each day's 37 work. Products are to be kept dry, protected from weather and stored under cover 38 within the temperature ranges recommended by the manufacturer. Products are to be 39 stored and handled according to their MSDSs or appropriate classification. Damaged or 40 unsuitable products shall be promptly removed from the job site and shall be replaced 41 with suitable materials. 42 1.11 FIELD [SITE] CONDITIONS 43 A. Environmental Requirements: Applicator shall conform with all local, state and federal 44 regulations including those set forth by OSHA and the EPA and any other applicable 45 authorities. Confined space entry requirements shall be followed. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 - 7 GEOPOLYMER LINING OF STORM DRAINS Page 7 of 23 1 B. Maintain the temperature inside the host infrastructure at not less than 1.00' C (34' F) 2 and no more than 3 8.00' C (100' F), or as otherwise directed by manufacturer, during 3 application and finishing. 4 C. Provide continuous ventilation and if necessary cooling and heating facilities to 5 maintain surface and ambient temperatures before, during, and following application of 6 finishes, within temperature range and for duration as directed by manufacturer. 7 D. Protection: Provide sufficient shielding to fully protect adjacent finished work. 8 1.12 WARRANTY 9 A. Manufacturer Warranty 10 1. Manufacturer's Warranty shall be in accordance with Division 1. 11 B. Performance Warranty 12 1. Every contractor is required to meet a standard, 2-year performance warranty for 13 work done for the City. 14 PART 2 - PRODUCTS 15 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 16 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 17 A. Manufacturers 18 1. GeoKrete Geopolymer as manufactured by Quadex, LLC. 19 2. When more than one product is used in composite with other(s), all materials shall 20 be supplied by the same manufacturer. 21 B. Materials 22 1. Geopolymer Liner — GeoKrcte 23 2. Infiltration Control (Mild to Moderate) - Quad -Plug 24 3. Infiltration Control (Heavy) — Chemical Grout as approved by Geopolymer 25 Manufacturer 26 4. Invert Repair and Patching (Fast Return to Service) — Hyperform 27 5. Invert Repair and Patching (Bypassed or No FIow) — Quad -Flow 28 6. Treatment of Exposed Rebar — Ospho or Corroseal Rust Converter 29 2.3 GEOPOLYMER -- CHARACTERIZATION TECHNIQUES 30 A. A process to determine that a product is actually a geopolymer shall include oxide 31 composition and phase composition testing, using X-Ray Fluorescence (XRF) and X-Ray 32 Diffraction (XRD), respectively. 33 1. A geopolymer precursor, the powder passing a 4200 mesh, must contain significant 34 amounts of amorphous Si02 and A1203 in particular ratios as determined by X- 35 Ray Fluorescence (XRF). See: Table 1. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I, 2019 333125-8 GEOPOLYMER LINING OF STORM DRAINS Page 8 of 23 1 2. Phase composition utilizing X-Ray Diffraction (XRD) shall be used to quantify 2 amorphous phases in the geopolymer precursor powder. A significant amount of 3 amorphous Si02 and A1203 is required for the geopolymerization process. Using 4 (XRF) and (XRD) together provides optimum information for both oxide 5 composition and phase composition. See: Table 1 6 7 Table 1 OXIDE CONTENT OF GEOPOLYMER POWDER ACCEPTABLE VALUES Oxides % wt) Si02 40 — 55 % Amorphous Si02 (Geopolymer precursor`) 25 — 40 % A1203 13 -- 30 % Amorphous A1203 (Geopolymer precursor*) 10 — 20 % Total Amo hour content XRD Testing) >50 % Total of cementitious crystalline phases wt.% (%. Portland, calcium aluminate or calcium sulfoaluminate cement, i,e.: C3S, C2S, C3A, C4AF, C12A7, C4AA etc. <20 % Total CaO <25 % Total Na2O 0.35 — 15.0 % OXIDE RATIOS RATIO Amorphous Si02 / Amorphous A1203 (Ratio) 1-3 Total Na2O / Amorphous A1203 (Ratio) 0,05 1.2 9 *Geopolymer precursors and total amorphous content shall exclude all crystalline 10 forms such as but not limited to those found in cementitious materials (C3S, C2S, 11 C3A, C4AF, C12A7, C4A3S, etc.) or in minerals (Quartz, Mullite, etc.). 12 B. Geopolymer — Physical Properties 13 1. The Geopolymer lining material may be Centrifugally Cast, Manually Sprayed or 14 Hand Troweled. 15 2. The Geopolymer lining material shall be a micro -fiber reinforced ultra -dense 16 Geopolymer. This material shall provide a high strength fiber reinforced mortar 17 specifically designed for ease of mechanical pumping, spraying and spin casting. 18 3. The Geopolymer liner shall not clog spinner heads or spray equipment. The 19 Geopolymer liner can also be used to repair, resurface, or rebuild .pits, sumps, 20 trenches, tunnels, bridged, piers or any infrastructure that has experienced 21 deterioration. 22 4. The Geopolymer liner shall be designed to produce a Iiner with improved 23 compressive and flexural strength, high adhesion to damp surfaces, lower 24 permeability and increased resistance to aggressive chemical attack as compared to 25 Portland Cement based systems. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-9 GEOPOLYMER LINING OF STORM DRAINS Page 9 of 23 1 5. The fiber reinforced formula shall be engineered to improve hydraulic abrasion 2 resistance, provide dimensional stability and protect against penetration by 3 substances such as fats, oils, greases and chloride ions as compared to Portland 4 Cement based systems. 5 6. The finished infrastructure must be such that once the Geopolymer liner sets, the 6 total wall thickness will be homogeneous and monolithic. 7 7. The Geopolymer liner material shall conform to the minimum requirements 8 demonstrated in standard laboratory conditions following ASTM Standards as 9 presented in Table 2. The Typical Material Properties presented as minimum 10 requirements in Table 2 have been obtained through the performance of 11 independent Third Party Laboratory Testing performed under standard laboratory 12 conditions. Only those properties prepared following the testing requirements per 13 internal quality assurance/quality control, as discussed in Paragraphs 1.9 and 3.7 of 14 this section. Field sampled material properties will meet or exceed warrantied 15 values. Material properties utilized in design engineering shall be equal or lesser of 16 warrantied values; therefore, difference between warrantied values and minimum 17 requirements will not affect design engineering. Properties obtained from field cast 18 specimens may result in different values that those listed in Table 2 which follows: 19 20 Table 2 PHYSICAL PROPERTIES ASTM REFERENCE REQUIREMENTS Compressive Strength ASTM C 39 / C 109 Min. 8,000 psi 28 days Flexural Strength ASTM C 78 I C 293 I C Min. 800 psi @ 28 days 348 Dry 99 - 102 lb/ft3 Density ASTM C 138 / C 642 Wet 140 - 142 lblft3 Hardened 144 - 146 lblft3 Chemical Resistance, ASTM C 267 Max 2% mass loss @ 8 Sulfuric Acid PH 1.0 weeks Modulus of Elasticity ASTM C 469 Min. 5,400,000 psi @ 28 days Split Tensile Strength ASTM C 496 Min. 900 psi 28 days Freeze Thaw Durability ASTM C 666 Max 0.1%Loss @ 300 cycles Bond Strength to ASTM C 882 Min. 3,000 psi @ 28 days Concrete Shrinkage Test ASTM C 1090 Max 0.02% & 28 days Abrasion Resistance ASTM C 1138 Max 1.5% Weight Loss @ 6 cycles on 28 day sample Rapid Chloride Ion ASTM C 1202 Very Low @ 28 days Permeability 21 C. Geopolymer — Liner Thickness Design CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-10 GEOPOLYMER LINING OF STORM DRAINS Page 10 of 23 1 l . General Liner Thickness Guidelines - The design thickness of the centrifugally cast, 2 manually sprayed or hand troweled liner is largely a function of the condition of the 3 existing infrastructure, earth loading, traffic loading, hydraulic loading, earthquake 4 loading, ground conditions, variations in the groundwater through seasons, 5 variations in conditions in the longitudinal direction and other factors that the 6 registered professional engineer retained by either the manufacturer or the owner 7 may consider as important, given the local site conditions. 8 2. Signed and sealed designs shall be prepared and submitted by a Licensed 9 Professional Engineer licensed in Texas in the following conditions: 10 a. Pipe/culverts — When non -round (Elliptical, box, etc.) or 60-inch and greater in 11 diameter or when measured pipe ovality is greater than two percent or when 12 bury depth as measured from top of pipe to top of ground at pipe is less than two 13 times the pipe diameter. 14 . b. Tunnels — All 15 c. Manholes/Boxes/Structures — When 25 VF or greater in depth as measured from 16 top of ground at the rim on the manhole. (When depth is less than 25 VF, 17 manufacturers recommended minimum thickness of 1-inch shall be used). 18 d. Other infrastructure — As directed by Owner/Consulting Engineer in project 19 . plans and specifications. 20 3. The thickness calculations are site specific and involve a careful consideration of 21 loading conditions that are applicable to those for the construction phase and long- 22 term service of the infrastructure in question. Therefore, such design steps or 23 simpler equations cannot be presented in cases where a Licensed Professional 24 Engineer is required. In these cases, a Licensed Professional Engineer, experienced 25 in infrastructure liner design, should provide a signed and sealed design thickness 26 report, showing the assumptions made, input data used, design principles employed 27 and the results of the calculations that would meet the standard of care, expected of 28 professionals practicing in the same region and time period. 29 4. As determined in Paragraph 2.2 in this Section, the Contractor shall submit 30 manufacturer's minimum recommended thicknesses or liner thickness calculations 31 to the Owner/Consulting Engineer for review. Thickness or calculations shall 32 substantiate sufficient liner thickness to achieve desired 50-year design life. 33 5. The Contractor shall submit his proposal based upon the appropriate length, size, 34 design life and host infrastructure parameters designated in the Project Plans and 35 Specifications. 36 6. The Design Parameters shall be as presented in Table 3: 37 38 Table 3 DESIGN PARAMETER BELOW TO BE FILLED IN BY OWNER / CONSULTANT Shape / Size Pipe Material Length Bury Depth Level of Deterioration Ovality Live Loading Conditions Soil Densi Ground Water Elevation CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-11 GEOPOLYMER LINING OF STORM DRAINS Page 11 of 23 Access Information Restrictions on Construction 1 D. Infiltration Control 2 1. Heavy Infiltration 3 a. Injection grouting material shall be used to address heavy infiltration following 4 manufacturer's instructions. Apply injection grouting material as approved by 5 the Geopolymer manufacture. 6 b. Heavy infiltration means infiltration that meets the definition of a "runner" or 7 "gusher", as defined by NASSCO's Pipeline Assessment Certification Program. 8 1) Runner -water running into the storm drain through a faulty joint or pipe 9 wall. A continuous flow will be visible. 10 2) Gusher - water entering the pipe "under pressure" through a defect or faulty l I joint. 12 2. Mild to Moderate Infiltration 13 a. All fast setting materials furnished shall be designed to be applied in dry powder 14 form, with no prior mixing of water, directly to active leaks under hydrostatic 15 pressure in pipes, manholes or related structures. Materials shall consist of rapid 16 setting cements, siliceous aggregates, and various accelerating agents. Material 17 shall not contain chlorides, gypsum, or metallic particles. Approved infiltration 18 control material shall be Quadex Quad- Plug as manufactured by Quadex. 19 b. Physical Properties of approved material shall exhibit the following minimum 20 physical properties: 21 1) Set Time 22 a) 30 seconds 23 24 2.4 INVERT REPAIR AND PATCHING 25 A. All material furnished shall be designed to fill large voids in pipe, manholes and 26 structure walls and to repair or reconstruct inverts where no hydrostatic pressure exists. 27 B. For infrastructure with heavily deteriorated inverts and which is rehabilitated under no 28 flow or bypass conditions, where flow will not be returned until at least 12 hours after 29 Geopolymer liner application, Quad- Flow flowable fill with a minimum of 5,000 psi 30 may be used. 31 C. For infrastructure which must be returned to service quickly, material shall consist of 32 rapid setting cements, NSG aggregates, and various accelerating agents. Material shall 33 not contain chlorides, gypsum, or metallic particles. Approved invert repair and patching 34 material shall be Quadex Hyperform as manufactured by Quadex. 35 1. Physical Properties of approved quick -setting material shall exhibit the following 36 minimum physical properties: 37 a. Compressive Strength (ASTM C109) 38 1) 30 mins: >1,200 psi 39 2) 1 hour: >2,500 psi 40 3) 1 day: >3,500 psi 41 b. Bond Strength (ASTM C882) 42 1) 28 Day: >3,000 psi 43 c. Shrinkage (ASTM C1090) 44 1) < 0.1% CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I, 2019 33 31 25 -12 GEOPOLYMER LINING OF STORM DRAINS Page 12 of 23 1 2.5 TREATMENT OF EXPOSED REBAR 2 A. When encountered, exposed rebar shall be cleaned and then coated with a rust 3 inhibiting coating to chemically modify the existing rust and introduce an inhibitor to 4 reduce future rust formation. Approved rust inhibitor shall be Ospho as manufactured 5 by Skybryte or Corroseal Rust Converter as manufactured by Rodda Paint. 6 2.6 GEOPOLYMER LINER APPLICATION EQUIPMENT 7 A. Horizontal Infrastructure 8 1. Manufacturer approved equipment shall be used in the application of the specified 9 GeopoIymer lining. The following outlines the equipment that is to be used on 10 application to Horizontal Infrastructure. Such equipment may also be used on 11 Vertical Infrastructure at the installer's discretion. 12 2. Major equipment components consist of a generator, an air compressor, a high 13 pressure washer, a high shear mixer, a high output pump, a gyroscopic high speed 14 spin cast delivery assembly, an electronic retraction system capable of +/- 5% 15 repeatability, and high pressure hoses and couplings. 16 3. Application equipment shall include a high shear mixer and high output swing tube 17 pump. In addition, the application equipment will have safety sensors that monitors 18 specific operation parameters. 19 4. Application equipment shall have visible display for the rate of water addition. This 20 will ensure water/material ratios are known and controlled. Water/material ratio 21 must be maintained per manufacturers' recommendations. 22 5. Application equipment shall measure the back pressure on the discharge side of the 23 pump. The change in pressure will alert the operator to any potential changes in 24 flow rates. Backpressures must not exceed the system providers' recommendations 25 at all times. 26 6. Spinner head shall be attached to a gyroscopic mechanism to layer the materials. 27 The gyroscopic mechanism can adjust the spinner head pattern and frequency. The 28 multiple layering process allows more uniform application of the product and 29 achieves higher thickness levels, in a single pass. 30 7. Retraction system shall be capable of pulling the sled assembly with no more than 31 +/-5% tolerance. The tolerance shall be verified on a daily basis, prior to product 32 application, and recorded in the daily log. 33 8. Retraction system shall have a visible display that monitors the controlled rate of 34 retraction. The rate of retraction and the volume of material discharged is necessary 35 to calculate the thickness of the applied materials. 36 9. The rate of retraction, material application volume, dry material usage and length of 37 application covered should be monitored and recorded on a daily basis. This is a 38 critical to accurately verify the thickness of material applied. 39 B. Vertical infrastructure 40 1. Manufacturer approved equipment shall be used in the application of the specified 41 Geopolymer lining. The following outlines the equipment that is to be used on 42 application to Vertical Infrastructure. Such equipment may not be used on 43 Horizontal Infrastructure unless approved in writing by the Geopolymer lining 44 manufacturer. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 - 13 GEOPOLYMER LINING OF STORM DRAINS Page 13 of 23 1 2. Major equipment components consist of a generator, an air compressor, a pressure 2 washer, a mortar mixer, a material pump, a spray nozzle or spinner head and 3 material hose all to be trailer or skid/ truck mounted and contained within a single 4 platform. 5 3. Application equipment shall include a vertical shaft, horizontal blade mixer with at 6 least a 45-gallon capacity and three stage progressive cavity material pump. 7 4. Application equipment shall have a water metering system to monitor the rate of 8 water addition. This will ensure water/material ratios are known and controlled. 9 Water/material ratio must be maintained per manufacturers' recommendations. 10 5. Application equipment shall include an engine/generator sufficiently sized to 11 operate all components on the trailer as needed for completion of the lining. 12 6. Application equipment shall include sufficiently sized water transfer pump so as to 13 provide continuous delivery of water to all components. Similarly, an adequately 14 sized pressure washer for use in surface preparation and equipment clean-up is 15 required. 16 7. Application equipment shall include an air compressor and reservoir providing 17 compressed air for spray atomization. 18 8. Application equipment shall include either a manual spray nozzle, or a spinner 19 head. Spinner head shall be attached to an electric winch mounted on a tripod 20 allowing for control of vertical movement at a consistent rate. 21 2.7 EQUIPMENT MAINTENANCE 22 A. All equipment shall be in clean and good working conditions. 23 B. Maintenance and service shall be performed on the equipment to manufacturers' 24 standards. 25 C. Inspect the dry material hopper in the mixer to ensure that there is no blockage or debris 26 in the dry material feed point. Remove any debris prior to feeding dry powder. 27 D. Inspect the pre -mix chamber to ensure it that there is no blockage or debris. Remove any 28 debris prior to mixing. 29 ; f E. Inspect the mixing chamber to ensure there is no blockage or debris. Remove any debris 30 or dry materials prior to application. 31 F. Inspect the pump to ensure there is no debris or blockage in the pump. Remove any 32 debris prior to application. 33 G. Spare parts or extra equipment should be kept on site to ensure rapid redeployment in 34 the event of equipment failure. 35 PART 3 - EXECUTION 36 3.1 INSTALLERS 37 A. Geopolymer liner must be applied by a Certified Applicator of the Geopolymer lining 38 manufacturer, as discussed further in Paragraph 1.9 of this Section, and according to 39 manufacturer specifications. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit,Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I, 2019 333I25-14 GEOPOLYMER LINING OF STORM DRAINS Page 14 of 23 1 3.2 EXAMINATION 2 A. Verification of Conditions 3 1. Provide Pre -construction Closed Circuit Television (CCTV) Inspection of the 4 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 5 a. Inspection of the pipelines shall be performed by experienced personnel trained 6 in locating breaks, obstacles and lateral connections by Closed Circuit Color 7 Television. 8 B. Evaluation and Assessment 9 1. Identify, by location, the presence of line obstructions in the existing storm drain 10 (granular deposits, dropped joints, protruding lateral connections, or collapsed pipe) 1 I which will prevent completion of the pipe bursting/crushing process, and which 12 cannot be removed by conventional storm drain cleaning equipment. 13 2. Identify, by location, the presence of sags in the sewer drain line(s) by the 14 following procedure: 15 a. Perform CCTV inspection. 16 b. Provide CCTV inspection results to the City. 17 c. The City Inspector will review the Pre -CCTV tapes to determine if any 18 excessive sags exist and will inform the Contractor which segments of pipe are 19 to be replaced by point repair. 20 3. Applicator shall verify that surfaces and substrate conditions are ready to receive 21 work as instructed by the product manufacturer. 22 4. Applicator shall examine surfaces scheduled to be finished prior to commencement 23 of work. Report to Owner any condition that may potentially affect proper 24 application. 25 5. Appropriate actions shall be taken to comply with regulatory and other applicable 26 agencies with regard to environment, health and safety. 27 3.3 PREPARATION 28 A. Format and Preparation of Data Log and Startup Checklist: 29 1. Data Log and Startup Checklist for all works shall be on -site prior to, 30 commencement of the works. These sheets shall be used to ensure thlit the works 31 are carried out and audited at multi -level according to standard steps and 32 procedures. These sheets will be maintained on -site and available for viewing but 33 will not be submitted. Information found on these logs will be used in the 34 preparation of Daily Logs. 35 2. A Data Log shall be prepared for each shift/application at each location. Data Log 36 shall contain the following information at minimum: 37 a. Job Name and Location; 38 b. Upstream, downstream and all intermediate manhole/access chambers 39 reference numbers; 40 c. Material(s) used in the application (by batch number) and the precise location 41 of applied lining applications within the infrastructure system; 42 d. Record of time/date of delivery of materials to application point (to include 43 batch number and shipping company delivering the material); 44 e. Time of commencement and completion of application; 45 £ Application Method (hand trowel, hand sprayed or spin cast); CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 - 15 GEOPOLYMER LINING OF STORM DRAINS Page 15 of 23 1 g. Hose Length, Product Temperature Wet/Dry, Water Temperature, Water 2 Addition Rate, Pressure, Condition of Surface to be Rehabbed, 3 Manhole/Structure/Pipeline Temp. and Prevailing Atmospheric Conditions; 4 h. Motor Speed and Retrieval Speed. 5 B. Bypassing 6 1. Bypass pump of active flow or standing water in accordance with Section 33 03 10, 7 C. Line Obstructions 8 1. If identified in the CCTV inspection, remove line obstruction. 9 2. Removal of obstruction is considered subsidiary to CCTV inspection. 10 D. Surface Preparation and Light Cleaning I 1 1. Excessive debris, sediment, root intrusion or other foreign materials which may 12 impact the effectiveness of the surface preparation process shall be removed prior to 13 the commencement thereof. 14 2. Offset structural components, lids, covers, frames, etc. shall be reported to the 15 Owner / Consulting Engineer so that direction related to further possible action may 16 be discussed prior to the commencement of surface preparation. 17 3. External soil/fill voids shall be remediated and/or stabilized by replacement or 18 injection of stabilizing grout, flowable fill, or Quad -Flow as determined appropriate 19 by the engineer. 20 4. Oils, grease, incompatible existing coatings, waxes, form release, curing 21 compounds, efflorescence., sealers, salts, or other contaminants which may affect 22 the performance and adhesion of the coating to the substrate shall be addressed per 23 manufacturers' recommendations. 24 5. Choice of surface preparation method(s) should be based upon the condition of the 25 structure and concrete or masonry surface, potential contaminants present, access to 26 perform work, and the required cleanliness and profile of the prepared surface to 27 receive the repair and/or lining product. 28 6. Surface preparation method, or combination of methods, that may be used include 29 high-pressure water cleaning (minimum 3,500 psi), water jetting, abrasive blasting, 30 abrasive blasting, grinding or scarifying. When grease or oil are present within the 31 host infrastructure, steam, heated water (up to 200'F) or an approved detergent may 32 be added to the water may be used integrally with the high pressure water cleaning 33 and other methods as referenced in industry accepted standards such as: 34 a. ASTM-F-2551 Standard Practice for Installing a Protective Cementitious Liner 35 System in Sanitary Sewer Manholes. 36 7. Loose debris materials resulting from the cleaning of the structure shall be removed 37 prior to application of the Geopolymer lining material. 38 8. Loose or defective brick, concrete, grout, ledges, and steps shall be removed to 39 provide an even surface prior to application of Geopolymer lining material. 40 9. Exposed rebar shall be pressure washed to remove any extraneous materials, such 41 as dirt, oil, grease, debris and loose rust scale. Rebar is then coated with rust 42 inhibiting coating and allowed to dry overnight. Geopolymer lining using the 43 selected application method can then begin, lining to the required application 44 thickness. 45 E. Sealing Active Leaks CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-16 GEOPOLYMER LINING OF STORM DRAINS Page 16 of23 1 1. The work consists of hand applying a dry quick -setting cementitious mix or, for 2 heavy leaks, chemical grout designed to instantly stop running water or seepage in 3 all types of concrete, metal and masonry pipes, manholes and structures. The 4 applicator shall apply an approved quick -setting mortar or chemical grout in 5 accordance with manufacturer's recommendations and the following requirements. 6 a. The area to be repaired must be clean and free of debris to the extent the repair 7 material will bond to the surface of the affected area. 8 b. For quick -setting mortar, with gloved hand, place a generous amount of the dry 9 quick -setting cementitious material to the active leak, with a smooth fast motion, 10 maintaining external pressure for 30 seconds, repeat until leak is stopped. 1 I c. Proper application should not require any special mixing of product or special 12 curing requirements after application. 13 2. Materials, additives, mixture ratios, and procedures utilized for the grouting process 14 shall be in accordance with manufacturer's recommendations and shall be 15 appropriate for the application. 16 F, Invert Repair and Patching 17 1. The work consists of mixing and applying flowable fill or a rapid setting, high early 18 strength, non -shrink patching material to fill all large voids and repair inverts prior 19 to spray lining of the structure in accordance with Paragraphs 2.2 of this Section. 20 For pipe or manhole invert repairs, flow must be temporarily restricted prior to 21 cleaning. 22 a. The area to be repaired must be capable of receiving the appropriate repair 23 material. 24 b. Mix water shall be clean potable water and require no additives or admixtures 25 for use with cementitious patching materials. 26 c. Flowable fill shall be mixed on -site or delivered to the site ready for use. 27 Patching material shall be mixed in a mortar tub or 5-gallon pail with water per 28 manufacturer's specifications. Material should be mixed in small quantities, to 29 avoid setting prior to placement in voids or inverts. 30 d. Once mixed to proper consistency, the materials shall be applied to the invert or 31 void areas by pump, hand or trowel. In invert applications, care should be taken 32 to not apply excessive material in the channel, which could restrict flow. Once 33 applied, materials should be smoothed either by hand or trowel in order to 34facilitate flow. 35 e. Flows in inverts patched with patching material can be reestablished within 30 36 minutes of material placement. Flows with inverts patched with flowable fill or 37 Quad -Flow are typically not reestablished until rehabilitation of the host 38 infrastructure with Geopolymer liner has been completed. 39 3.4 INSTALLATION 40 A. Site Organization 41 1. Locate equipment used to perform the work away from buildings so as not to create 42 a noise impact. Conform to City of Fort Worth Code of Ordinances, Part 11, 43 Section 23-8. 44 a. Provide silencers or other devises to reduce machine noise as needed to meet 45 requirements. 46 B. Schedule CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333125-17 GEOPOLYMER LINING OF STORM DRAINS Page 17 of 23 1 1. Upon commencement of the actual lining, do not begin a segment of work that 2 cannot be completed before the end of the work day. 3 C. Mixing of the Geopolymer Lining Material 4 1. Contractor shall add the Geopolymer material to the batch water following 5 precisely the manufacturer's water/material ratio. Precision metering of water in 6 mixer is required to maintain the strict water to material ratio. The ability to closely 7 adjust and monitor the addition of water through the use of a water meter is 8 required. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. Mixing water temperatures must be determined before blending operations begin. The mixing water temperature must be recorded in the data log at multiple times throughout the day during the installation process. Water temperatures should be maintained at all times to within the limits required by the system supplier or manufacturer. The ability to provide mixing water at a consistent temperature is a critical aspect of the mixing and installation process. 3. The lining material shall be mixed in a high shear mixer, or similar, to ensure thorough and uniform mix of water with the material prior to pumping. 4. The mixing operations must be performed so that the minimum of dust is released into the surrounding environment. 5. The batch style mixing, precise metering of water and pump rate eliminates wet/dry and thick/thin variations resulting in a uniform structure liner regardless of the pumping distance. 6. Multiple application nozzles should be onsite at all times to address any application issues or failure of the nozzle. Multiple nozzles may be required to produce the required depth or finish of the linersurface. D. Application of Geopolymer Living Material 1. The work consists of spray applying and/or centrifugally spin -casting the specified geopolymer liner material to the inside of an existing structure. The necessary equipment and application methods to apply the liner materials shall be only as approved by the material manufacturer. Material shall be mixed in accordance with manufacturer's specifications to proper consistency, then the materials shall be pumped through a high pressure material hose for delivery to the appropriate and / or selected application device: 2. In brick, block, rock, concrete and corrugated metal pipelines, tunnels and manholes with deteriorated surfaces, mortar material shall be applied to specified thickness, but no less than one (1) inch. Application on all pre- cast/poured-in- place manholes shall occur after preparing surfaces. Material shall be applied to the bench and invert area in such a manner as to provide for proper drainage without ponding and to compensate for abrasion. Material must be applied only when surfaces are damp but with no visible water dripping or running. 3. Hand Troweled Application a. In locations where equipment access is limited, or work scope is such that mobilization of equipment is not justifiable, material may be hand troweled into place. b. Proper mixing should be achieved with a portable mixing unit of sufficient strength to thoroughly mix product to manufacturers recommended consistency. c. Application of material by troweling shall be performed by starting at the bottom of the structure and progressing up the wall. CITY OF FORT WORT14 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 3331 25 -18 GEOPOLYMER LINING OF STORM DRAINS Page 18 of 23 l d. Material shall be applied to a specified uniform minimum thickness no less than 2 1 inch, unless otherwise instructed by manufacturer. Material shall be applied to 3 the bench area in such a mariner as to provide for proper drainage without 4 ponding and accounting for anticipated abrasion. 5 e. Troweling of materials shall begin immediately following the mixing of the 6 product. Initial troweling shall be in a motion, to compress the material into any 7 voids within the structure walls. Precautions should be taken not to over trowel. 8 £ Once troweling has been completed the applied liner shall be brushed to remove 9 trowel marks and to break up the latent surface brought about by troweling. 10 Brushing should be in the horizontal plane and as with troweling do not over 11 work the lining material. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 4. Hand Spray Application a. Material hose shall be coupled to a Iow-velocity spray application nozzle. Pumping of the material shall commence and the mortar shall be atomized by the introduction of air at the nozzle, creating a low -velocity spray pattern for material application. b. Spraying typically is performed by starting at the bottom of the structure and progressing up the wall. c. Material shall be applied to a specified uniform minimum thickness no less than 1 inch. Material shall be applied to the bench area in such a manner as to provide for proper drainage without ponding and accounting for anticipated abrasion. d. Troweling of materials shall begin immediately following the spray application. Initial troweling shall be in a motion, to compress the material into any voids within the structure walls. Precautions should be taken not to over trowel. e. Once troweling has been completed the applied liner shall be brushed to remove trowel marks and to break up the Iatent surface brought about by troweling. Brushing should be in the horizontal plane and as with troweling do not over work the lining material. 5. Centrifugal Application a. Spin -cast unit shall be approved by the material manufacturer. Mechanical insertion/extraction equipment and speeds shall be calibrated to the structure diameter to ensure uniform application to specified thickness. Material hose shall be coupled to the spin -cast unit. The spin -cast unit shall then be properly positioned within the horizontal or vertical structure. b. Vertical Structures/Manholes 1) Initially locate the spinner at either the top of the manhole chimney or the lowest point corresponding to the junction of the manhole bench and walls. 2) The spin -cast unit shall then be initialized and pumping of the material shall commence. 3) As the motor begins to be centrifugally cast evenly around the interior of the structure, the rotating applicator head may be cycled up and down, when installing in rough, non -uniform vertical structures, at a controlled retrieval speed conducive to providing a uniform material thickness on the structure walls. c. Horizontal Structures/Pipes 1) The Geopolymer lining material delivery hose shall be coupled to a medium -velocity spray application nozzle. 2) Pumping of the material shall commence and the material shall be spin cast onto the pipe surface. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 3 4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 333125-19 GEOPOLYMER LINING OF STORM DRAINS Page 19 of 23 3) A gyroscopic head that has a speed adjustment for making multiple position changes per minute is required. The gyroscopic head allows the spin cast mechanism and the associated selected nozzle to make multiple passes on the pipe wall in a single pass of the sled assembly. 4) Spraying of a pipe is typically performed by starting at the pipe end -project location (Lower level) and progressing towards the entrance of the pipe (Higher level). 5) At the beginning of each application segment the mechanical retraction system should be calibrated. 6) The measured rate observed and recorded must be within 5% of the expected speed and can be verified by this process. 7) Geopolymer liner shall be applied to a specified uniform minimum thickness as instructed by the professional engineer. 8) The Geopolymer delivery hose shall be coupled to a gyroscopic applicator device. The gyroscopic applicator shall then be positioned within the center, or positioned higher inside the pipe, as required by the diameter and shape of the pipe. 9) As the material begins to be gyroscopically cast evenly around the interior of the cavity, the rotating applicator head shall produce a uniform material thickness to the repair surface. 10) Controlled multiple passes shall then be made, if necessary, until the specified minimum finished thickness is attained. If the procedure is interrupted for any reason, the operator shall arrest the longitudinal transition of the applicator head until flows are recommenced. 11) Material thickness may be verified at any point with an approved depth gauge. If additional material is required at any level, the gyroscopic applicator head shall be placed at the location and application shall recommence until that area meets the required thickness. 12) The lining material shall be applied to a damp surface, with no free water. 13) The medium -velocity spray nozzle and the gyroscopic spin casting head may be used in conjunction to facilitate uniform application of the material to irregularities in the contour of the pipe walls. 14) If desired, the liner may be troweled following the spray application. Initial troweling shall be in an upward motion, to compress the material and solidify the pipe wall. 15) Proper steps shall be taken to ensure the material is cured in a moist and moderate climate as directed by the manufacturer. General underground conditions are usually adequate to meet this curing requirement. However, when situations of dry and/or hot conditions are present, the use of a wind barrier and fogging spray may be required. 6. Curing of the Geopolymer Lining Material a. The Manufacturer's recommended cure schedule must be followed at all times unless advised otherwise by Manufacturer in writing. The Contractor must provide evidence of such adherence via the Data Log. b. SPECIAL NOTE: The use of curing compounds is not recommended for Geopolymer liners. 7. Reinstatement of Laterals and Connecting Pipes CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 -20 GEOPOLYMER LINING OF STORM DRAINS Page 20 of 23 1 a. Using the records from the pre -construction inspections, the Contractor shall 2 insure that all laterals and other connecting pipes are properly reinstated and put 3 back in service. Any excessive Geopolymer liner material at the connection shall 4 be removed. 5 b. The Contractor shall insure that no infiltration is originating at the point of 6 connection. If it is, the Contractor shall seal the leak with chemical grout. 7 c. The laterals and pipe connections shall then be completed by hand, applying the 8 liner to the outer surface of the connection to the pipe and smoothly tapering it 9 into the lateral or connecting pipe. No rough edges or abrupt transitions that 10 could catch debris or hinder the flow shall remain. 11 8. Termination and Sealing at Manholes, Junctions, Bends, Outlets, Shafts and other 12 Structures 13 a. Termination of the Geopolymer liner at the end of a pipe or manhole shall be 14 completed by hand applying the Iiner to the outer surface of the pipe or into the 15 interior of the manhole. 16 b. Unless specifically directed otherwise in the project plans/specification, all 17 starter/intermediate/terminal manholes/junctions/bends/other structures which 18 are directly impacted by pipe rehabilitation activities will also be Geopolymer 19 lined as directed in the project plans/specifications. If no direction is provided, 20 or should information conflict, these manholes are to be lined with a minimum 21 thickness of 1 inch. The junctions, bends, shafts, and other structures are to be 22 dined with a minimum thickness of 1 inch. Refer to Paragraph 2.2, this Section, 23 for design requirements. 24 9. End of Shift Equipment Clean Up Procedures 25 a. All equipment used during the days/shifts operations shall be properly cleaned 26 and stored. 27 b. All hoses, fittings, pumps, mixers, spray head equipment, retraction equipment 28 will be cleaned both inside and out. 29 c. All mixed Geopolymer materials shall be captured and disposed of properly. 30 31 3.5 REPAIR/ RESTORATION [NOT USED] 32 3.6 RE -INSTALLATION [NOT USED] 33 3.7 FIELD loRl SITE QUALITY CONTROL 34 A. Field Tests and Inspections 35 1. Confirmation of a Geopolymer 36 a. Material shall be confirmed as a Geopolymer as determined by XRF and XRD 37 testing. Testing shall be completed on the proposed Geopolymer material and 38 results submitted during application. 39 1) XRF and XRD testing shall be carried out as follows: 40 a) Sieve the geopolymer material with 200 mesh. 41 b) XRF and XRD testing to be run on the powder. 42 c) Based upon the size of the project, as determined by the material that is 43 to be used, testing shall be carried out based upon the following: 44 {1) For projects utilizing equal to or less than 100,000 lbs. of product, 45 first and last batch of material. 46 (2) For projects utilizing more than 100,000 lbs. of product, first, last 47 and one randomly sampled batch throughout the project life. CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1,2019 33 31 25 - 21 GEOPOLYMER LINING OF STORM DRAINS Page 21 of 23 1 b. Quality Control, Sampling and Testing 2 1) During application, Applicator shall regularly perform and record 3 Geopolymer lining thickness readings with a method approved by 4 manufacturer. Applicator shall submit all documentation on thickness 5 readings to Inspector on a daily basis when lining application occurs. 6 2) Sample and make five test cylinders per ASTM C 31 and analyze with 7 ASTM C 39, or as specified by contract document, for testing compressive 8 strength from each day's work (for Vertical Infrastructure) or every 32,000 9 lbs. of material (for Horizontal Infrastructure). Label the cylinders with the 10 date, location, project, and product batch numbers. The product batch 11 numbers are located on each geopolymer material bag. Send the cylinders to 12 a third -party laboratory or the manufacturer for verification. Test in 13 accordance with ASTM C 39, or as specified in contract documents. Test 14 the geopolymer material for compressive strength at 7 days (1 cylinder) and 15 28 days (3 cylinders) and leave 1 cylinder for retainage. 16 a) Performance and Material Testing — Vertical Infrastructure (Manholes, 17 Boxes, Structures, etc.) 18 (1) Performance testing as directed in ASTM F 2551. 19 (2) Submit the following information to the engineer: Product data, 20 including manufacturer and brand name along with laboratory test 21 results to verify 28-day compressive strength in accordance with 22 ASTM C 39 or ASTM C 109. The samples must be undisturbed 23 fora period of at least 24 hours before they can be transported. The 24 project superintendent will require that samples of applied material 25 be taken representative of each day's work of material used. 26 Samples shall be obtained from the pump, hose or nozzle, 27 identified, and sent to an independent test laboratory to verify 28- 28 day compression strength testing as described in ASTM C 39 or 29 ASTM C 109 and shall have a minimum average of the strength set 30 forth in Section 2.04, Table 2. 31 b) Performance and Material Testing — Horizontal Infrastructure (Pipes, 32 Culverts, Tunnels, etc.) 33 (1) Submit the following information to the engineer: Product data, 34 including manufacturer and brand natrle along with laboratory test 35 results to verify 28-day compressive strength in accordance with 36 ASTM C 31 or ASTM C 39. The project superintendent will require 37 that samples of the applied material will be taken first and last day 38 of application and every 32,000 lbs- of material. The samples may 39 be taken from the pump immediately before discharge into the hose 40 or at the spin caster, if feasible. A minimum of five samples will be 41 obtained as required by ASTM C 31 and analyzed by ASTM C 39 42 or C 109. The samples must be undisturbed for a period of at least 43 24 hours before they can be transported. The material thickness may 44 be determined by using (4) depth gauges during the spraying 45 process. Permanent depth gauges may either be attached to the host 46 infrastructure prior to (6) Geopolymer liner application or a 47 handheld depth gauge may be (8) used by the installer during 48 installation. The depth measurements should be made in at least CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 - 22 GEOPOLYMER LINING OF STORM DRAINS Page 22 of 23 1 three locations within the infrastructure being lined as well as near 2 both ends and the middle of the infrastructure. These measurements 3 must be written down in a log book which will be submitted to the 4 client at the end of the project, alongwith digital photos of the 5 completed lining. 6 c. Daily Activity Log 7 1) Horizontal Infrastructure 8 a) A Daily Activity Log will be filled out completely anytime a work 9 crew is on site. This log includes listing the personnel present at the 10 site, when they arrived and when they left the site. All materials must I l be inspected upon receipt and properly documented as to the amount of 12 material and the identification of the material by batch numbers. Dates 13 and times along with the shipping company delivering the material 14 should be recorded for possible future reference. 15 b) Important spray data includes the times material was applied and under 16 which atmospheric conditions. The ambient air temperature, the dry 17 powder temperature, the mixing water temperature, and the 18 temperature inside the infrastructure are all recorded on the daily 19 activity report. 20 c) The operating conditions are also recorded. These measurements 21 include the water addition rate taken at the meter tube, the retrieval 22 speed of the retraction system and the pump motor speed recorded at 23 the pump. 24 d) Any special conditions are to be noted in the daily log. 25 2) Vertical Infrastructure 26 a) A Daily Activity Log will be filled out completely anytime a work 27 crew is on site. This log includes listing the personnel present at the site, 28 when they arrived and when they left the site. 29 b) Surface preparations made. 30 c) Repair materials used. 31 d) Any special conditions are to be noted in the daily log. 32 d. Equipment Calibration Reports 33 1) Equipment calibration reports are to be maintained at all times for 34 inspection by the Owner/ Engineer. 35 e. Post -Construction Closed Circuit Television (CCTV) Inspection 36 1) Conduct a Post -Construction CCTV Inspection in accordance with Section 37 33 0131 CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 25 - 23 GEOPOLYMER LINING OF STORM DRAINS Page 23 of 23 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING ]NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333126 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page i of 14 1 SECTION 33 3126 2 EPDXY LINING OF STORM DRAINS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing storm drains by installation of an epoxy lining 7 system. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division I — General Requirements 1.4 3. Section 33 01 30 -- Storm Sewer and Manhole Testing 15 4. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 17 6, Section 33 31 50 — Storm Sewer Service and Lateral Connections 18 D. For the above referenced specifications: 19 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm 20 drains. 21 2. Any item that is not a pay item will be considered subsidiary. 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Pipe Rehab by Epoxy Lining 25 a. Measurement 26 1) Measurement for this Item shall be by the linear foot measured horizontally 27 along the surface following the pipe centerline for the length identified 28 during the Pre -CCTV inspection and directed by the City. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price bid per horizontal linear foot "Storm Drain Pipe, Epoxy Lining" 33 installed for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Furnishing and installing pipe liner as specified by the Drawings 37 2) Pre -CCTV Inspection 38 3) Bypass Pumping for pipes smaller than 18-inches 39 4) Disposal of excess material 40 5) Clean-up CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 2 of 14 6) Cleaning 7) Testing 2. Point Repair a. Measurement 1) Measurement for this Item shall be by the linear foot measured horizontally along the surface following the pipe centerline for the length identified during the Pre -CCTV inspection and directed by the City. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Storm Drain Pipe, Point Repair" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pipe liner as specified by the Drawings 2) Hauling 3) Bypass Pumping for pipes smaller than 18-inches 4) Disposal of excess material 5) Clean-up 6) Cleaning 7) Testing 3. Infiltration Control a. Measurement 1) Mild to Moderate — Fast Setting Materials shall be measured on a per pound basis. 2) Heavy - Chemical Grouting Materials shall be measured on a per gallon or pound basis. b. Payment 1) Mild to Moderate — Payment for Fast Setting Materials shall be paid on a per pound basis in accordance with the Unit Prices contained in the Proposal, 2) Heavy - Payment for Chemical Grout Injection shall be paid on a per gallon/pound basis in accordance with the Unit Prices contained in the Proposal. 4. Invert Repair and Patching a. Measurement 1) Invert Repair materials shall be measured on a per cubic yard basis. b. Payment 1) Payment for Invert Repair shall be paid on a. per cubic yard basis in accordance with the Unit Prices contained in the Proposal. 5. Treatment of Exposed Rebar a. Measurement 1) Rust Inhibiting Coating shall be measured on a per gallon basis. b. Payment 1) Payment for Rust Inhibiting Coating shall be paid on a per gallon basis in accordance with the Unit Prices contained in the Proposal. 6. Epoxy Rehabilitation a. Measurement CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LIFERS FOR SANITARY SEWER STRUCTURES Page 3 of 14 1 1) Measurement for installation of Epoxy Liner on Horizontal Infrastructure 2 shall be made from the center of the entry manhole/structure to the center 3 of the exit manhole/structure as shown on the drawings. Measurement shall 4 be per linear foot per size of pipe. 5 2) Measurement for installation of Epoxy Liner on Vertical Infrastructure 6 shall be measured per vertical foot per size (diameter or Height x Width) 7 for payment. 8 b. Payment 9 1) Payment for installation of Epoxy Liner on Horizontal Infrastructure shall 10 be paid on a linear foot basis per pipe size in accordance with the Unit I 1 Prices contained in the Proposal. 12 2) Payment for installation of Epoxy Liner on Vertical Infrastructure shall be 13 paid on per vertical foot per size (diameter or Height x Width) in 14 accordance with the Unit Prices contained in the Proposal. 15 3) Payment shall include design of the approved Epoxy liner (as applicable), 16 pre -construction inspection and surface preparation of the host pipe prior to 17 application of the Epoxy liner, light cleaning, infiltration control (as 18 applicable, except the gallons/pounds of Chemical Grouting Materials 19 used), treatment of exposed rebar (as applicable, except the gallons of Rust 20 Inhibiting Coating used), spill prevention plan, fuel, potable water, safety, 21 traffic control, dust/erosion control, debris disposal, field quality control, 22 material testing, site restoration, installation of the Epoxy liner, secondary 23 corrosion protection (for storm drain infrastructure) as required and all 24 other associated work specified and/or required to provide a completed 25 installation. 26 4) Any item not specified elsewhere shall be considered incidental to the 27 work. Contractor shall include all incidental costs in the Unit Price. 28 7. Lateral and Connecting Pipe Reinstatement 29 a. Measurement 30 1) Lateral and Connecting Pipe reinstatements shall be measured on a per each 31 per size of lateral or connecting pipe basis. 32 b. Payment 1 33 1): Payment for reinstatement of laterals and connecting pipes shall be paid on 34 a per each basis per lateral or connecting pipe size in accordance with the 35 Unit Prices contained in the Proposal. 36 2) Payment shall include reinstatement of the laterals and connecting pipes to 37 the pipe that received the Epoxy liner, pre -construction inspection and 38 surface preparation of the laterals and connecting pipes at the connection 39 point, light cleaning, infiltration control (except the gallons of chemical 40 grout used), spill prevention plan, fuel, potable water, safety, traffic control, 41 dust/erosion control, field quality control, material testing, site restoration, 42 installation of any additional Epoxy liner material for the reinstatement, and 43 all other associated work specified and/or required to provide a completed 444 installation. 45 3) Any item not specified elsewhere shall be considered incidental to the 46 work. Contractor shall include all incidental costs in the Unit Price, 47 1.3 REFERENCES 48 A. Reference Standards CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LIFTERS FOR SANITARY SEWER STRUCTURES Page 4 of 14 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. American Society for Testing and Materials (ASTM): 5 a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical 6 Reagents. 7 b. D63 8, Standard Test Method for Tensile Properties of Plastics. 8 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 9 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 10 Reinforced Plastics and Electrical Insulating Materials. 11 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 12 the Taber Abraser. 13 £ D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 14 Gages. 15 g. D4541, Standard Test Method for Pull -off Strength of Coatings Using Portable 16 Adhesion Testers. 17 3. Environmental Protection Agency (EPA). 18 4. NACE International (MACE). 19 5. Occupational Safety and Health Administration (OSHA). 20 6. Resource Conservation and Recovery Act, (RCRA), 21 7. The Society for Protective Coatings/NACE International (SSPC/NACE): 22 a. sp 13/NACE No. 6, Surface Preparation of Concrete. 23 8. City of Fort Worth Code of Ordinances 24 a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Coordination 27 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the 28 Drawings. 29 2. Provide advanced notice prior to commencing actual lining activities as described 30 in the Drawings in order to allow the City to provide appropriate advanced notice to 31 affected residents. 32 B. Sequencing 33 1. Provide a bypass pumping plan detailing collection and discharge locations and 34 method of bypass pumping prior to the start of construction. 35 2. Provide a phasing plan with the sequence of construction prior to the start of 36 construction. 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the City prior to delivery. 40 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS 41 A. Product Data 42 1. Technical data sheet on each product used CITY OF FORT WORTH 2O19 Storni Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 14 1 2. Material Safety Data Sheet (MSDS) for each product used 2 3. Copies of independent testing performed on the coating product indicating the 3 product meets the requirements as specified herein 4 4. Technical data sheet and project specific data for repair materials to be topcoated 5 with the coating product including application, cure time and surface preparation 6 procedures 7 B. Shop Drawings 8 1. Include dimensions of new pipes and fittings. 9 C. Certificates 10 1. Provide a certificate of compliance with this Specification, upon request, by the 11 manufacturer for all material furnished under this Specification. 12 a. The Contractor will be responsible for all damage caused by and the 13 replacement of failed, unspecified or unapproved materials. 14 D. Manufacturers' Instructions 15 1. Include manufacturer's recommendation for handling, storage and repair of pipe and 16 fittings if damaged. I7 E. Special Procedure Submittals 18 1. Provide a bypass pumping plan in accordance with Section 33 03 10. 19 2. Provide a phasing plan with the sequence of construction prior to the start of 20 construction. 21 F. Contractor Data 22 1. Current documentation from coating product manufacturer certifying Contractor's 23 training and equipment complies with the Quality Assurance requirements specified 24 herein. 25 2. 5 recent references of Contractor indicating successful application of coating 26 product(s) of the same material type as specified herein, applied by spray 27 application within the municipal storm water environment. 28 1.7 `CLOSEOUT SUBMITTALS 29 A. Record Documentation 30 1. Provide Post -Construction Closed Circuit Television inspection reports in 31 accordance with Section 33 01 31. 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE 34 A. Qualifications 35 1. Contractor 36 a. Be trained by, or have training approved and certified by, the coating product 37 manufacturer for the handling, mixing, application and inspection of the coating 38 product(s) to be used as specified herein 39 b. Initiate and enforce quality control procedures consistent with the coating 40 product(s) manufacturer recommendations and applicable NACE or SSPC 41 standards as referenced herein CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 14 1 B. Certifications 2 1. ASTM test results indicating the product conforms to and is suitable for its 3 intended use per these specifications. Test reports shall be performed at the 4 Contractor's expense and shall be carried out by an approved laboratory or by 5 a reputable independent testing body. 6 C. Pre -construction and Post -construction Testing 7 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) 8 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 9 3301 31. 10 1.10 DELIVERY, STORAGE, AND HANDLING 11 A. Delivery: 12 1. Deliver materials in original containers with seals unbroken and labels intact and 13 free of moisture. Do not use materials that have been exposed to moisture or if there 14 is visible damage to the packaging. 15 B. Receipt: 16 1. All materials must be inspected upon receipt and properly documented as to the 17 amount of material and the identification of the material by batch numbers. Dates 18 and times along with the shipping company delivering the material should be 19 recorded for possible future reference. 20 C. Storage: 21 1. Contractor shall designate a specific space at the project site for storing and mixing 22 materials. Protect this space and repair all damage resulting from use. 23 2. Do not store near flame, heat or strong oxidants. Do not store kerosene nor gasoline 24 in this space. Remove oily rags at the end of each day's work. 25 3. Products are to be kept dry, protected from weather and stored under cover within 26 the temperature ranges recommended by the manufacturer (between 50 degrees F 27 and 90 degrees F). 28 4. Products are to be stored and handled according to their MSDSs or appropriate 29 classification. Damaged or. unsuitable products shall be promptly removed from the 30 job site and shall be replaced with suitable materials. 31 D. Handling: 32 1. Handle coating materials according to their material safety data sheets. 33 1.11 FIELD [SITE] CONDITIONS 34 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 35 perform the specified work. 36 B. Environmental Requirements: Applicator shall conform with all local, state and federal 37 regulations including those set forth by OSHA and the EPA and any other applicable 38 authorities. Confined space entry requirements shall be followed. 39 C. Maintain the temperature inside the host infrastructure at not less than 1.00° C (34' F) 40 and no more than 38.00' C (100' F), or as otherwise directed by manufacturer, during 41 application and finishing. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 14 1 D. Provide continuous ventilation and if necessary cooling and heating facilities to 2 maintain surface and ambient temperatures before, during, and following application of 3 finishes, within temperature range and for duration as directed by manufacturer. 4 E. Protection: Provide sufficient shielding to fully protect adjacent finished work. 5 1.12 WARRANTY 6 A. Manufacturer Warranty 7 1. Manufacturer's Warranty shall be in accordance with Division 1. 8 B. Performance Warranty 9 1. Every contractor is required to meet a standard, 2-year performance warranty for 10 work done for the City. 11 PART 2 - PRODUCTS 12 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 13 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 14 A. Repair and Resurfacing Products 15 1. Compatible with the specified coating product(s) in order to bond effectively, thus 16 forming a composite system 17 2. Used and applied in accordance with the manufacturer's recommendations 18 3. The repair and resurfacing products must meet the following: 19 a. 100 percent solids, solvent -free epoxy grout specifically formulated for epoxy 20 topcoating compatibility 21 b. Factory blended, rapid setting, high early strength, fiber reinforced, non -shrink 22 repair mortar that can be troweled or pneumatically spray applied and 23 specifically formulated to be suitable for topcoating with the specified coating 24 product used 25 B. Coating Product 26 1. Capable of being installed and curing properly within a storm drain pipe or concrete 27 utility environment. 28 2. Resistant to all forms of chemical or bacteriological attack found in municipal 29 storm drain systems; and, capable of adhering to typical storm drain pipeline 30 substrates. 31 3. The 100 percent solids, solvent -free ultra high -build epoxy system shall exhibit the 32 following characteristics: 33 a. Application Temperature — 50 degrees F, minimum 34 b. Thickness — 125 mils minimum 35 c. Color — White, Light Blue, or Beige 36 d. Compressive Strength (per ASTM D695) — 8,800 psi minimum 37 e. Tensile Strength (per ASTM D638) — 7;500 psi minimum 38 f. Hardness, Shore D (per ASTM D4541) — 70 minimum 39 g. Abrasion Resistance (per ASTM D4060 CS 17F Wheel) — 80 mg loss 40 maximum 41 b. Flexural Modulus (per ASTM D790) — 400,000 psi minimum CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333126 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 8 of 14 1 i. Flexural Strength (per ASTM D790) — 12,000 psi minimum 2 j. Adhesion to Concrete, mode of failure (ASTM D4541): Substrate (concrete) 3 failure 4 k. Chemical Resistance (ASTM D543/G20) all types of service for: 5 1) Municipal storm drain environment 6 2) Sulfuric acid, 30 percent 7 3) Sodium hydroxide, 5 percent 8 C. Coating Application Equipment 9 1. Manufacturer approved heated plural component spray equipment t0 2. Hard to reach areas, primer application and touch-up may be performed using hand I 1 tools. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL 14 A. Testing 15 1. Take wet film thickness gauge per ASTM D4414 at 3 locations within the pipe, 3 16 spaced equally apart along the wall. 17 a. Document and attest measurements and provide to the City. 18 2. After coating has set, repair all visible pinholes by lightly abrading the surface and 19 brushing the lining material over the area. 20 3. Repair all blisters and evidence of uneven cover according to the manufacturer's 21 recommendations. 22 4. Test pipe for final acceptance according to Section 33 0130. 23 PART 3 - EXECUTION 24 3.1 INSTALLERS 25 A. All installers shall be certified applicators approved by the manufacturers. 26 � 3.2 EXAMINATION 27 A. Verification of Conditions 28 1. Provide Pre -construction Closed Circuit Television (CCTV) Inspection of the 29 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 30 a. Inspection of the pipelines shall be performed by experienced personnel trained 31 in locating breaks, obstacles and lateral connections by Closed Circuit Color 32 Television. 33 B. Evaluation and Assessment 34 1. Identify, by location, the presence of line obstructions in the existing storm drain 35 (granular deposits, dropped joints, protruding lateral connections, or collapsed pipe) 36 which will prevent completion of the pipe bursting/crushing process, and which 37 cannot be removed by conventional storm drain cleaning equipment. 38 2. Identify, by location, the presence of sags in the drain line(s) by the following 39 procedure: 40 a. Perform CCTV inspection. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 9of14 1 b. Provide CCTV inspection results to the City. 2 c. The City Inspector will review the Pre -CCTV tapes to determine if any 3 excessive sags exist and will inform the Contractor which segments of pipe are 4 to be replaced by point repair. 5 3. Applicator shall verify that surfaces and substrate conditions are ready to receive 6 work as instructed by the product manufacturer. 7 4. Applicator shall examine surfaces scheduled to be finished prior to commencement 8 of work. Report to Owner any condition that may potentially affect proper 9 application. 10 5. Appropriate actions shall be taken to comply with regulatory and other applicable I 1 agencies with regard to environment, health and safety. 12 3.3 PREPARATION 13 A. Format and Preparation of Data Log and Startup Checklist: 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Data Log and Startup Checklist for all works shall be on -site prior to commencement of the works. These sheets shall be used to ensure that the works are carried out and audited at multi -level according to standard steps and procedures. These sheets will be maintained on -site and available for viewing but will not be submitted. Information found on these logs will be used in the preparation of Daily Logs. 2. A Data Log shall be prepared for each shift/application at each location. Data Log shall contain the following information at minimum: a. Job Name and Location; b. Upstream, downstream and all intermediate manhole/access chambers reference numbers; c. Material(s) used in the application (by batch number) and the precise location of applied lining applications within the infrastructure system; d. Record of time/date of delivery of materials to application point (to include batch number and shipping company delivering the material); e. Time of commencement and completion of application; f. Application Method (hand trowel, hand sprayed_ or spin cast); g. Hose Length, Product Temperature Wet/Dry, Water Temperature, Water Addition Rate, Pressure, Condition of Surface to be Rehabbed, Manhole/Structure/Pipeline Temp. and Prevailing Atmospheric Conditions; h. Motor Speed and Retrieval Speed. B. Storm Drain Preparation 1. Bypass pump of active flow or standing water in accordance with Section 33 03 10 to ensure all liquids are maintained below or away from the surfaces to be coated. 2. Line Obstructions a. If identified in the CCTV inspection, remove line obstruction. b. Removal of obstruction is considered subsidiary to CCTV inspection. 3. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 4. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat source. a. Where varying surface temperatures do exist, coating installation should be scheduled when the temperature is falling versus rising. CITY OF FORT WORTH 2O19 Storni Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 10 of 14 1 C. Surface Preparation 2 1. Remove oils, grease, incompatible existing coatings, waxes, form release, curing 3 compounds, efflorescence, scalers, salts or other contaminants which may affect the 4 performance and adhesion of the coating to the substrate. 5 2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other 6 means of degradation so that only sound substrate remains. 7 3. Surface preparation method, or combination of methods, that may be used include 8 high pressure water cleaning, high pressure water jetting, abrasive blasting, shot- 9 blasting, grinding, scarifying, detergent water cleaning, hot water blasting and 10 others as described in SSPC SP 13/NACE No. 6. 11 4. All methods used shall be performed in a manner that provides a uniform, sound, 12 clean, neutralized, surface suitable for the specified coating product. 13 D. Infiltration Control 14 1. Heavy Infiltration 15 a. Injection grouting material shall be used to address heavy infiltration following 16 manufacturer's instructions. Apply injection grouting material as approved by 17 the Epoxy manufacture. 18 b. Heavy infiltration means infiltration that meets the definition of a "runner" or 19 "gusher", as defined by NASSCO's Pipeline Assessment Certification Program. 20 1) Runner -water running into the storm drain through a faulty joint or pipe 21 wall. A continuous flow will be visible. 22 2) Gusher - water entering the pipe "under pressure" through a defect or faulty 23 joint. 24 2. Mild to Moderate Infiltration 25 a. All fast setting materials furnished shall be designed to be applied in dry 26 powder form, with no prior mixing of water, directly to active leaks under 27 hydrostatic pressure in pipes, manholes or related structures. Materials shall 28 consist of rapid setting cements, siliceous aggregates, and various accelerating 29 agents. Material shall not contain chlorides, gypsum, or metallic particles. 30 Approved infiltration control material shall be Quadex Quad -Plug as 31 manufactured by Quadex. 32 b. Physical Properties of approved material shall exhibit the following minimum 33 physical properties: 34 1) Set Time 35 a) 30 seconds 36 E. Invert Repair and Patching 37 1. All material furnished shall be designed to fill large voids in pipe, manholes and 38 structure walls and to repair or reconstruct inverts where no hydrostatic pressure 39 exists. 40 2. For infrastructure with heavily deteriorated inverts and which is rehabilitated under 41 no flow or bypass conditions, where flow will not be returned until at least 16 hours 42 after Epoxy liner application, Quad- Flow flowable fill with a minimum of 5,000 43 psi may be used. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page I 1 of 14 1 3. For infrastructure which must be returned to service quickly, material shall consist 2 of rapid setting cements, NSG aggregates, and various accelerating agents. Material 3 shah not contain chlorides, gypsum, or metallic particles. Approved invert repair .4 and patching material shall be Quadex Hyperform as manufactured by Quadex. 5 a. Physical Properties of approved quick -setting material shall exhibit the 6 following minimum physical properties: 7 1) Compressive Strength (ASTM C109) 8 a) 30 mins: >1,200 psi 9 b) I hour: >2,500 psi 10 c) 1 day: >3,500 psi 11 2) Bond Strength (ASTM C882) 12 a) 28 Day: >3,000 psi 13 3) Shrinkage (ASTM C1090) 14 a) < 0.1 % 15 F. Treatment of Exposed Rebar 16 1. When encountered, exposed rebar shall be cleaned and then coated with a rust 17 inhibiting coating to chemically modify the existing rust and introduce an inhibitor 18 to reduce future rust formation. Approved rust inhibitor shall be Ospho as 19 manufactured by Skybryte or Corroseal Rust Converter as manufactured by Rodda 20 Paint. 21 3.4 INSTALLATION 22 A. Site Organization 23 1. Locate equipment used to perform the work away from buildings so as not to create 24 a noise impact. Conform to City of Fort Worth Code of Ordinances, Part II, 25 Section 23-8. 26 a. Provide silencers or other devises to reduce machine noise as needed to meet 27 requirements. 28 B. Schedule 29 1. Upon commencement of the actual lining, do not begin a segment of work that 30 cannot be completed before the end of the work day. 31 C. General 32 1. Perform coating after the storm drain line replacement/repairs, grade adjustments 33 and grouting are complete. 34 2. Perform application procedures per recommendations of the coating product 35 manufacturer, including environmental controls, product handling, mixing and 36 application. 37 D. Temperature 38 1. Only perform application if surface temperature is between 40 and 120 degrees F. 39 2. Make no application if freezing is expected to occur inside the storm drain within 40 24 hours after application. 41 E. Coating 42 1. Spray apply per manufacturer's recommendation at a minimum film thickness of 43 125 mils. 44 2. Apply any topcoat or additional coats within the product's recoat window. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 12 of 14 1 a. Additional surface preparation is required if the recoat window is exceeded. 2 3. The Manufacturer's recommended cure schedule must be followed at all times 3 unless advised otherwise by Manufacturer in writing. The Contractor must provide 4 evidence of such adherence via the Data Log. Typical epoxy liner cure time is a 5 minimum of 16 hours. 6 4. or be set hard to touch before reactivating flow. 7 F. Reinstatement of Laterals and Connecting Pipes 8 1. Using the records from the pre -construction inspections, the Contractor shall insure 9 that all laterals and other connecting pipes are properly reinstated and put back in 10 service. Any excessive Epoxy liner material at the connection shall be removed. 11 2. The Contractor shall insure that no infiltration is originating at the point of 12 connection. If it is, the Contractor shall seal the leak with chemical grout. 13 3. The laterals and pipe connections shall then be completed by hand, applying the 14 liner to the outer surface of the connection to the pipe and smoothly tapering it into 15 the lateral or connecting pipe. No rough edges or abrupt transitions that could catch 16 debris or hinder the flow shall remain. 17 C. Termination and Sealing at Manholes, Junctions, Bends, Inlets, Outlets, Shafts, and 18 Other Structures 19 1. Termination of the Epoxy liner at the end of a pipe or manhole shall be completed 20 by hand applying the liner to the outer surface of the pipe or into the interior of the 21 manhole. 22 2. Unless specifically directed otherwise in the project plans/specification, all 23 starter/intermediate/terminal manholes/junctions/bends/other structures which are 24 directly impacted by pipe rehabilitation activities will also be Epoxy lined as 25 directed in the project plans/specifications. 26 H. End of Shift Equipment Clean-up Procedures 27 1. All equipment used during the days/shifts operations shall be properly cleaned and 28 stored. 29 2. All hoses, fittings, pumps, mixers, spray head equipment, retraction equipment will 30 be cleaned both inside and out. 31 3. All mixed Epoxy materials shall be captured and disposed of properly. 32 3.5 REPAIR I RESTORATION [NOT USED] 33 3.6 RE -INSTALLATION [NOT USED] 34 3.7 FIELD [oR] SITE QUALITY CONTROL 35 A. Field Tests and Inspections 36 1. Each storm drain pipe will be visually inspected by the City the same day following 37 the application. 38 2. The inspector will check for deficiencies, pinholes and thin spots. 39 3. If leaks are detected they will be chipped back, plugged and coated immediately 40 with protective epoxy resin coating. 41 a. Make repair 24 hours after leak detection. 42 B. Quality control, Sampling, and Testing CITY OF FORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 13 of 14 I I. During application, Applicator shall regularly perform and record Epoxy lining 2 thickness readings with a method approved by manufacturer. Applicator shall 3 submit all documentation on thickness readings to Inspector on a daily basis when 4 lining application occurs. 5 C. Daily Activity Log 6 1. Horizontal Infrastructure 7 a. A Daily Activity Log will be filled out completely anytime a work crew is on 8 site. This log includes listing the personnel present at the site, when they 9 arrived and when they left the site. All materials must be inspected upon receipt 10 and properly documented as to the amount of material and the identification of 11 the material by batch numbers. Dates and times along with the shipping 12 company delivering the material should be recorded for possible future 13 reference. 14 b. Important spray data includes the times material was applied and under which 15 atmospheric conditions. The ambient air temperature, the dry powder 16 temperature, the mixing water temperature, and the temperature inside the 17 infrastructure are all recorded on the daily activity report. 18 c. The operating conditions are also recorded. These measurements include the 19 water addition rate taken at the meter tube, the retrieval speed of the retraction 20 system and the pump motor speed recorded at the pump. 21 d. Any special conditions are to be noted in the daily log. 22 D. Equipment Calibration Reports 23 1. A Daily Activity Log will be filled out completely anytime a work crew is on site. 24 This log includes listing the personnel present at the site, when they arrived and 25 when they left the site. 26 2. Surface preparations made. 27 3. Repair materials used. 28 4. Any special conditions are to be noted in the daily log. 29 E. Post -Construction Closed Circuit Television (CCTV) Inspection 30 1. Conduct a Post -Construction CCTV Inspection in accordance with Section 33 01 31 31. 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 311 CLOSEOUT ACTIVITIES 36 A. Upon final completion of the work, the manufacturer will provide a written certification 37 of proper application to the City. 38 B. The certification will confirm that the deficient areas were repaired in accordance with 39 the procedure set forth in this Specification. CITY OF FORT WORTll 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 26 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 14 of 14 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] �>;I IZ113L.y 7L�JI_Y_CIJ►1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-I CEMENTITIOUS LINING OF STORM DRAINS Page 1 of 15 1 SECTION 33 3127 2 CEMENTITIOUS LINING OF STORM DRAINS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing storm drains by installation of a cementitious 7 lining system. 8 B. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 10 Contract 11 2. Division 1— GeneraI Requirements 12 3. Section 33 01 30 — Sewer and Manhole Testing 13 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 14 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 1.5 6. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 16 C. For the above referenced specifications: 17 1. Any related specifications that contain "sewer" or "sanitary sewer" apply to storm 18 drains. 19 2. Any item that is not a pay item will be considered subsidiary. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1, Pipe Rehabilitation by cementitious lining a. Measurement 1) Measured horizontally along the surface from center line to center line of the manhole, or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Storm Drain Pipe, Cementitious Lining" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing liner material as specified by the Drawings 2) Cleaning, up to 3 passes of one cleaning method 3) Pre -CCTV Inspection 4) Surface preparation 5) Hauling 6) Bypass Pumping for pipes smaller than 18-inches 7) Infiltration control, except for chemical grouting materials used 8) Treatment of exposed rebar, except for rust inhibiting coating used 9) Spill prevention plan CITY OF FORT WORTH 2OI9 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 33 31 27 - 2 CEMENTITIOUS LINING OF STORM DRAINS Page 2 of 15 10) Fuel 11) Potable water 12) Dust/erosion control 13) Field quality control 14) Material testing 15) Disposal of excess material 16) Site resotration 17) Clean-up 18) Cleaning 19) Post -CCTV inspection 2. Testing Point Repair a. Measurement 1) Measurement for this Item shall be by the linear foot measured horizontally along the surface following the pipe centerline for the length identified during the Pre -CCTV inspection and directed by the City. 2) Measurement for installation of Cementitious Liner on Vertical Infrastructure shall be measured per vertical foot per size (diameter or Height x Width) for payment. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Storm Drain Pipe, Point Repair" installed for: a) Various sizes 2) Any item not specified elsewhere shall be considered incidental to the work. Contractor shall include all incidental costs in the Unit Price. c. The price bid shall include: 1) Furnishing and installing liner material as specified by the Drawings 2) Cleaning, lip to 3 passes of one cleaning method 3) Pre -CCTV Inspection 4) Surface preparation 5) Hauling 6) Bypass Pumping for pipes smaller than 18-inches 7) Infiltration control, except for chemical grouting materials used 8) Treatment of exposed rebar, except for rust inhibiting coating used 9) Spill prevention plan 10) Fuel 11) Potable water 12) Dust/erosion control 13) Field quality control 14) Material testing 15) Disposal of excess material 16) Site restoration 17) Clean-up 18) Cleaning 19) Post -CCTV inspection 20) Testing 3. Infiltration Control a. Measurement 1) Mild to Moderate — Fast Setting Materials shall be measured on a per pound basis. CITY OF FORT WORTIi 2019 Storm Drain Rehabilitation Unit Price Constriction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-3 CEMENTITIOUS LINING OF STORM DRAINS Page 3 of 15 1 2) Heavy - Chemical Grouting Materials shall be measured on a per gallon or 2 pound basis. 3 b. Payment 4 1) Mild to Moderate — Payment for Fast Setting Materials shall be paid on a 5 per pound basis in accordance with the Unit Prices contained in the 6 Proposal. 7 2) Heavy - Payment for Chemical Grout Injection shall be paid on a per 8 gallon/pound basis in accordance with the Unit Prices contained in the 9 Proposal. 10 4. Invert Repair and Patching 11 a. Measurement 12 1) Invert Repair materials shall be measured on a per cubic yard basis. 13 b. Payment 14 1) Payment for Invert Repair shall be paid on a per cubic yard basis in 15 accordance with the Unit Prices contained in the Proposal. 16 5. Treatment of Exposed Rebar 17 a. Measurement 18 Rust Inhibiting Coating shall be measured on a per gallon basis. 19 b. Payment 20 Payment for Rust Inhibiting Coating shall be paid on a per gallon basis in 21 accordance with the Unit Prices contained in the Proposal. 22 6. Lateral and Connecting Pipe Reinstatement 23 a. Measurement 24 1) Lateral and Connecting Pipe reinstatements shall be measured on a per each 25 per size of lateral or connecting pipe basis. 26 b. Payment 27 1) Payment for reinstatement of laterals and connecting pipes shall be paid on 28 a per each basis per lateral or connecting pipe size in accordance with the 29 Unit Prices contained in the Proposal. 30 2) Payment shall include reinstatement of the laterals and connecting pipes to 31 the pipe that received the Cementitious liner, pre -construction inspection 32 and surface preparation of the laterals and connecting pipes at the 33 connection point, light cleaning, infiltration control (except the gAllons of 34 chemical grout used), spill prevention plan, fuel, potable water, safety, 35 traffic control, dust/erosion control, field quality control, material testing, 36 site restoration, installation of any additional Cementitious liner material for 37 the reinstatement, and all other associated work specified and/or required to 38 provide a completed installation. 39 3) Any item not specified elsewhere shall be considered incidental to the work. 40 Contractor shall include all incidental costs in the Unit Price. 41 4) 42 1.3 REFERENCES 43 A. Abbreviations and Acronyms 44 1. CCTV — Closed Circuit Television 45 B. Definitions 46 1. Cementitious Lining CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 3331 27 - 4 CEMENTITIOUS LINING OF STORM DRAINS Page 4 of 15 1 a. Rehabilitation of existing storm drain pipe by applying a cementitious liner to 2 the interior of the existing pipe to form a new pipe interior with structural 3 integrity- 4 b. This is accomplished, by using an approved structural, monolithic spray- s application of a cementitious liner system.. 6 C. Reference Standards 7 1. Unless revised herein, the Contractor shall follow the latest revision of the practices 8 and standards of the following American Society for Testing and Materials (ASTM) 9 and American Concrete Institute (ACI) Standards, which are made part of this 10 specification: 11 2. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 D. American Society for Testing and Materials (ASTM): 15 1. ASTM C 31 - Standard Practice for Making and Curing Concrete Test Specimens 16 in the Field 17 2. ASTM C 39 / C 109 — Compressive Strength Hydraulic Cement Mortars 18 3. ASTM C 78 I C 293 I C 348 — Flexural Strength of Concrete 19 4. ASTM C 138 / C 642 — Standard Test Method for Density 20 5. ASTM C 267 — Chemical Resistance of Mortars, Grouts, and Monolithic 21 Surfacing's and Polymer Concretes 22 6. ASTM C 469 — Static Modulus of Elasticity & Poisson's Ratio of Concrete 23 Compression 24 7. ASTM C 496 — Splitting Tensile Strength of Cylindrical Concrete Specimens 25 8. ASTM C 666 — Freeze Thaw Durability 26 9. ASTM C 321 I C 882 — Bond Strength of Epoxy -Resin Systems Used with 27 Concrete by Slant Shear 28 10. ASTM C 1090 -- Shrinkage Test 29 11. ASTM C 1138 - Standard Test Method for Abrasion Resistance of Concrete 30 (Underwater Method) 31 12. ASTM C 1140-03A — Preparing and Testing Specimens from Shotcrete Test Panels 32 13. ASTM C 1202 —Electrical Indication of Concrete's Ability to Resist Chloride Ion 33 Penetration 34 14. ASTM F 2414 — Practice for Sealing Sewer Manhole Using Chemical Grouting 35 E. American Concrete Institute (ACI): 36 1. ACI Certified Concrete Field Testing Technician, Level 1 37 2. City of Fort Worth Code of Ordinances 38 3. Part 11, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 39 1.4 ADMINISTRATIVE REQUIREMENTS 40 A. Coordination 41 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the 42 Drawings, CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-5 CEMENTITIOUS LINING OF STORM DRAINS Page 5 of 15 1 2. Provide advanced notice prior to commencing actual lining activities as described 2 in the Drawings in order to allow the City to provide appropriate advanced notice to 3 affected residents. 4 B. Sequencing 5 1. Provide a bypass pumping plan detailing collection and discharge locations and 6 method of bypass pumping prior to the start of construction. 7 2. Provide a phasing plan with the sequence of construction prior to the start of 8 construction. 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 0133 00. 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS 13 A. Product Data 14 1. Include manufacturer's technical data showing complete information on material 15 composition and physical properties. 16 B. Shop Drawings 17 1. Include dimensions of new pipe and fittings. 18 C. Certificates 19 1. Provide a certificate of compliance with this Specification, upon request, by the 20 manufacturer for all material furnished under this Specification. 21 a. The Contractor will be responsible for all damage caused by and the 22 replacement of failed, unspecified or unapproved materials. 23 D. Manufacturers' Instructions 24 1. Include manufacturer's recommendation for handling, storage and repair of pipe and 25 fittings if damaged. 26 E. Special Procedure Submittals 27 1. Provide a bypass pumping plan in accordance with Section 33 03 10, 28 2. Provide a phasing plan with the sequence of construction prior to the start of 29 construction. 30 1.7 CLOSEOUT SUBMITTALS 31 A. Record Documentation 32 1. Provide Post -Construction Closed Circuit Television inspection reports in 33 accordance with Section 33 01 31. 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. Qualifications 37 1. The Contractor shall be certified by the particular Cementitious Lining system 38 manufacturer that such firm is a licensed installer of their system. No other 39 Cementitious Lining system other than those listed in these Specifications is 40 acceptable. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1,20t9 333127-6 CEMENTITIOUS LINING OF STORM DRAINS Page 6 of 15 1 B. Pre -construction and Post -construction Testing 2 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) 3 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 4 33 01 31. 5 1.10 DELIVERY, STORAGE, AND HANDLING 6 A. Delivery: Deliver materials in original containers with seals unbroken and labels intact 7 and free of moisture. Do not use materials that have been exposed to moisture or if 8 there is visible damage to the packaging. 9 B. Receipt Process: All materials must be inspected upon receipt and properly documented 10 as to the amount of material and the identification of the material by batch numbers. 11 Dates and times along with the shipping company delivering the material should be 12 recorded for possible future reference. See Daily Activity Log, Paragraph 3.7 of this 13 Section. 14 C. Storage: Contractor shall designate a specific space at the project site for storing and 15 mixing materials. Protect this space and repair all damage resulting from use. Do not 16 store kerosene nor gasoline in this space. Remove oily rags at the end of each day's 17 work. Products are to be kept dry, protected from weather and stored under cover 18 within the temperature ranges recommended by the manufacturer. Products are to be 19 stored and handled according to their MSDSs or appropriate classification. Damaged or 20 unsuitable products shall be promptly removed from the job site and shall be replaced 21 with suitable materials. 22 111 FIELD [SITE] CONDITIONS 23 A. Environmental Requirements: Applicator shall conform with all local, state and federal 24 regulations including those set forth by OSHA and the EPA and any other applicable 25 authorities. Confined space entry requirements shall be followed. 26 B. Maintain the temperature inside the host infrastructure at not less than 1.00' C (34' F) 27 and no more than 38.00' C (100' F), or as otherwise directed by manufacturer, during 28 application and finishing. 29 C. Provide continuous ventilation and if necessary, cooling and heating facilities to 30 maintain surface and ambient temperatures before, during, and following application of 31 finishes, within temperature range and for duration as directed by manufacturer. 32 D. Protection: Provide sufficient shielding to fully protect adjacent finished work, 33 1.12 WARRANTY 34 A. Manufacturer Warranty 35 1. Manufacturer's Warranty shall be in accordance with Division 1. 36 B. Performance Warranty 37 1. Every contractor is required to meet a standard, 2-year performance warranty for 38 work done for the City. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Constriction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-7 CEMENTITIOUS LINING OF STORM DRAINS Page 7 of 15 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED loR] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 4 A. Manufacturers 5 1. QM -Is and Excel (or equal) pre -blended cement based synthetic granite (Donnafill) 6 enhanced polypropylene fiber reinforced coatings as manufactured by Quadex, 7 LLC. 8 2. Other cementitious liner manufacturers as currently listed on the City of Fort Worth 9 Water Department Standard Products List. 10 3. When more than one product is used in composite with other(s), all materials shall 11 be supplied by the same manufacturer. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 B. Materials 1. Cementitious Liner — Quadex 2. Infiltration Control (Mild to Moderate) - Quad -Plug 3. Infiltration Control (Heavy) — Chemical Grout as approved by Cementitious Manufacturer 4. Invert Repair and Patching (Fast Return to Service) — Hyperform 5. Invert Repair and Patching (Bypassed or No Flow) — Quad -Flow 6. Treatment of Exposed Rebar — Ospho or Corroseal Rust Converter C. Infiltration Control 1. Heavy Infiltration a. Injection grouting material shall be used to address heavy infiltration following manufacturer's instructions. Apply injection grouting material as approved by the Cementitious manufacture. b. Heavy infiltration means infiltration that meets the definition of a "runner" or "gusher", as defined by NASSCO's Pipeline Assessment Certification Program. 1) Runner -water running into the storm drain through a faulty joint or pipe wall. A continuous flow will be visible. 2) Gusher - water entering the pipe "under pressure" through a defect or faulty joint. 2. Mild to Moderate Infiltration a. All fast setting materials furnished shall be designed to be applied in dry powder form, with no prior mixing of water, directly to active leaks under hydrostatic pressure in pipes, manholes or related structures. Materials shall consist of rapid setting cements, siliceous aggregates, and various accelerating agents. Material shall not contain chlorides, gypsum, or metallic particles. Approved infiltration control material shall be Quadex Quad- Plug as manufactured by Quadex. b. Physical Properties of approved material shall exhibit the following minimum physical properties: 1) Set Time a) 30 seconds CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-8 CEMENTITIOUS LINING OF STORM DRAINS Page 8 of 15 2.3 INVERT REPAIR AND PATCHING 2 A. All material furnished shall be designed to fill large voids in pipe, manholes and 3 structure walls and to repair or reconstruct inverts where no hydrostatic pressure exists. 4 B. For infrastructure with heavily deteriorated inverts and which is rehabilitated under no 5 flow or bypass conditions, where flow will not be returned until at least 12 hours after 6 Cementitious liner application, Quad- Flow flowable fill with a minimum of 5,000 psi 7 may be used. 8 C. For infrastructure which must be returned to service quickly, material shall consist of 9 rapid setting cements, NSG aggregates, and various accelerating agents. Material shall 10 not contain chlorides, gypsum, or metallic particles. Approved invert repair and patching 11 material shall be Quadex Hyperform as manufactured by Quadex. 12 1. Physical Properties of approved quick -setting material shall exhibit the following 13 minimum physical properties: 14 a. Compressive Strength (ASTM C109) 15 1) 30 mins: >1,200 psi 16 2) 1 hour: >2,500 psi 17 3) 1 day: >3,500 psi 18 b. Bond Strength (ASTM C882) 19 1) 28 Day: >3,000 psi 20 c. Shrinkage (ASTM C1090) 21 1) < 0.1% 22 2.4 TREATMENT OF EXPOSED REBAR 23 A. When encountered, exposed rebar shall be cleaned and then coated with a rust 24 inhibiting coating to chemically modify the existing rust and introduce an inhibitor to 25 reduce future rust formation. Approved rust inhibitor shall be Ospho as manufactured 26 by Skybryte or Corroseal Rust Converter as manufactured by Rodda Paint. 27 2.5 CEMENTITIOUS LINER APPLICATION EQUIPMENT 28 A. Horizontal Infrastructure 29 1. Manufacturer approved equipment shall be used in the application of the specified 30 Cementitious lining. Such equipment may also be used on Vertical Infrastructure at 31 the instaIler's discretion. 32 B. Vertical Infrastructure 33 1. Manufacturer approved equipment shall be used in the application of the specified 34 Cementitious lining. 35 2.6 EQUIPMENT MAINTENANCE 36 A. All equipment shall be in clean and good working conditions. 37 B. Maintenance and service shall be performed on the equipment to manufacturers' 38 standards. 39 C. Spare parts or extra equipment should be kept on site to ensure rapid redeployment in 40 . the event of equipment failure. CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-9 CEMENTITIOUS LINING OF STORM DRAINS Page 9 of 15 1 PART 3 - EXECUTION 2 3.1 INSTALLERS 3 A. Cementitious liner must be applied by a Certified Applicator of the Cementitious lining 4 manufacturer, as discussed further in Paragraph. 1.9 of this Section, and according to 5 manufacturer specifications. 6 3.2 EXAMINATION 7 A. Verification of Conditions 8 1. Provide Pre -construction Closed Circuit Television (CCTV) Inspection of the 9 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 10 a. Inspection of the pipelines shall be performed by experienced personnel trained 11 in locating breaks, obstacles and lateral connections by Closed Circuit Color 12 Television. 13 B. Evaluation and Assessment 14 1. Identify, by location, the presence of line obstructions in the existing storm drain 15 (granular deposits, dropped joints, protruding Iateral connections, or collapsed pipe) 16 which will prevent completion of the pipe bursting/crusbing process, and which 17 cannot be removed by conventional storm drain cleaning equipment. 18 2. Identify, by location, the presence of sags in the storm drain line(s) by the following 19 procedure: 20 a. Perform CCTV inspection. 21 b. Provide CCTV inspection results to the City. 22 c. The City Inspector will review the Pre -CCTV tapes to determine if any 23 excessive sags exist and will inform the Contractor which segments of pipe are 24 to be replaced by point repair. 25 3. Applicator shall verify that surfaces and substrate conditions are ready to receive 26 work as instructed by the product manufacturer. 27 4. Applicator shall examine surfaces scheduled to be finished prior to commencement 28 of work. Report to Owner any condition that may potentially affect proper 29 application. 30 5. Appropriate actions shall be taken to comply with regulatory and other applicable 31 agencies with regard to environment, health and safety. 32 3.3 PREPARATION 33 A. Format and Preparation of Data Log and Startup Checklist: 34 1. Data Log and Startup Checklist for all works shall be on -site prior to 35 commencement of the works. These sheets shall be used to ensure that the works 36 are carried out and audited at multi -level according to standard steps and 37 procedures. These sheets will be maintained on -site and available for viewing but 38 will not be submitted. Information found on these logs will be used in the 39 preparation of Daily Logs. 40 2. A Data Log shall be prepared for each shift/application at each location. Data Log 41 shall contain the following information at minimum: 42 a. Job Name and Location; 43 b. Upstream, downstream and all intermediate manhole/access chambers 44 reference numbers; CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-10 CEMENTITIOUS LINING OF STORM DRAINS Page 10 of 15 1 c. Material(s) used in the application (by batch number) and the precise location 2 of applied lining applications within the infrastructure system; 3 d. Record of time/date of delivery of materials to application point (to include 4 batch number and shipping company delivering the material); 5 e. Time of commencement and completion of application; 6 f. Application Method (hand trowel, hand sprayed or spin cast); 7 g. Hose Length, Product Temperature Wet/Dry, Water Temperature, Water 8 Addition Rate, Pressure, Condition of Surface to be Rehabbed, 9 Manhole/Structure/Pipeline Temp. and Prevailing Atmospheric Conditions; 10 h. Motor Speed and Retrieval Speed. 11 B. Bypassing 12 1. Bypass pump of active flow or standing water in accordance with Section 33 03 10. 13 C. Line Obstructions 14 1. If identified in the CCTV inspection, remove line obstruction. 15 2. Removal of obstruction is considered subsidiary to CCTV inspection. 16 D. Surface Preparation and Light Cleaning 17 1. Excessive debris, sediment, root intrusion or other foreign materials which may 18 impact the effectiveness of the surface preparation process shall be removed prior to 19 the commencement thereof. 20 2. Offset structural components, lids, covers, frames, etc. shall be reported to the 21 Owner / Consulting Engineer so that direction related to further possible action may 22 be discussed prior to the commencement of surface preparation. 23 3. External soil/fill voids shall be remediated and/or stabilized by replacement or 24 injection of ,stabilizing grout, flowable fill, or Quad -Flow as determined appropriate 25 by the engineer. 26 4. Oils, grease, incompatible existing coatings, waxes, form release, curing 27 compounds, efflorescence, sealers, salts, or other contaminants which may affect 28 the performance and adhesion of the coating to the substrate shall be addressed per 29 manufacturers' recommendations. 30 5. Choice of surface preparation method(s) should be based upon the condition of the 31 structure and concrete or masonry surface, potential contaminants present, access to 32 perform work, and the required cleanliness and profile of the prepared surface to 33 receive the repair and/or lining.product. 34 6. Surface preparation method, or combination of methods, that may be used include 35 high-pressure water cleaning (minimum 3,500 psi), water jetting, abrasive blasting, 36 abrasive blasting, grinding or scarifying. When grease or oil are present within the 37 host infrastructure, steam, heated water (up to 200°F) or an approved detergent may 38 be added to the water may be used integrally with the high pressure water cleaning 39 and other methods as referenced in industry accepted standards such as: 40 a. ASTM-F-2551 Standard Practice for Installing a Protective Cementitious Liner 41 System in Sanitary Sewer Manholes. 42 7. Loose debris materials resulting from the cleaning of the structure shall be removed 43 prior to application of the Cementitious lining material. 44 8. Loose or defective brick, concrete, grout, ledges, and steps shall be removed to 45 provide an even surface prior to application of Cementitious lining material. CITY Of, TORT WORTH 2019 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-II CEMENTITIOUS LINING OF STORM DRAINS Page 11 of tS 1 9. Exposed rebar shall be pressure washed to remove any extraneous materials, such 2 as dirt, oil, grease, debris and loose rust scale. Rebar is then coated with rust 3 inhibiting coating and allowed to dry overnight. Cementitious lining using the 4 selected application method can then begin, lining to the required application 5 thickness. 6 E. Sealing Active Leaks 7 1. The work consists of hand applying a dry quick -setting cementitious mix or, for 8 heavy leaks, chemical grout designed to instantly stop running water or seepage in 9 all types of concrete, metal and masonry pipes, manholes and structures. The 10 applicator shall apply an approved quick -setting mortar or chemical grout in 11 accordance with manufacturer's recommendations and the following requirements. 12 a. The area to be repaired must be clean and free of debris to the extent the repair 13 material will bond to the surface of the affected area. 14 b. For quick -setting mortar, with gloved hand, place a generous amount of the dry 15 quick -setting cementitious material to the active leak, with a smooth fast motion, 16 maintaining external pressure for 30 seconds, repeat until leak is stopped. 17 c. Proper application should not require any special mixing of product or special 18 curing requirements after application. 19 2. Materials, additives, mixture ratios, and procedures utilized for the grouting process 20 shall be in accordance with manufacturer's recommendations and shall be 21 appropriate for the application. 22 F. Invert Repair and Patching 23 1. The work consists of mixing and applying flowable fill or a rapid setting, high early 24 strength, non -shrink patching material to fill all large voids and repair inverts prior 25 to spray lining of the structure in accordance with Paragraphs 2.2 of this Section. 26 For pipe or manhole invert repairs, flow must be temporarily restricted prior to 27 cleaning. 28 a. The area to be repaired must be capable of receiving the appropriate repair 29 material. 30 b. Mix water shall be clean potable water and require no additives or admixtures 31 for use with cementitious patching materials. 32 c. Flowable fill shall be mixed on -site or delivered to the: site ready for use. 33 Patching material shall be mixed in a mortar tub or 5-gallon pail with water per 34 manufacturer's specifications. Material should be mixed in small quantities, to 35 avoid setting prior to placement in voids or inverts. 36 d. Once mixed to proper consistency, the materials shall be applied to the invert or 37 void areas by pump, hand or trowel. 1n invert applications, care should be taken 38 to not apply excessive material in the channel, which could restrict flow. Once 39 applied, materials should be smoothed either by hand or trowel in order to 40 facilitate flow. 41 e. Flows in inverts patched with patching material can be reestablished within 30 42 minutes of material placement. Flows with inverts patched with flowable fill or 43 Quad -Flow are typically not reestablished until rehabilitation of the host 44 infrastructure with Cementitious liner has been completed. 45 3.4 INSTALLATION 46 A. Site Organization CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-12 CEMENTITIOUS LINING OF STORM DRAINS Page 12 of 15 1 1. Locate equipment used to perform the work away from buildings so as not to create 2 a noise impact. Conform to City of Fort Worth Code of Ordinances, Part II, 3 Section 23-8. 4 a. Provide silencers or other devises to reduce machine noise as needed to meet 5 requirements. 6 B. Schedule 7 1. Upon commencement of the actual lining, do not begin a segment of work that 8 cannot be completed before the end of the work day. 9 C. Application of Cementitious Living Material 10 1. The necessary equipment and application methods to apply the liner materials shall 11 be only as approved by the material manufacturer. Material shall be mixed in 12 accordance with manufacturer's specifications to proper consistency. 13 2. Hand Troweled Application 14 a. In locations where equipment access is limited, or work scope is such that 15 mobilization of equipment is not justifiable, material may be hand troweled into 16 place. 17 b. Proper mixing should be achieved with a portable mixing unit of sufficient 18 strength to thoroughly mix product to manufacturers recommended consistency. 19 c. Application of material by troweling shall be performed by starting at the 20 bottom of the structure and progressing up the wall. 21 d. Material shall be applied to a specified uniform minimum thickness no less than 22 1 inch, unless otherwise instructed by manufacturer. Material shall be applied to 23 the bench area in such a manner as to provide for proper drainage without 24 ponding and accounting for anticipated abrasion. 25 e. Troweling of materials shall begin immediately following the mixing of the 26 product. Initial troweling shall be in a motion, to compress the material into any 27 voids within the structure walls. Precautions should be taken not to over trowel. 28 f. Once troweling has been completed the applied liner shall be brushed to remove 29 trowel marks and to break up the latent surface brought about by troweling. 30 Brushing should be in the horizontal plane and as with troweling do not over 31 work the lining material. 32 3. Curing of the Cementitious Lining Material 33 a. The Manufacturer's recommended cure schedule must be followed at all times 34 unless advised otherwise by Manufacturer in writing. The Contractor must 35 provide evidence of such adherence via the Data Log. 36 4. Reinstatement of Laterals and Connecting Pipes 37 a. Using the records from the pre -construction inspections, the Contractor shall 38 insure that all laterals and other connecting pipes are properly reinstated and put 39 back in service. Any excessive Cementitious liner material at the connection 40 shall be removed. 41 b. The Contractor shall insure that no infiltration is originating at the point of 42 connection. If it is, the Contractor shall seal the leak with chemical grout. 43 c. The IateraIs and pipe connections shall then be completed by hand, applying the 44 liner to the outer surface of the connection to the pipe and smoothly tapering it 45 into the lateral or connecting pipe. No rough edges or abrupt transitions that 46 could catch debris or hinder the flow shall remain. 47 5. Termination and Sealing at Manholes, Junctions, Bends, Outlets, Shafts and other 48 Structures CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 33 31 27 - 13 CEMENTITIOUS LINING OF STORM DRAINS Page 13 of 15 1 a. Termination of the Cementitious liner at the end of a pipe or manhole shall be 2 completed by hand applying the liner to the outer surface of the pipe or into the 3 interior of the manhole. 4 b. 5 6. End of Shift Equipment Clean Up Procedures 6 a. All equipment used during the days/shifts operations shall be properly cleaned 7 and stored. 8 b. All hoses, fittings, pumps, mixers, spray head equipment, retraction equipment 9 will be cleaned both inside and out. 10 c. All mixed Cementitious materials shall be captured and disposed of properly. 11 12 3.5 REPAIR/ RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL I5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 A. Field Tests and Inspections a. Quality Control, Sampling and Testing 1) During application, Applicator shall regularly perform and record Cementitious lining thickness readings with a method approved by manufacturer. Applicator shall submit all documentation on thickness readings to Inspector on a daily basis when lining application occurs. 2) Sample and make five test cylinders per ASTM C 31 and analyze with ASTM C 39, or as specified by contract document, for testing compressive strength from each day's work (for Vertical Infrastructure) or every 32,000 lbs. of material (for Horizontal Infrastructure). Label the cylinders with the date, location, project, and product batch numbers. The product batch numbers are located on each cementitious material bag. Send the cylinders to a third -party laboratory or the manufacturer for verification. Test in accordance with ASTM C 39, or as specified in contract documents. Test the Cementitious material for compressive strength at 7 days (I cylinder) and 28 days (3 cylinders) and leave 1 cylinder for retainage. a) Performance and Material Testing— Vertical Infrastructure (Manholes, Boxes, Structures, etc.) (1) Performance testing as directed in ASTM F 2551. (2) Submit the following information to the engineer: Product data, including manufacturer and brand name along with laboratory test results to verify 28-day compressive strength in accordance with ASTM C 39 or ASTM C 109. The samples must be undisturbed fora period of at least 24 hours before they can be transported. The project superintendent will require that samples of applied material be taken representative of each day's work of material used. Samples shall be obtained from the pump, hose or nozzle, identified, and sent to an independent test laboratory to verify 28- day compression strength testing as described in ASTM C 39 or ASTM C 109 and shall have a minimum average of the strength set forth in Section 2.04, Table 2. b) Performance and Material Testing — Horizontal Infrastructure (Pipes, Culverts, Tunnels, etc.) CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-14 CEMENTITIOUS LINING OF STORM DRAINS Page 14 of 15 1 (1) Submit the following information to the engineer: Product data, 2 including manufacturer and brand name along with laboratory test 3 results to verify 28-day compressive strength in accordance with 4 ASTM C 31 or ASTM C 39. The project superintendent will require 5 that samples of the applied material will be taken first and last day 6 of application and every 32,000 lbs. of material. The samples may 7 be taken from the pump immediately before discharge into the hose 8 or at the spin caster, if feasible. A minimum of five samples will be 9 obtained as required by ASTM C 31 and analyzed by ASTM C 39 10 or C 109. The samples must be undisturbed for a period of at least 11 24 hours before they can be transported. The material thickness may 12 be determined by using (4) depth gauges during the spraying 13 process. Permanent depth gauges may either be attached to the host 14 infrastructure prior to (6) Cementitious liner application or a 15 handheld depth gauge may be (8) used by the installer during 16 installation. The depth measurements should be made in at least 17 three locations within the infrastructure being Iined as well as near 18 both ends and the middle of the infrastructure. These measurements 19 must be written down in a log book which will be submitted to the 20 client at the end of the project, alongwith digital photos of the 21 completed lining. 22 b. Daily Activity Log 23 1) Horizontal Infrastructure 24 a) A Daily Activity Log will be filled out completely anytime a work 25 crew is on site. This log includes listing the personnel present at the 26 site, when they arrived and when they left the site. All materials must 27 be inspected upon receipt and properly documented as to the amount of 28 material and the identification of the material by batch numbers. Dates 29 and times along with the shipping company delivering the material 30 should be recorded for possible future reference. 31 b) Important spray data includes the times material was applied and under 32 which atmospheric conditions. The ambient air temperature, the dry 33 powder temperature, the mixing water temperature, and the 34 temperature inside the infrastructure are all recorded on the daily 35 activity report. 36 c) The operating conditions are also recorded. These measurements 37 include the water addition rate taken at the meter tube, the retrieval 38 speed of the refraction system and the pump motor speed recorded at 39 the pump. 40 d) Any special conditions are to be noted in the daily log. 41 2) Vertical Infrastructure 42 a) A Daily Activity Log will be filled out completely anytime a work 43 crew is on site. This log includes listing the personnel present at the site, 44 when they arrived and when they left the site. 45 b) Surface preparations made. 46 c) Repair materials used. 47 d) Any special conditions are to be noted in the daily log. 48 c. Equipment Calibration Reports 49 l) Equipment calibration reports are to be maintained at all times for 50 inspection by the Owner/ Engineer, CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 1, 2019 333127-15 CEMENTITIOUS LINING OF STORM DRAINS Page I5 of IS 1 d. Post -Construction Closed Circuit Television (CCTV) Inspection 2 1) Conduct a Post -Construction CCTV Inspection in accordance with Section 3 33 0131 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 12 END OF SECTION CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract NON-STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I, 2019 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH 2019 storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GC-4o01 Availability ®f Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 I'-LffC®4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July t, 2011 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 �C®4m®6 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTII 2019 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 (-"C-6a06o1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY LILY BLANK CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 7/29/2019 B2Gnow CITY Y OF FORT WORTH �p� CONTRACT COMPLIANCE MEMORANDUM THIS FORM MUST BE ATTACHED TO THE ROUTING "M & C"" BEFORE LAW DEPARTMENT AND CITY MANAGER APPROVAL To: Department Project Manager From: Office of Business Diversity Date: July 29, 2019 In the Amount of: $1,000,000.00 102094 DOEIProject No. Project/Bid: Storm Water Rehabilitation Construction Services (On -Call Services) Task Order Contract 1. Compliance with the City's Business Diversity Enterprise (B®E) Ordinance has been achieved by the following method: Vortex Infrastructure Holdings is in compliance with the City's BDE Ordinance by committing to 6% MBE participation on this project. The City's MBE goal on this project is 10%. https:11fortworth.diversitycompliance.cornirrontPage/DiversityMain. asp?XID=8754 111 1`0RT WORT"i OFFEROR City of Fort Worth Office of Business Diversity I• "L Subcontractors/Suppliers. Utilization Form Vortex Services, LLC 2019 Storm ®rain Rehabilitation City's MBE Project Goal: 10 % 10 Project ATTACHMENT 1A Page 1 of 4 Offeror MNVIUt3t / NON-MNVIDEI July 11, 2019 102094 Idontify g1l subcontlractoirs/suppliery you will use on this project ure to complete this form, in its entirety with requested docurnQntaftm and received by the Purchasing lion no later than :00 p.m. on the second City business day after bid opening, exclusive of bid opening date, result In the bid being considerad non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this u#Ilizadon schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andfor knowing misrepresentation of facts is grounds for consideration of disqualific�n and will result in the bid being considered non -responsive to Wd specifications, MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker, and Wise counties. Prime contractors must idenft by tier level of all subcontractors(suppliers. Tier; means the level of subcontracting below the prime contractarfconsultant i.e. a direct payment from the #xime conlract7or to a su4contractor is considered 1 e tier. a payment try a subcontractor to its supplier Is considered 2 "d tier. The prime contractor is responsible to provkie proof of payment of all tiemed subcontractors identified as a MBE and counting those dollars towards meeting the contmet Comm Med goal. ALL MBEs MUST BE CVR T IFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bonafde minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC). If hauling services are utlllted, the Offeror wiil be given credit as long as the MBE listed owns and operates at lea$t one fully licensed and operational truck to be used an the contract. The MBE may lease trucks from another MSE flan, Including MBE owner -operated, and receive full IEEE credit, The MSE may lease trucks from non -MBEs, including owner -operated, bijt will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2113/19 1FORT WORTH ATTACHMENT IA Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., OUlriaarity and non-MEEz,. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTORISUPPLIER Company Name T Address i Telephone/Fax e Email Contact Person NCTRCA -- M W e e E E N ° " � l= Detail Subcontracting Work Detail Supplies Purchased Lining materials, Dollar Amount $2,090,000 Buku Contractors Supply, 2 LLC general 8575 County Road 128 Alvin, TX 77511 0 ❑ construction tools, safety Ricky Mai, 281-997-3330 equipment rmai@bukugroup.com Chief Solutions, Inc. 1 Sewer cleaning $137,000 11500 N Houston Rosslyn and inspections Houston, TX 77004 Chief Davis, 713-682-3231 ❑ gregd@chiefsolutionsinc.c om United Rentals 2 Rental $365,000 101 Old Underwood Rd, equipment: Bldg B La Porte, TX 77571 ❑ ❑ forklifts, compressors, `, Bill Miller, 281-917-1737 dumpsters wmiller3@ur.com ❑ ❑ Rev. 2/13/19 FORT WORTH ATTACHMENT 1A Page 3of4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -Wee . MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOWSUPPLIER Company Name Address TelephonelFax Email Contact Person T i e r NCTRCA ° " NY e F Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M S e W B e El ❑ ❑ El El ED Rev. 2/13/19 FoRTWORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of ItlISE Subcontractors/Suppliers Is g, 9o�% d C7 0 Total Dollar Amount of Non -MBE Subcontractors/Suppliers Is Sl O 5, D D O ITOTAL DOLLAR AMOUNT OF ALL SUSGONTRACTORS/SUPPLIERS Is a, C - `0r b I The Offerof will not make additions, deletions, or substitutions to this certified list wMout the prlor approval of the Office of Business Dfversity through the submittal of a Request for Approval of ChangelAddition form. Any unjustified change or deletion shall be a material breach of contract and may result In debarment in accord with the procedures oullkled in the ordinance. The Offeror small submit a detailed explanatlon of hoW the requested changeladdition or deletion will affect the committed MICE goal, If the detail explanation is not s0mitted, It will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. oriz ignature ice President Title Vortex Services, LLC Company Name 18150 Imperial Valley Drive Address Houston, TX 77060 City/State/Zip Office of Business Diversity Email: mwbeoffce@fortworthtexas.gov Phone: (817) 392 2674 Brent Feller Printed Signature Brent Feller, Vice President Contact Namefritle (if different) 281-924-1718 Telephone and/or Fax bkeller@vortexcompanies.com E-mail Address 07/10/2019 Date Rev. 2/13/19 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 wont End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 10.NC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GC-6®24 Nondiscri inati®ll THIS PAGE (LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2019 Storm Drain Rehahilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE CLEFT INTENTIONALLY BLANK CITY OF PORT WORTH 2O19 Storm Drain Rehabilitation Unit Price Construction Contract STANDARD CONSTRUCTION SPECtFiCATION DOCUMENTS Revised July 1, 2011