Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 51833
CrrY SE.CRUARY CCR4TMCT NO., —_•-._ FORTt ORTH PROJECT MANUAL FOR THE CONSTRUCTION OF MARINE CREEK INTERCEPTOR M-279A & M-365 IMPROVEMENTS —PHASE II PART I City Project No. 100274 Betsy Price David Cooke Mayor City Manager Chris Harder, P.E. Acting Water Director Prepared for The City of Fort Worth Water Department 201$ ����;'��•..,...�;���s*inti r*. '•i *; rH /� LFF .............................. " EAM.'HQDGE'r agol"1 ¢.................................... ago rl9 1035 2 :�Qr O N■ r1) '44CENs45?-.1 �. A tkttt 1 ZA��ti 4000 Fossil Creek Boulevard Fort Worth, TX 76137 nrc.S ED TBPE REG#312 FEB-7 2619 OF°111CI L RECORD Gl c� sa� FT, WORTH, TX FORT W 14 . Mw,M City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00- General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 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 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01-General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 013120 Project Meetings 01 3216 Construction Progress Schedule 01 3233 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 71 23.16.01 Attachment A_Survey Staking Standards 01 74 23 Cleaning 01 7719 Closeout Requirements CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 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 Division 31-Earthwork TxDOT Special Specification 4014—Interlocking Articulating Concrete Blocks Division 33- Utilities Polymer Concrete Manholes Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Specifications 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 03 34 13 Controlled Low Strength Material(CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 31-Earthwork 31 1000 Site Clearing 31 2500 Erosion and Sediment Control 31 37 00 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 32 1123 Flexible Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 324320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydra-Mulching, Seeding,and Sodding 32 93 43 Trees and Shrubs Division 33- Utilities CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE TI—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 3301 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television(CCTV)Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment,and Backfill 3305 13 Frame, Cover and Grade Rings -Composite 3305 17 Concrete Collars 33 05 21 Tunnel Liner Plate 33 05 23 Hand Tunneling 330524 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34-Transportation 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC4.02 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 GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH MARINE CREEL{INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 2,2016 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 1/1512019 - Ordinance No. 23525-01-2019 & Resolution No. 5029-01-2019 DATE: Tuesday, January 15, 2019 REFERENCE NO.: **C-28990 LOG NAME: 60MARINECREEKPIIPI-VENUS SUBJECT: Authorize Execution of a Contract with Venus Construction Company, Inc., in the Amount of$2,897,370.00 for Marine Creek Interceptor M-279A& M-365 Improvements, Phase II, Part 1, Provide for Project Costs, Materials Testing and Contingencies for a Total Amount of$3,375,830.00, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and Adopt Appropriation Ordinance (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt for the Marine Creek Interceptor M-279A & M-365 Improvements Phase II, Project; and 2. Adopt the attached Appropriation Ordinance increasing appropriations in the Marine Creek Interceptor M-279A & M-365 Improvements Phase II Project in Water and Sewer Commercial Paper Fund in the amount of$3,375,830.00; and 3. Authorize execution of a contract with Venus Construction Company, Inc., in the amount of $2,897,370.00 for Marine Creek Interceptor M-279A & M365 Improvements Phase If, Part 1 (City Project No. 100274). DISCUSSION: This Mayor and Council Communication provides for the construction of a 42-inch & 36-inch sewer main, extending from Ten Mile Bridge Road and proceeding northerly 5,190 feet. The project will provide additional wastewater capacity to the Marine Creek drainage basin. On April 18, 2017 (M&C C-28194), the City Council authorized an engineering agreement in the amount of $291,579.00 with Halff Associates, Inc., for design of Marine Creek Interceptor M-279A& M-365 Improvements, Phase fl. The agreement was subsequently revised by Amendment No. 1 in the amount of $133,294.00 authorized January 9, 2018 (M&C C-28528). The Agreement requires additional funding to cover costs associated with Amendment No. 2 in the amount of$70,000.00, that provides for inspection assistance on the project. Construction of the project was advertised for bid on August 9, 2018 and August 16, 2018 in the Fort Worth Star-Telegram. On September 6, 2018, the following bids were received: Bidder Amount Time of Completion Venus Construction Company, Inc. $2,897,370.OQ 270 Calendar http://apps.cfwnet.org/ecouncil/Printmc.asp?id�26610&print=true&DoeType=Print 1/25/2019 Days William J. Schultz, Inc., dba Circle C Construction $2,915,310.00 Company S.J. Louis Construction of Texas, Ltd. $3,047,961.50 Ark Contracting Services, LLC $3,137,505.00 Condie Construction Company, Inc. $3,600,216.00 Mountain Cascade of Texas, LLC 11$4,144,242.00 Thalle Construction Company $4,493,139.50 In addition to the contract amount, $333,591.00 is required for project management, material testing and city inspection and $144,869.00 is provided for project contingency. This project is anticipated to be included in a future revenue bond issue for the Water and Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. To the extent resources other than the Water and Sewer portfolio are used to provide interim financing, the Water and Sewer Fund will be charged interest that is equivalent to the overall rate of return being earned by the City portfolio(currently approximately one- percent annually). Should the City's portfolio not support the liquidity needed to provide an interim short- term financing source, another funding source will be required, which could mean issuance of securities under the CP Program or earlier issuance of Water and Sewer revenue bonds than is currently planned. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution. The City Council adopted the Water Department's Fiscal Year 2018-2022 Five Year Capital Improvement Plan on September 26, 2017. This City Council adopted plan includes this specific project, with funding identified through the CP program to be reimbursed with future revenue bonds. In accordance with the provisions of the Financial Management Policy Statement, Staff anticipates presenting revenue-supported debt issuances to the City Council for consideration within the next three years. This debt must be issued within approximately three years to provide reimbursement for these expenses. If that does not occur, the costs will no longer be reimbursable by issuing tax-exempt debt and the funding source will have to be made whole through budgetary methods. Adoption of this resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax-exempt bond proceeds. Construction for Phase II, Part 1 is anticipated to commence in March 2019 and be completed by December 2019. This project is part of the Water Department`s Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's Operating Budget when complete. M/WBE OFFICE--Venus Construction Company, Inc., is in compliance with the City's BIDE Ordinance by committing to eight percent MBE participation and documenting good faith effort. Venus Construction Company, Inc., identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 25 percent. The project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION I CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in Water&Sewer Commercial Paper Fund for the Marine Creek Interceptor M-279A& M-365 Improvements, Phase II Project. The Water and Sewer Commercial Paper Fund includes authority of$150,000,000 for the purpose of providing interim funding http://apps.cfwnet.org/ecouncil/Printmc.asp?id=26610&print=true&DocType=Print 1/25/2019 for Water and Sewer Capital Projects. After this transfer, the balance will be $97,858,130.00 for future capital projects. Funding for the Marine Creek Interceptor M-279A& M365 Improvements, Phase 11 project is as depicted below: FUND Existing Additional project Total* Appropriations Appropriations Water & Sewer Capital Projects Fund 56002 $604,873.00 $0.00 $604,873.00 Water & Sewer Commercial $0.00 $3,375,830.00 $3,375,830.00 Paper Fund 56016 Project Total $604,873.00 $3,375,830.00 $3,980,703.0011 Numbers rounded for presentation purposes. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project JProgram ctivity Budget Reference # moun 1D ID Year Chartfield 2 FROM Fund Department ccouni ctivity Budget Reference # rmounl ID ID _ Year Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Walter Norwood (5026) ATTACHMENTS I. 60MARINECREEKPH2P1-VENUS- REIMB RESOLUTION.docx (Public) 2. 60MARINECREEKPIIP1-VENUS 56016 A019Rev.docx (Public) 3. 60MARINECREEKPIiP1-VENUS Compliance Memo.pdf (CFW Internal) 4. 60MARINECREEKPIIP1-VENUS FID Table (Dan).docx (CFW]nternal) 5. 60MAR1:NECREEKPIIPI-VENUS Form 1295 2018-426757 Redacted,pdf (Public) 6. 60MARINEGREEKPIIPI-VENUS Map.pdf (Public) 7. 60MARINECREEKPIIPI-VENUS SAM.p.df (CFW Internal) http://apps.cfwnet.org/ecouncil/Printmc.asp?id=26610&print=true&DocTypc=Print 1/25/2019 iju 03 to-I MAYOR AND COUNCIL(:OhiMUNiCATiUN Ini&CI rL#c i or 1 I SECTION 00 05 10 2 MAYQR AND COUNCTL COM MUNTCATION (M&C) 3 4 6 7 8 l� tl 12. 13 t4 15 16. 17 Is 19 2.0 21 22 END OF SEiCTION MY 13F FORT WO R-n f -MAIUNF.CREM INTERCE tMlk MMOVEMENTS m?I EASE I1 PART I STANUA1RD[omrss'RIlCT10N 51,ECimcATIGM q0C1J NTS City I'miccr N8. IOLY274 RrviYrr July 1.2111 000515-1 ADDENDA Page 1 of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION CITY OF PORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE H—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 9 To the Plans, Specifications & General Contract Documents MARINE CREEK INTERCEPTOR M-279A & M-365 IMPROVEMENTS— PHASE I1 — PART I SEWER PROJECT NO. 59607.0700430-100274-001780 City Project No. 100274 Addendum No. 1: Issued August 27, 2018 Bid Opening Date: September 6, 2018 This Addendum, forms part of the Plans, Specifications & Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the bid form (004100 BID FORM Page 3 of 3) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Marine Creek Interceptor M-279A& M-365 Improvements—Phase I1 — Part I are hereby revised by Addendum No. 1 as follows: 1. The contractor is being given the option to use Hobas pipe in place of DIP with Protecto 401 as currently shown on the plans. The plans have been designed for ductile iron pipe. If Hobas pipe is chosen, it is the contractor responsibility to provide a sealed engineering design for the alternate material. Pipe shall be designed to withstand truck loads at the shallow depths required. Pipe shall also be designed to withstand floatation in the event the pipe is empty, and the lake rises to the flood level shown on the plans. The design shall be submitted for review and approval prior to the start of construction. Any additional costs associated with the installation of the alternate material shall be subsidiary to the price bid per linear foot of Hobas pipe. This includes any concrete encasement beyond the limits currently shown on the plans. 2. On Page 1 of the Proposal Form, Bidlist Item No. 3A and 36 have been revised from "42- inch Sewer Carrier Pipe"to"36-inch Sewer Carrier Pipe." 3. No existing flow data is available for the M-365 sewer system. Plans and record drawings have been uploaded to Buzzsaw for reference. They can be found in the"Reference Drawings"folder. ADDENDUM NO. 1 Issued:August 27,2018 Page 1 All other provisions of the plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered"NONRESPONSIVE," resulting in disqualification. RECEIPT ACKNOWLEDGEMENT: Chris Harder, PE Water Department, Acting Director B +fir By: Tony Soloia, PE Engineering Manager Company:V /` Address: j ql&s. City:0-6A0%t-;ek4 State7 ADDENDUM NO.1 Issued:August 27,2018 Page 2 I 00 42 43 BID PROPOSAL Page I o1`2 SECTION 00 42 43 PROPOSAL.FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity IA 36"DIP with Protecto 401 Sewer,Select Backfill 3331.4420 LF 3380 113 36"Hobas Sewer,Select Backfill,Subject to Approval 3331.4423 LF 3380 2A 42"DIP with Protecto 401 Sewer,Select Backfill 3331.4507 LF 1570 2B 42"Hobas Sewer,Select Backfill,Subject to Approval 3331.4510 LF 1570 3A 36"Sewer Carrier Pipe(DIP with Protecto 401) 3305.3013 LF 240 3B 36"Sewer Carrier Pipe(Hobas),Subject to Approval 3305.3013 LF 240 4 60"Tunnel Liner Plate By Other Than Open Cut 3305.1205 LF 240 5 18"Sewer Abandonment Plug 0241.2108 EA 2 6 30"Sewer Abandonment Plug 0241.2113 EA 4 7 Remove 5'Sewer Manhole 0241.2202 EA 12 8 Remove Headwall/Safety End Treatment(SET) 0241.4401 EA 3 9 Concrete Encase Sewer Pipe 0330.0001 CY 500 10 SWPPP ?1 acre 3125.0101 LS 1 1 i Remove and Replace 6"Cone Trail Per TRWD Specifications 3213.0303 SF 3540 12 Barbed Wire Fence,Metal Posts 3231.0211 LF 25 13 Smooth Wire Fence,Metal Posts 3231,0212 LF 40 14 Topsoil 3291.0100 CY 1000 15 Seeding,Broadcast 3292.0200 Sy 8900 16 Seeding,Soil Retention Blanket 3292.0500 SY 100 17 Pre-CCTV Inspection 3301.0001 LF 5200 I8 Post-CCTV Inspection 3301.0002 LF 5200 19 Manhole Vacuum Testing 3301.0101 EA 17 20 Bypass Pumping 3303.0001 LS 1 21 Exploratory Excavation of Existing Utilities 3305.0103 EA 10 22 Trench Safety 3305.0109 LF 4950 23 Utility Markers(Sewer) 3305.0110 LS 1 24 Concrete Collar 3305.0112 EA 16 25 Trench Water Stops 3305.01 13 EA 12 26 Epoxy Structure Liner(for Existing Junction Box)Warren 3339.0002 SF 300 Environmental 27 48"Flared Headwall,1 pipe 3349.1011 EA 1 28 12"Safety End Treatment(SET),1 pipe 3349.4101 EA 2 29 12 RCP,Class 111 9999.0001 LF 20 30 Interlocking Articulating Concrete Blocks(IACB)with Cables 9999.0002 SF 1760 31 Construction Allowance 9999.0003 LS 1 $120,000.00 $120,000.00 32 Construction Staking 9999.0004 LS I 33 GPS As Built Red Line Survey 9999.0005 LS 1 34 Modify Existing Sanitary Sewer Junction Structure 9999.0006 LS 1 35 Temporary Asphalt Trail 9999.0007 LF 1000 36 Remove Asph Sidewalk and Replace 4"Cone Sidewalk 3213.0301 SF 330 37 Changeable Message Sign 9999.0008 LS 1 Sub-Total Base Bid *CONTRACTOR SHALL SELECT ONLY ONE OPTION,A OR B CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41430 00 43 1300 42 43_00 43 37_00 45 12 00 35 13 Did Proposal Workbook Part I 00 42 43 BID PROPOSAL Page 2 of 2 SECTION 00 42 43 PROPOSAL FORME UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification I Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity Alternate Bid 1 Al-1 5'Concrete Manhole 3339.1101 EA 11 A 1-2 5'Concrete Drop Manhole 3339.1102 EA 1 Al-3 6'Concrete Manhole 3339.1201 EA 1 A14 7'Concrete Manhole 9999.0009 EA 3 Al-5 5'Extra Depth Concrete Manhole 3339.1103 VF 22 AI-6 6'Extra Depth Concrete Manhole 3339.1203 VF 4 AI-7 7'Fxtra Depth Concrete Manhole 9999.0010 VF 15 At-8 Epoxy Manhole Liner 3339.0001 VF 137 Suh-Total Alternate Bid I Alternate Bid 2 A2-1 5'Armorock Polymer Manhole(Prebid) 9999.0011 EA 9 8,790.00 79,110.00 A2-2 Appurtenances Necessary for Drop Manhole Connection 9999.0012 EA 1 A2-3 6'Armorock Polymer Manhole(Prebid) 9999.0013 EA 4 14,010.00 56,040.00 A24 7'Armorock Polymer Manhole(Prebid) 9999.0014 EA 3 25,650.00 76,950.00 A2-5 5'Extra Depth Polymer Manhole(Prebid) 9999.0015 VF 17 420.00 7,140.00 A2-6 6'Extra Depth Polymer Manhole(Prebid) 9999.0016 VF 10 500.00 5,000.00 A2-7 7'Extra Depth Polymer Manhole(Prebid) 9999.0017 VF 15 1,500.00 22,500.00 A2-8 T Armorock Polymer Manhole(Installed) 9999 0018 EA 8 A2-9 5'Armorock Polymer Drop Manhole(Installed) 9999.0019 EA 1 A2-10 6'Armorock Polymer Manhole(Installed) 9999.0020 EA 4 A2-11 7'Armorock Polymer Manhole Installed 9999.0021 EA 3 Sub-Total Alternate Bid 2 Total A=Sub-Total Base Bid+Sub-Total Alternate Bid 1 Total B=Sub-Total Base Bid+Sub-Total Alternate Bid 2 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 4100 00 43 13_00 42 43_00 43 37 00 45 12_00 35 13_Bid Proposal Workbook Part 1 3331 13-1 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 1 of 7 1 SECTION 33 3113 2 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Fiberglass Reinforced pipe 18-inch and larger for gravity sanitary sewer 7 applications 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 33 0130—Sewer and Manhole Testing 15 4. Section 33 0131 —Closed Circuit Television(CCTV)Inspection 16 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 17 6. Section 33 05 26—Utility Markers/Locators 18 7. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 manhole,or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under"Measurement"will be paid for at the unit price 27 bid per linear foot for"Fiberglass Sewer Pipe"installed for: 28 1) Various sizes 29 2) Various backfills 30 3. The price bid shall include: 31 a. Furnishing and installing Fiberglass gravity pipe with joints as specified by the 32 Drawings 33 b. Mobilization 34 c. Pavement removal 35 d. Excavation 36 e. Hauling 37 f. Disposal of excess material 38 g. Gaskets 39 h. Furnishing,placement and compaction of embedment 40 i. Furnishing,placement and compaction of backfill CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 3331 13-2 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 2 of 7 1 j. Trench water stops 2 k. Clean-up 3 1. Cleaning 4 in. Testing 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. ASTM International(ASTM): 11 a. D3262, Standard Specification for"Fiberglass"(Glass-Fiber-Reinforced 12 Thermosetting-Resin) Sewer Pipe. 13 b. D3681, Standard Test Method for Chemical Resistance of"Fiberglass" (Glass- 14 Fiber-Reinforced Thermosetting-Resin)Pipe in a Deflected Condition. 15 c. D4161, Standard Specification for"Fiberglass"(Glass-Fiber-Reinforced 16 Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals. 17 d. F477, Standard Specification for Elastomeric Seals(Gaskets)for Joining Plastic 18 Pipe. 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 0133 00. 22 B. All submittals shall be approved by the City prior to delivery. 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 24 A. Product Data 25 1. Manufacturer 26 2. Manufacturer Number(identifies factory, location, and date manufactured.) 27 3. Nominal Diameter 28 4. Pipe Stiffness 29 5. Laying lengths 30 6. ASTM designation 31 B. Shop Drawings 32 1. Pipe details 33 2. Joint details 34 3. Miscellaneous items to be furnished and fabricated for the pipe 35 4. Dimensions 36 5. Tolerances 37 6. Wall thickness 38 7. Properties and strengths 39 8. Pipe calculations 40 a. Calculations confirming the pipe will handle anticipated loading signed and 41 sealed by a Licensed Professional Engineer in Texas CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 3331 13-3 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 3 of 7 1 C. Certificates 2 1. Furnish an affidavit certifying that all Fiberglass Reinforced Pipe meets the 3 provisions of this Section and has been tested and meets the requirements of ASTM 4 D3262. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 7 1.9 QUALITY ASSURANCE 8 A. Qualifications 9 1. Manufacturers 10 a. Finished pipe shall be the product of 1 manufacturer for each size per project- 11 b. Pipe manufacturing operations shall be performed under the control of the t2 manufacturer. 13 c. All pipe furnished shall be in conformance with this specification and ASTM 14 D3262. 15 1.10 DELIVERY,STORAGE,AND HANDLING 16 A. Delivery 17 1. Provide adequate strutting during transport to prevent damage to the pipe,fittings 18 and appurtenances. 19 B. Storage and Handling Requirements 20 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 21 guidelines. 22 2. Secure and maintain a location to store the material in accordance with 23 Section 0166 00. 24 1.11 FIELD [SITE] CONDITIONS [NOT USEDI 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 29 A. Manufacturers 30 1. Only the manufacturers as listed in the City's Standard Products List will be 31 considered as shown in Section 0160 00. 32 a. The manufacturer must comply with this Specification and related Sections. 33 2. Any product that is not listed on the Standard Products List is considered a 34 substitution and shall be submitted in accordance with Section 0125 00. 35 B. Performance/Design Criteria 36 1. Pipe 37 a. Design in accordance with ASTM D3262 38 b. Design pipe for service loads that include: CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 3331 13-4 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 4 of 7 1 1) External groundwater and earth loads 2 2) Jacking/pushing Ioads 3 a) The allowable jacking/pushing capacity shall not exceed 40 percent of 4 the ultimate compressive strength or the maximum allowable 5 compressive strength recommended by the manufacturer,whichever is 6 less. 7 3) Traffic loads 8 4) Practical considerations for handling, shipping and other construction 9 operations 10 c. Design is to be conducted under the supervision of a Professional Engineer 1] licensed in the State of Texas, who shall seal and sign the design. 12 d. Standard lay length of 20 feet, except for special fittings or closure pieces 13 necessary to comply with the Drawings. 14 e. Stiffness class that satisfies design requirement on the Drawings,but not less 15 than 46 psi when used in direct bury operations. 16 f. Accommodate vertical alignment changes required because of existing utility or 17 other conflicts by an appropriate change in pipe design depth. 18 g. In no case shall pipe be installed deeper than its design allows. 19 2. Dimensional Tolerances 20 a. Inside diameter 21 1) Pipe shall not vary more than 1/8 inch from the nominal inside diameter. 22 b. Roundness 23 1) The difference between the major and minor outside diameters shall not 24 exceed 0.1 percent of the nominal outside or`A inch,whichever is less. 25 c. Wall thickness 26 1) Provide minimum single point thickness no less than 100 percent of stated 27 design thickness. 28 d. End Squareness 29 1) Provide pipe ends square to pipe axis with maximum tolerance of 1/8 inch. 30 e. Fittings 31 1) Provide tolerance of angle of elbow and angle between main and leg of wye 32 or tee to 4:2 degrees. 33 2) Provide tolerance of laying length of fitting to f2 inches. 34 C. Materials 35 1. Resin Systems 36 a. Only use polyester resin system with proven history of performance in this 37 particular application. 38 2. Glass Reinforcements 39 a. Use reinforcing glass fibers of highest duality commercial grade E-glass 40 filaments with binder and sizing compatible with impregnated resins to 41 manufacture components. 42 3. Fillers 43 a. Silica sand or other suitable materials may be used. 44 b. Use 98 percent silica with maximum moisture contest of 0.2 percent. 45 4. Additives 46 a. Resin additives, such as curing agents,pigments, dyes,fillers,thixotropic 47 agents,etc., when used,shall not detrimentally affect the performance of the 48 product. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 33 31 13-5 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 5 of 7 1 5. Internal liner resin 2 a. Suitable for service as sewer pipe 3 b. Highly resistant to exposure to sulfuric acid 4 c. Produced by biological activity from hydrogen sulfide gases 5 d. Meet or exceed requirements of ASTM D3681 6 6. Gaskets 7 a. Supply from approved gasket manufacturer in accordance with ASTM F477 8 and suitable for service intended. 9 b. Affix gaskets to pipe by means of suitable adhesive or install in a manner so as 10 to prevent gasket from rolling out of pre-cut groove in pipe or sleeve coupling. I 1 c. Provide the following gaskets in potentially contaminated areas. 12 1) Petroleum(diesel,gasoline)—Nitrile 13 2) Other contaminants—Manufacturer recommendation 14 7. Couplings 15 a. Field connect pipe with fiberglass sleeve couplings that utilize elastomeric 16 sealing gaskets as sole means to maintain joint water tightness. 17 8. Joints 18 a. Joints must meet requirements of ASTM D4161. 19 9. Pipe markings shall meet the minimum requirements of ASTM D3236. Minimum 20 pipe markings shall be as follows: 21 a. Manufacturer 22 b. Manufacturer Number(identifies factory,location,date manufactured,shift 23 and sequence) 24 c. Nominal diameter 25 d. Pipe Stiffness 26 c. Laying length 27 f. ASTM designation 28 10. Connections 29 a. Use only manufactured fittings. 30 b. See Section 33 3150. 31 11. Detectable Metallic Tape 32 a. See Section 33 05 26. 33 2.3 ACCESSORIES [NOT USED] 34 2.4 SOURCE QUALITY CONTROL [NOT USED] 35 PART 3- EXECUTION 36 3.1 INSTALLERS [NOT USED] 37 3.2 EXAMINATION [NOT USED] 38 3.3 PREPARATION [NOT USED] 39 3.4 INSTALLATION 40 A. General 41 1. Install pipe,fittings,specials and appurtenances as specified herein, as specified in 42 Section 33 05 10 and in accordance with the pipe manufacturer's recommendations. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 33 31 13-6 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 6 of 7 1 2. Lay pipe to the lines and grades as indicated in the Drawings. 2 3. Excavate and backfill trenches in accordance with Section 33 05 10. 3 4. Embed pipe in accordance with Section 33 05 10. 4 5. For installation of carrier pipe within casing,see Section 33 05 24. 5 B. Pipe Handling 6 1. Haul and distribute pipe and fittings at the project site. 7 2. Handle piping with care to avoid damage. 8 a. Inspect each joint of pipe and rejector repair any damaged pipe prior to 9 lowering into the trench. 10 b. Use only nylon ropes,slings or other lifting devices that will not damage the 11 surface of the pipe for handling pipe. 12 3. At the close of each operating day: 13 a. Keep the pipe clean and free of debris,dirt,animals and trash—during and after 14 the laying operation. 15 b. Effectively seal the open end of the pipe using a gasketed night cap. 16 C. Pipe Joint Installation 17 a. Clean dirt and foreign material from the gasketed socket and the spigot end. 18 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell 19 end to the reference mark. 20 c. Install such that identification marking on each joint are oriented upward 21 toward the trench opening. 22 d. When making connection to manhole,use an elastomeric seal or flexible boot 23 to facilitate a seal. 24 D. Connection Installation 25 1. See Section 33 31 50. 26 E. Detectable Metallic Tape Installation 27 1. See Section 33 05 26. 28 3.5 REPAIR/RESTORATION [NOT USED] 29 3.6 RE-INSTALLATION [NOT USED] 30 3.7 FIELD [oR] SITE QUALITY CONTROL 31 A. Field Tests and Inspections 32 1. Closed Circuit Television(CCTV) Inspection 33 a. Provide a CCTV inspection in accordance with Section 33 01 31. 34 2. Air Test and Deflection(Mandrel)Test 35 a. Perform test in accordance with Section 33 0130. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE H—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 333113-7 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 7 of 7 l 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 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2612 Fiberglass Pipe for Direct Bury Installation - Gravity Service 1°" a General 1.01 References A. ASTM D3262 -Standard Specification for"Fiberglass" (Glass-Fiber-Reinforced Thermosetting- Resin) Sewer Pipe. B. ASTM D4161 -Standard Specification for"Fiberglass" (Glass-Fiber-Reinforced Thermosetting- Resin) Pipe Joints Using Flexible Elastomeric Seals. C. ASTM D2412 -Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading. D. ASTM D3681 — Standard Test Method for Chemical Resistance of"Fiberglass" Pipe in a deflected Condition. E. ASTM D638 —Test Method for Tensile Properties of Plastics. F. Where there is a conflict between the ASTM minimum requirements and the higher performance requirements in this specification, this specification will govern. Part 2 Products 2.01 Materials A. Resin Systems: The manufacturer shall use only polyester, vinyl ester or epoxy resin systems with a proven history of performance for this particular pipe application. B. Glass Reinforcements: The reinforcing glass fibers used to manufacture the components shall be of highest quality commercial grade E-glass filaments with binder and sizing compatible with impregnating resins. C. Silica Sand: Sand shall be minimum 98% silica with a maximum moisture content of 0.2%. D. Additives: Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic agents, etc., when used, shall not detrimentally effect the performance of the product. E. Elastomeric Gaskets: Gaskets shall be full faced EDPM or Nitrile rubber exceeding ASTM F477 supplied by qualified gasket manufacturers and be suitable for the service intended. 2.02 Manufacture and Construction A. Pipes. Manufacture pipe by the centrifugal casting process are to result in a dense, nonporous, corrosion-resistant, consistent composite structure. Pipes shall be Type 1, Liner 2, and Grade 3. The interior surface of the pipes exposed to sewer flow shall be manufactured using a resin with a 50% elongation-to-break (minimum) when tested in accordance with D638. The resin rich interior surface shall provide superior crack resistance and abrasion resistance. The exterior surface of the pipes shall be comprised of a sand and resin layer to provide UV protection to the exterior. B. Joints: Unless otherwise specified, the pipe shall be field connected with fiberglass sleeve couplings that utilize full faced EDPM rubber elastomeric sealing gaskets as the sole means to maintain joint water tightness. The joints must meet the performance requirements of ASTM D4161. Joints at tie-ins, when needed, may utilize gasket-sealed closure couplings. C. Fittings. Flanges, elbows, reducers, tees, wyes, laterals and other fittings shall be capable of withstanding all operating conditions when installed. They may be contact molded or manufactured from mitered sections of pipe joined by glass-fiber-reinforced overlays. Properly protected standard ductile iron, fusion-bonded epoxy-coated steel and stainless steel fittings may also be used. 2.03 Dimensions A. Diameters: The actual inside diameter (18" to 126") of the pipes shall be in accordance with approved manufacture's published dimensions. B. Lengths: Pipe shall be supplied in nominal lengths of 20 feet. Actual laying Length shall be nominal f1, -4 inches. Shorterjoints may be required for installation in curves or other installation restrictions and shall be approved by the engineer. C. Wall Thickness: The minimum wall thickness shall be 100% or greater of the stated design thickness. Wall thickness shall be gauged at the thinnest pipe section. Average wall thicknesses will not be acceptable. D. End Squareness: Pipe ends shall be square to the pipe axis with a maximum tolerance of 118". 2.04 Testi ng A. Pipes: Pipes shall be manufactured and tested in accordance with ASTM D3262. Where minimum values differ between ASTM D3262 and the higher values of this specification; this specification will govern. B. Joints: Coupling joints shall meet the testing requirements of ASTM D4161 and this specification. C. Stiffness: Minimum pipe stiffness when tested in accordance with ASTM D2412 shall normally be 46 psi. D. Strain Corrosion: The extrapolated 50 year strain corrosion value shall not be less than 120% of the minimum value stated in ASTM D3262 section 6 and as tested per ASTM D3681. 2.05 Customer Inspection A. The Owner or their designated representative shall be entitled to inspect pipes or witness the pipe manufacturing. B. Manufacturer's Notification to Customer: Should the Owner request to see specific pipes during any phase of the manufacturing process, the manufacturer must provide the Owner with adequate advance notice of when and where the production of those pipes will take place. 2.06 Packaging, Handling, Shipping A Packaging, handling, and shipping shall be done in accordance with the manufacturer's instructions. 2.07 Acceptable Manufacturers A Hobas Pipe USA or approved equal. Part 3 Submittals ............ ... A. Contractor shall furnish, prior to use of the materials, satisfactory written certification of the manufacturer's compliance with the standards and requirements of this specification. B. Prior to the shipment of fiberglass reinforced pipe for this project submit manufacturer's QA/QC test reports showing the pipe was manufactured and tested in accordance with all standards specified and referenced herein. C. Submit to the Engineer, in accordance with Section 01 33 00, detailed shop drawings and product data for all pipe, fittings, and appurtenances specified in this Section. Product data submittals shall include the following as a minimum: details of the proposed pipe; properties and strengths of the pipe; joint details; instructions on storage, handling, transporting, and installation; standard catalog sheets; and material certifications. D. The Contractor shall submit pipe thickness and stiffness calculations, design data and specification data sheets prepared and stamped by a registered professional engineer listing all parameters used in the fiberglass reinforced pipe design and thickness calculations based on AWVVA M45. E. Submit full ASTM D3681 Corrosion Test report demonstrating the pipes meet the long-term corrosion requirements of these specifications along with the current annual reconfirmation report. Tests shall be based on the product manufactured at the manufacturing facility proposed to produce the pipe for this project. Data from other manufacturing facilities are not acceptable F. Manufacturer's quality control manager shall have a minimum of 5 years of service in the QC of fiberglass pipe. QC's resume/history to be submitted as proof of minimum experience requirement Part 4 Execution 3.01 Installation A. Burial: The bedding and burial of pipe and fittings shall be in accordance with the project plans and specifications and the manufacturer's requirements. B. Pipe Handling: Use textile slings, other suitable materials or a forklift. Use of chains or cables is not recommended. C. Jointing: a. Clean ends of pipe and coupling components. b. Apply joint lubricant to pipe ends and elastomeric seals of coupling. Use only lubricants approved by the pipe manufacturer. c. Use suitable equipment and end protection to push or pull the pipes together. d. Do not exceed forces recommended by the manufacturer for coupling pipe. e. Join pipes in straight alignment then deflect to required angle. Do not allow the deflection angle to exceed the deflection permitted by the manufacturer. D. Field Tests: a. Infiltration / Exfiltration Test: Maximum allowable leakage shall be per local specification requirements. b. Low Pressure Air Test: Each reach may be tested with air pressure (max 5 psi). The system passes the test if the pressure drop due to leakage through the pipe or pipe joints is less than or equal to the specified amount over the prescribed time period. c. Individual Joint Testing: For pipes large enough to enter, individual joints may be pressure tested with a portable tester to 5 psi max. with air or water in lieu of line infiltration, exfiltration or air testing. d. Deflection: Maximum allowable long-term deflection is normally 5% of the initial diameter. CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 2 To the Plans, Specifications & General Contract Documents MARINE CREEK INTERCEPTOR M-279A& M-365 IMPROVEMENTS—PHASE If— PART I SEWER PROJECT NO. 59607-0704430-100274-001780 City Project No. 100274 Addendum No. 2: Issued August 30, 2018 Bid Opening Date: September 6, 2018 This Addendum,forms part of the Plans, Specifications & Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the bid form (004100 BID FORM Page 3 of 3) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Marine Creek Interceptor M-279A& M-365 Improvements— Phase II -- Part I are hereby revised by Addendum No. 2 as follows: 1. The contractor is being given the option to use Flowtite pipe in place of DIP with Protecto 401 as currently shown on the plans. The plans have been designed for ductile iron pipe. If Flowtite pipe is chosen, it is the contractor responsibility to provide a sealed engineering design for the alternate material. Pipe shall be designed to withstand truck loads at the shallow depths required. Pipe shall also be designed to withstand floatation in the event the pipe is empty, and the lake rises to the flood level shown on the plans. The design shall be submitted for review and approval prior to the start of construction. Any additional costs associated with the installation of the alternate material shall be subsidiary to the price bid per linear foot of Flowtite pipe. This includes any concrete encasement beyond the limits currently shown on the plans. The specification for Fiberglass Reinforced Pipe for Gravity Sanitary Sewers, Section 33 31 13 was included in Addendum No. 1. All other provisions of the plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. A signed copy of the Addendum should be included in the sealed bid envelope at the I time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. I ADDENDUM NO.2 Issued:August 30,2018 Page 1 RECEIPT ACKNOWLEDGEMENT: Chris Harder, PE Water Department,Acting Director By: By: Tony Sholola, PE Engineering Manager Company, '�y,v Ss � Address: ��{ZG S ?•ri City: Wrwl ��`� State: `r- ADDENDUM NO.2 Issued:August 30,2018 Page 2 00 42 43 BID PROPOSAL Page I of 2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Sid Value IA 36"DIP with Protecto 401 Sewer,Select Backfill 3331.4420 LF 3380 IB 36"Hobas Sewer,Select Backfill,Subject to Approval 3331.4423 LF 3380 IC 36"Flowtite Sewer,Select Backfill,Subject to Approval 3331.4423 LF 3380 2A 42"DIP with Protecto 401 Sewer,Select Backfill 3331.4507 LF 1570 2B 42"Hobas Sewer,Select Backfill,Subject to Approval 3331.4510 LF 1570 2C 42"Flowtile Sewer,Select Backfill,Subject to Approval 333L4510 LF 1570 3A 36"Sewer Carver Pipe(DIP with Protecto 40 1) 3305.3013 LF 240 3B 36"Sewer Carrier Pipe(Hobas),Subject to Approval 3305.3013 LF 240 3C 36"Sewer Carrier Pipe(Flowtite),Subject to Approval 3305.3013 LF 240 4 60"Tunnel Liner Plate By Other Than Open Cut 3305.1205 LF 240 5 18"Sewer Abandonment Plug 0241.2108 EA 2 6 30"Sewer Abandonment Plug 0241.21 t3 EA 4 7 Remove 5'Sewer Manhole 0241.2202 EA 12 8 Remove Headwall/Safety End Treatment(SET) 0241.4401 EA 3 9 Concrete Encase Sewer Pipe 0330.0001 CY 500 10 SWPPP ?1 acre 3125.0101 LS 1 11 Remove and Replace 6"Cone Trail Per TRWD Specifications 3213.0303 SF 3540 12 Barbed Wire Fence,Metal Posts 3231.02I1 LF 25 13 Smooth Wire Fence,Metal Posts 3231.0212 LF 40 14 Topsoil 3291.0100 CY 1000 15 Seeding,Broadcast 3292.0200 SY 8900 16 Seeding,Soil Retention Blanket 3292.0500 Sy 100 17 Pre-CCTV Inspection 3301.0001 LF 5200 18 Post-CCTV Inspection 3301.0002 LF 5200 19 Manhole Vacuum Testing 3301.0101 EA 17 20 Bypass Pumping 3303.0001 LS 1 21 Exploratory Excavation of Existing Utilities 3305.0103 EA 10 22 Trench Safety 3305.0109 LF 4950 23 Utility Markers(Sewer) 3305.0110 LS 1 24 Concrete Collar 3305.0112 EA 16 25 Trench Water Stops 3305,0113 EA 12 26 Epoxy Structure Liner(for Existing Junction Box)Warren 3339.0002 SF 300 Environmental 27 48"Flared Headwall,1 pipe 3349.1011 EA t 28 12"Safety End Treatment(SET),1 pipe 3349.4101 EA 2 29 12 RCP,Class III 9999.0001 LF 20 30 Interlocking Articulating Concrete Blocks(IACB)with Cables 9999.0002 SF 1760 31 Construction Allowance 9999.0003 LS 1 $120,000.00 $120,000.00 32 Construction Staking 9999.0004 LS 1 33 GPS As Built Red Line Survey 9999.0005 LS 1 34 Modify Existing Sanitary Sewer Junction Structure 9999.0006 LS 1 35 Temporary Asphalt Trail 9999.0007 LF 1000 36 Remove Asph Sidewalk and Replace 4"Cone Sidewalk 3213.0301 SF 330 37 Changeable Message Sign 9999.0008 LS I Sub-Total Base Bid *CONTRACTOR SHALL SELECT ONLY ONE OPTION,A,B,or C CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Form Revised 20120120 00 4100 00 43 1300 42 43_00 43 37_00 45 12_00 35 13 Bid Proposal Workbook Part 1 00 42 43 BID PROPOSAL Page 2 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist item Specification Unit of Bid Description Unit Price Bid Value No, Section No. Measure Quantity Alternate Bid 1 Al-1 5'Concrete Manhole 3339.1101 EA 11 At-2 5'Concrete Drop Manhole 3339,1102 EA 1 Al-3 6'Concreto Manhole 3339.1201 EA I Al-4 7'Concrete Manhole 9999.0009 EA 3 A 1-5 5'Extra Depth Concrete Manhole 3339.1I03 VF 22 A1-6 6'Extra Depth Concrete Manhole 3339.1203 VF 4 Al-7 T Extra Depth Concrete Manhole 9999.0010 VF 15 Al-8 Epxy Manhole Liner 3339.0001 VF 137 Sub-Total Alternate Bid 1 Alternate Bid 2 A2-1 5'Armorock Polymer Manhole(Prebid) 9999.0011 EA 9 8,790.00 79,110.00 A2-2 Appurtenances Necessary for Drop Manhole Connection 9999.0012 EA 1 A2-3 6'Armorock Polymer Manhole(Prebid) 9999.0013 EA 4 14,010.00 56,040.00 A24 T Armorock Polymer Manhole(Prebid) 9999.0014 EA 3 25,650.00 76,950.00 A2-5 5'Extra Depth Polymer Manhole(Prebid) 9999.0015 VF 17 420.00 7,140.00 A2-6 6'Extra Depth Polymer Manhole(Prebid) 9999.0016 VF 10 500,00 5,000.00 A2-7 T Extra Depth Polymer Manhole(Prebid) 9999.0017 VF 15 1,500.00 22,500.00 A2-8 5'Armorock Polymer Manhole(Installed) 9999.0018 EA 8 A2-9 5'Armorock Polymer Drop Manhole(Installed) 9999.0019 EA 1 A2-10 6'Armorock Polymer Manhole(Installed) 9999.0020 EA 4 A2-11 T Armorock Polymer Manhole Installed 9999.00211 EA 1 3 Sub-Total Alternate Bid 2 Total A—Sub-Total Base Bid+Sub-Total Alternate Bid 1 Total B=Sub-Total Base Bid+Sub-Total Alternate Bid 2 The City reserves the right to select the responsive low bidder of either Total A or Total B. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 1300 42 43_90 43 37_00 45 12_00 35 13 Did Proposal Workbook Part I 001113-1 INVITATION TO BIDDERS Page I of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of MARINE CREEK INTERCEPTOR M-279A&M-365 5 IMPROVEMENTS—PHASE I1—PART 1, City Project No. 100274, 59607-0700430-100274- 6 001780,will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 1 I Fort Worth,Texas 76102 12 until 1:30 P.M. CST, Thursday, September 6,2018,and bids will be opened publicly and read I3 aloud at 2:00 PM CST in the Council Chambers, 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate)following: 17 3,380 LF 36-inch DIP sewer pipe by open cut 18 1,570 LF 42-inch DIP sewer pipe by open cut 19 240 LF 36-inch DIP sewer pipe in 60-inch tunnel liner plate 20 12--5-foot diameter sanitary sewer manholes 21 1 —6-foot diameter sanitary sewer manholes 22 3 —7-foot diameter sanitary sewer manholes 23 24 PREQUALIFICATION 25 The improvements included in this project must be performed by a contractor who is pre- 26 qualified by the City at the time of bid opening. The procedures for qualification and pre- 27 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 28 29 DOCUMENT EXAMINATION AND PROCUREMENTS 30 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 31 of Fort Worth's Purchasing Division website at http://www,fortworthtexas.gov/purchasing/ and 32 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 33 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 34 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 35 Parties Form 1295 and the form must be submitted to the Project Manager before the 36 contract will be presented to the City Council. The form can be obtained at 37 htti!s://www. thics.state.tx.us/tec/1295-Info.htm . 38 39 Copies of the Bidding and Contract Documents may be purchased from Halff Associates, Inc. at 40 4000 Fossil Creek Boulevard, Fort Worth, TX 76137: 41 42 The cost of Bidding and Contract Documents is: 43 Set of Bidding and Contract Documents with half size drawings: $80 44 45 PREBID CONFERENCE 46 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 47 BIDDERS at the following location, date, and time: 48 DATE: 08/23/2018 49 TIME: 10:00 a.m. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 22,2016 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 PLACE: 311 W.10' Street 2 Fort Worth, Texas 76102 3 4 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 5 City reserves the right to waive irregularities and to accept or reject bids. 6 7 8 9 INQUIRIES 10 All inquiries relative to this procurement should be addressed to the following: 11 Attn: Robert Sauceda, P.E., City of Fort Worth 12 Email: Robert.Sauceda@fortworthtexas.gov 13 Phone: 817-392-2387 14 AND/OR 15 Attn: Leah Hodge,P.E., Halff Associates,Inc. 16 Email: ]bodge@halff.com 17 Phone: 817-764-7459 18 19 ADVERTISEMENT DATES 20 August 9, 2018 21 August 16, 2018 22 23 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS--PHASE II--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 22,2016 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 Def ned Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00-GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof 10 11 1.2.1. Bidder: Any person,firm, partnership,company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association,or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a Iicense or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding.Bids received from contractors who are 36 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving—Requirements document located at; 40 htt s:// roiect oint.buzzsaw.com/fortworth ov/Resources/02%20- 41 %20Construction%2ODocuments/Contractor%2OPrequalification/FPW%20Payipg 42 %20Contractor%2OPrequalification%2OPrograin/PREQUALIFICATION%20REQ 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF2public 44 45 3.1.2. Roadway and Pedestrian Lighting--Requirements document located at; 46 https://projeetpoint.buzzsaw.com/fortworthgov/Resources/02%20- 47 %o20Construction%2ODocuments/Contractor%2OPrequaI ifwcation/TPW%20Paving 48 %o20Contractor%2OPrequalification%2OProaram/PREQUALIFICATION%2OREQ 49 U I REM ENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 2 3.1.3. Water and Sanitary Sewer—Requirements document located at; 3 https://pro4ecipoint.buzzsaw.com/fortworthgov;/Resources/02"/020- 4 %20Construction%2ODocLtments/Contractor%2OPrequalification/Water%20and%2 5 OSanitaa%20Sewer%2OContractor%2OPrequalification%20Program/WSS%20pre 6 qual0/620req_uirements.do0pub]is 7 8 9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 10 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 11 45 11, BIDDERS PREQUALIFICATIONS. 12 13 3.2.1. Submission of and/or questions related to prcqualification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 18 bidder(s)for a project to submit such additional information as the City, in its sole 19 discretion may require, including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project, and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information,a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information, if requested,may be grounds 26 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 29 3.4.In addition to prequalification, additional requirements for qualification may be required 30 within various sections of the Contract Documents. 31 32 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 33 34 4.1.Before submitting a Bid, each Bidder shall: 35 36 4.1.1. Examine and carefully study the Contract Documents and other related data 37 identified in the Bidding Documents(including "technical data" referred to in 38 Paragraph 4.2. below).No information given by City or any representative of the 39 City other than that contained in the Contract Documents and officially 40 promulgated addenda thereto, shall be binding upon the City. 41 42 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 43 site conditions that may affect cost,progress,performance or furnishing of the 44 Work. 45 46 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 47 progress,performance or furnishing of the Work. 48 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data 1 I which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research,investigations,tests,borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations,investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations,tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work,time required for its completion,and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research,tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of- 44 £44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any,on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised August 21,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures(except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents,but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data" or 11 any other data, interpretations,opinions or information. 12 13 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means,methods,techniques, sequences or 17 procedures of construction(if any)that may be shown or indicated or expressly required 18 by the Contract Documents,(iii)that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc.,have not been resolved through the interpretations by City as described in 22 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos,Polychlorinated 27 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work,Etc. 32 33 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 44 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 ight-of2 way, easements,and/or permits, and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to.Interpretations or clarifications I I considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. I3 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth,TX 76102 21 Attn: Roberto Sauceda, P.E., Water Department 22 Fax: 817-392-2559 23 Email: Robert.Sauceda@fortworthtexas.gov 24 Phone. 817-3922387 25 26 27 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 28 City, 29 30 6.3.Addenda or clarifications may be posted via Buzzsaw at 31 haps:i/projectpoint.buzzsaw.coin/jorrworthgov/Info astructure%20Projects/100274%20- 32 %20Marine%2OCreek%2OParallel%2OSanitary%2OSeuer%2Olntereeptor%20M- 33 35%20Phase.%2011/Bid%20Doc unienaV620Package?public. 34 35 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 36 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 37 Project. Bidders are encouraged to attend and participate in the conference. City will 38 transmit to all prospective Bidders of record such Addenda as City considers necessary 39 in response to questions arising at the conference. Oral statements may not be relied 40 upon and will not be binding or legally effective. 41 42 7. Bid Security 43 44 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 45 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 46 the requirements of Paragraphs 5.01 of the General Conditions. 47 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE iI—PART i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract, if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item,alternative, and unit 4 price item listed therein. In the case of optional alternatives,the words "No Bid," 5 "No Change,"or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals,for which the Bidder proposes to do the 7 work contemplated or furnish materials required.All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number, Project title,the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City,be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders,Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract,Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications,and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—P14ASE It—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised August 21,2015 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who pate Received has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code,An offense under this section is a misdemeanor. 11 Name of vendor who has a business relationship with local governmental entity, 2 Check this box if you are tiling an update to a previously filed questionnaire.(The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) 3 Name of local government officer about whom the information is being disclosed Name of Officer 4 Describe each employment or other business relationship with the local government officer,or a family member of the officer,as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employ ent.or business relationship described. Attach additional pages to this Form CIO as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? i 0 Yes 0 No B. Is the vendor receiving or likely to receive taxable income,other than investment income,from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? ElYes F� No If Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director,or holds an ownership interest of one percent or more. 8 EJCheck this box if the vendor has given the local government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). :7T (A z I b Signature of vendor doing business with the governmental entity Me Form provided by Texas Ethics Commission www.ethics,state.tx.us Revised 11/30/2015 CONFLICT OF INTEREST QUESTIONNAIRE For vendor doing business with local governmental entity Acomplete copy of Chapter 176 of the Local Government Code maybe found at http://www.statutes.legis.state.tx.us/ Docs/LG/htm/LG.176.htm. For easy reference,below are some of the sections cited on this form. Local Government Code§176.001(1!!a).-'Business relationship"means a connection between two or more parties based on commercial activity of one of the parties. The term does not include a connection based on: (A) a transaction that is subject to rate or fee regulation by a federal,state,or local governmental entity or an agency of a federal,state,or local governmental entity;. (B) a transaction conducted at a price and subject to terms available to the public;or (C) a purchase or lease of goods or services from a person that is chartered by a state or federal agency and that is subject to regular examination by, and reporting to,that agency. Local Government Code_§176.003(a)(2)(A)and(B). (a) A local government officer shall file a conflicts disclosure statement with respect to a vendor if: (2) the vendor: (A) has an employment or other business relationship with the local government officer or a family member of the officer that results in the officer or family member receiving taxable income, other than investment income, that exceeds $2,500 during the 12-month period preceding the date that the officer becomes aware that (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor; (B) has given to the local government officer or a family member of the officer one or more gifts that have an aggregate value of more than$100 in the 12-month period preceding the date the officer becomes aware that: (1) a contract between the local governmental entity and vendor has been executed;or (ii) the local governmental entity is considering entering into a contract with the vendor. Local Government_Code § t76,006(a)and(a-1 (a) Avendor shall file a compieted conflict of interest questionnaire if the vendor has a business relationship with a local governmental entity and: (1) has an employment or other business relationship with a local government officer of that local governmental entity,or a family member of the officer,described by Section 176.003(a)(2)(A); (2) has given a local government officer of that local governmental entity,or a family member of the officer,one or more gifts with the aggregate value specified by Section 176.003(a)(2)(B),excluding any gift described by Section 176.003(a-1);or (3) has a family relationship with a local government officer of that local governmental entity. (a-1) The completed conflict of interest questionnaire must be filed with the appropriate records administrator not later than the seventh business day after the later of: (1) the date that the vendor: (A) begins discussions or negotiations to enter into a contract with the local governmental entity; or (B) submits to the local governmental entity an application,response to a request for proposals or bids, correspondence, or another writing related to a potential contract with the local governmental entity;or (2) the date the vendor becomes aware: (A) of an employment or other business relationship with a local government officer, or a family member of the officer,described by Subsection(a); (B) that the vendor has given one or more gifts described by Subsection(a);or (C) of a family relationship with a local government officer. i=orrn provided by Texas Hiics Commission www,ethics.state.tx.us Revised 11130!2015 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page I of 1 I SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent(hereinafter also referred to as "you")to a City of Fort Worth 5 (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire(the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement(the attached CIS Form)below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work. The referenced forms may be downloaded from the website links provided below. 10 11 h1tp://www.ethics.state.tx.us/f(--rrns/GIO,.pd 12 13 ht ' ,J1www. tEis, ttatx.:. f fprmGlS,pti£ 14 15 CIQ Form is on file with City Secretary 16 17 F--J CIQ Form is being provided to the City Secretary 18 19 Q CIS Form is on File with City Secretary 20 21 CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 26 27 41tiPIR&5 28 Company (Please Print) 29 � - - — Signature:30 _ / - - 31 Address 32 33 V,Y, - T ' �r? jp?j Title: 34 City/State/Zip (Please Print) 35 36 37 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised March 27,2412 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Marine Creek Interceptior M-279A& M-365 improvements- Phase 11 -Part I City Project No.: 100274 1. Enter Into Agreement 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 0000 43 1300 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook Part 1 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Sewer Interceptors, Urban/Renewal, 42-inches and smaller b. Sewer Bypass Pumping, 18-inche-36-inches c. CCTV,42-inches and smaller d. Sewer cleaning,42-inches and smaller e. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 270 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. 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. Prequalification Statement, Section 00 45 12 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal workbook Part 1 0041 00 BID FORM Page 3 of 3 6.3. Evaluation of Alternate Bid Items Sub-Total Base Bid $0.00 Sub-Alternate Bid 1 $0.00 Sub-Alternate Bid 2 $0.00 Total A= Base Bid +Alternate Bid 1 $0.00 Total B=Base Bid+Alternate Bid 2 $0.00 7. Bid Submittal This Bid is submitted on IUlonih Day, Year by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: 4�1 � _ Addendum No. 1:� ,vL. (Signature) Addendum No. 2: v F&DSII 4 Addendum No. 3: Igg NBma Here lAddendum No.4: (Printed Name) Title: Tille Here "—Or le ialetj Company: Company Name Were V1Sp# ti0 ] &lYG�rate Seal: Address: Address Here e D Addrer}s Here or SpaceL,r'JSC,V_ City, Stale Zip Code Here State of Incorporation: Stele Here CC Email: Your Email Address Here CG.O � #'.141 01 '�;t �0 •�� Phone: 'four Phu" Number Frere in - �} END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Retrleed 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 1381d Proposal Workbook Pari 1 00 42 43 BID PROPOSAL Page I ort SECTION 00 42 43 PROPOSAL FORM UNIT PRICE 131® Bidder's Application Project Item Infuuma€ion Bidder`s Proposal Bidlist Item Specification Unit of Bid No Description Section No, Measure Quantify Unit Price Bid Value IA 3.6"DIP with Protecto 401 Sewer,Select Backfill 3331.4420 LF 3380 �r I B 36"Hobas Sewer,Select Backfill,Subject to Approval 3331.4423 LF 3380 w2 30,•" ��M00-1 IC 36"Flowtite Sewer,Select Backfill,Subject to Approval 3331,4423 LF 3380 NIA 2A 42"DIP with Protec€o 401 Sewer,Select Backfill 3331.4507 LF 1570 Ail At 2B 42"Robas Sewer,Select Backfill,Subject to Approval 3331.4510 LF 1570 252.00 3 9siGO.410 2C 42"Flowtite Sewer,Select Backfill,Subject to Approval 3331,4510 LF 1570 1J 3A 36"Sewer Carrier Pipe(DIP with Protecto 40 1) 3305.3013 LF 240 313 36"Sewer Carrier Pipe(Hobas),Subject to Approval 3305 3013 LF 240 7#0..V 3C 36"Sewer Carrier Pipe(Flowtite),Subject to Approval 3305,3013 LF 240 4 60"Tunnel Liner Plate By Other Than Open Cut 3305-1205 LF 240 5 18"Sewer Abandonment Plug 0241.2108 EA 2 ,�.s (,(4�p,w► 6 30"Sewer Abandonment Plug 024 L2113 EA 4 fC f+,1� 'X0tlO 49 7 Remove S'ScwerManhole 0241.2202 EA 12 #foili« R Rvinova Headwall/Safay End Treat ictu(SET) 0241.4401 EA 3 i,� r- /�,�ro1e co +"/ 0- 9 Conanto Encase Sewer Pipe 0330.0001 CY 500 2*0 f2 :!rap e- 10 SWPPI' ?1 acre 3125 0101 LS 1 0 � rt 11 Remove and Replace 6"Cone Trail Per TRWD Specifications 3213.0303 SF 3540 71�0- 12 Bathed Wire Fence,Metal Posts 3231.0211 LF 25 Z;f'` 13 Smooth Wire Fence,Metal Pasts 3231 0212 LF 40 ,ZS at 4t�tJt+!- 14 `fops6il 3291.0100 CY 1000 /7 @d f',-L'WIM 15 Seeding,Broadcast 3292.0200 SY 8900 16 Seeding,Suit Retention Blanket 3292,0500 SY 100 cew 17 Pre-CCTV Inspection 3301.0001 LF 5200 ;VIL 18 Post-CCTV Inspection 3301-0002 LF 5200 3,e 1 .(0040. 19 Manhole Vacuum Testing 3301,0101 EA 17 3.VO41ty p'A 20 13y1r45s Pumping 3303,0001 LS t �j� IW 21 Lxplormury Excavation of Existing Utilities 3305.0103 EA 10 " " 22 Trench Safety 3305A109 LF 4950 A-4 23 thilityMarkers(Sewer) 3305.0110 LS I �svi -75U%L 24 Coltarete Collar 3305.0112 EA 16 760*A fit 25 '!'touch Water Stops 3305.0113 EA 12 26 Fpoxy Structure Liner(for Existing Junction Box)Warren 3339.0002 SF 300 IakY1T.(7n1r14nEAl 3Y � 27 48"Flared Headwall,I pipe 3349.1011 EA 1 Eryo�w'':. 28 12"Safety End Treatment(SET),I pipe 3349,4101 EA 2 e f,-0 29 12 RCP,Class 111 99x99.0001 LF 20 &r4l 30 Interlocking Articulating Concrete Blacks(IACB)with Cables 9999.0002 SF 1760 21 Or ,44V,04Z 31 Construction Allowance 9999.0003 LS 1 $120,000.00 $120000.00 32 Construction Staking 9999.0004 LS I 111- MW 0M 33 GPS As Built Red Line Survey 9999.0005 LS I r dp4w « 34 Modify I?xisting Sanitary Sewer Junction Structure 9999.0006 LS I I' 35 Temporary Asphalt Trail 9999.0007 LF 1000 36 Itemove Asph Sidewalk and Replace 4"Conc Sidewalk 3213,0301 SF 330 �'A 37 Changeable Message Sign 9999.0008 LS Ift. [*fitlop '� �- -- Snb-'fatal Base Old w *CONTRACTOR SHALL SELECT ONLY ONE OPTION,A,B,or C CITY OFFOWE'WORTH STANDARD CONSTRUCTION SPECrr'ICATION DOCUMENTS _ Paan Rcvised 20120120 00 41 00_00 43[3_00 42 43.004317_0045 12_00 35 13-Bid Proposal Workbook Pan I 00 42 43 BJDPROPOSAL Page 2 aP2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bic dev's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No Description Section No. Measure Quantity Unit Price Bid Value Alternate Bid I Al-1 5'ConcreteManhole 3339.1101 EA ll A1.2 5'Concrete Drop Manhole 3339.1102 EA 1 Al-3 6'Concrete Manhole 3339.1201 EA 1 XOR' * 1C.0 a" A 1-4 7'Concrete Manhole 9999.0009 EA 3 t Al-5 5'Extra Depth Concrete Manhole 3339.1 t03 VF 22 �Ja+stP� Al-6 6'Extra Depth Concrete Manhole 3339.1203 VF 4 -Jib*! AI-7 7'Extra Depth Concrete Manhole 9999-0010 VF 15 Rf, z 4rT�.M .AJ-8 E ox Manhole Line( 3.33.9.0001 VF 137 'W Sub-Total Alternate Bid I 71CO Alternate Bid 2 A24 5'Armorock Polymer Manhole(Prebid) 9999;0011 EA 9 8,790.00 79,110,00 A2-2 Appurtenances Necessary for Drop Manhole Connection 9999.0012 EA 1 kwd-- it/W 1A A2-3 6'Armorock Polymer Manhole(Prebid) 9999.0013 EA 4 14,010.00 56,040,00 A24 7`Armorock Polymer Manhole(Prebid) 9999,0014 EA 3 25,650,00 76,950,00 A2-5 5'Extra Depth Polymer Manhole(Prebid) 9999.0015 VF 17 420,00 7,140.00 A2-6 6'Extra Depth Polymer Manhole(Prebid) 9999.0016 VF 10 500,00 5,000.00 A2-7 7'F,xtra Depth Polymer Manhole(Prebid) 9999.0017 VF 15 1,500,00 22,500,00 A2-8 5'Armorock Polymer Manhole(Installed) 9999.0018 EA 8 � A2-9 5'Armorock Polymer Drop Manhole(Installed) 9999.0019 EA I 7t a A2-10 6'Armorock Polymer Manhole(Installed) 9999.0020 EA 4 SSW� Z�Aiw's' A2-1 1. 7'Armorock Pal 1 9999,0021 EA 3 f4p art Sub-Total Alternate Bid 2 4V Total A=Sub-Total Base Bid+Sub-Total Alternate Bid 1 "1( ,00 Total B=Sub-Total Base Bid+Sub-Totat Alternate Bid 2 VAffJ The City reserves the right to select the responsive low bidder of either Total A or Total B. END OF SECTION CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIRCATION DOCUMENTS Por.Revised 20120120 00 4100_00 43 13_00 42 43_00 43 37_00 45 12_00 3 5 13—Rid Proposal Workbook Part f 00 43 13 BID BOND Page 1 of 2 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, Venus Construction Company, Inc.: 1426 S.Main. Mansfield.TX 76063,known as "Bidder"herein and The Guafantee Company of Norlh Amel3cs USA 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 States,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 Marine Creek Interceptior M-279A$M-365 Improvements-Phase 11-Part 1 0 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 bid 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 6th day of Sej2tember 2018, PRINCIPAL: Venus Construction Co!4pany, Inc. BY: Signature ATTEST: 1�5,43 Witness as to Principal Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 00 410000 43 IA-00 42 43_00 43 3700 4512_00 3513-Bid Proposal workbook Par[1 004313 BID BOND Page 2 of 2 Address: 14.26 S. in M rt (el. TX 706 -13 SURETY: "h s 'u ran,e m >t: �° It A1tia A BY; Signal re Lloyd Ray Pitts,_rr.. Attorney-in-Fact Name and Title Address: One Towne Square Suite 1470 Southfield,MI 48076 _..,..._,_,.— Witne s to Surety John Hankins Telephone Number: 1-866-328-0567 Attach Power of Attorney(Surety)for Attorney-in-Fact *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. EMD OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 00 410000 4313 00 42 4300 43 3700 4512_00 35 13_131d Proposal Workbook Part 1 THE The Guarantee Company of North America USA GUARANTEEm Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Lloyd Ray Pitts,Jr„Wiliam D.Birdsong Pitts Fennell and Associates,LLC dba Pitts Birdsong Fennell&Associates its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may he allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 5.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attorney(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, It is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the Slate of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 8th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking,contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed, IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and �.� its corporate seal to be affixed by its authorized officer,this 2ntl day of October,2015. rTHE GUARANTEE COMPANY OF NORTH AMERICA USA STATE OF MICHIGAN Stephen C.Ruschak,President$Chief Operating Officer Randall Mussetman,Secretary County of Oakland On this 2nd day of October,2015 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seat and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee (Votary Public,State of Michigan Company of North America USA offices the day and year above written. Mxl County of Oakland My Commission Expires February 27,2018 _4J a, Acting in Oakland County 1,Randall Mussolman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which Is still in full force and effect. ►�+►e�� IN WITNESS WHEREOF, t have thereunto set my hand and attached the seal of said Company this 61h day of September ,2018 '!r"° Randall Musselman,Secretary 01NE /� GU,lrViANTEF TEXAS CONSUMER NOTICE 1. IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener information o para someter una q ueja: 2. You may contact your agent at: Puede comunicarse con su agent al 3. You may call The Guarantee Company of North Usted puede llamar al numero de telefono gratis de America USA's toll-free telephone number for The Guarantee Company of North America USA's information or to make a complaint at: 1-866-328- para information o para someter una queja aL 0567 1-866-328-0567 4. You may also write to The Guarantee Company of Usted tambien puede escribir a to The Guarantee North America USA at: Company of North America USA; One Towne Square, Suite 1470 One Towne Square, Suite 1470 Southfield, Michigan 48076 Southfield, Michigan 48076 Web: wwv��.thq uarLgntesus.com Web: wamthe a�uaranteeus.com E-mail: Irlfo@thegtlaranteeus.com, E-mail: Info n arartteeu ,canT Fax: 248-750-0431 Fax: 248-750-0431 5. You may contact the Texas Department of Puede comunicarse con el Departamento de Seguros de Insurance to obtain information on companies, Texas para obtener informacion acerca de companies, coverages, rights or complaints at: 1-800-252- coberturas, derechos o quejas al: 1-800-252-3439 3439 6. You may write the Texas Department of Insurance: Puede escribir al Departmento de Seguros de Texas: 333 Guadalupe Street 333 Guadalupe Street P.O. Box 149104 P.O. Box 149104 Austin, TX 78701 Austin, TX 78701 Fax: (512) 490-1007 Fax: (512)490-1007 Web: h#jo:Nww.tdLtP r. gv Web: httD;/lwvw,tdI.texas,gov E-mail: ConsumerPratect€onCa�tdl 0xas g2,v E-mail: Qpf1surnerPngjVAtgr tdi,texa e. ov 7. PREMIUM OR CLAIM DISPUTES: DISPUTAS SOSRE PRIMAS 0 RECL.AMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a un premium or about a claim you should contact the reclamo,debe comunicarse con el(agente) (la compania) (agent) (company) (agent or the company)first. If agente o la compania)primero. Si no se resuelve la the dispute is not resolved, you may contact the disputa, puede entonces comunicarse con el departamento Teas Department of Insurance. (TDI). 8. ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es solo para This notice is for information only and does not proposito de informacion y no se convierte en parte o become a part or condition of the attached condition del document adj unto. document. Rev.1212115 Page 1 of 1 One Towne Square,Suile 1470,SouthfiNd,Michigan,USA48076 I Tel:248.281.02811.866.32&0567 1 Fax-248.750.0431 02015 The Guarantee Company o!hrarth America.The Guaranlee is a trademark of The Guarantee Company of North Amertca.All rights reserved, 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by ail nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here('Jr Blank , our principal place of business, are required to be 11% Heoe percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. C7 BIDDER: t+,sks �"�5�+"`�1`0a Company Name Here vQ` "By printed Name Here �. 4 � �'_` Address Here ��:; I Address Here or Space �fld.v�Sjc..Jd (Signature) City, State Zip Code Here 1(' 1)to Title: Title Here Cie 0 Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 410000 43 1300 42 43_00 43 3700 45 12_00$5 13—Bid Proposal Workbook Part 1 0045 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 It 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash FIows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation, Articles of Organization, Certificate of Formation,LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window,state_tx.us/taxpermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (l) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100274 Revised July 1,2011 0045 11-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 .(3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America.This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion,or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital(working capital =current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Badder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A" should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 0045 12-1 PREQUALWICATION STATEMENT Page I of 1 1 SECTION 00 4512 2 PREQUALIFICATION STATEMENT 3 Each Bidder for a City procurement is required to complete the information below by 4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 5 major work type(s) listed. 6 7 Major Work Contractor/Subcontractor Company Naine Prequallfication Type Expiration Date Sewer Interceptors, Urban/Renewal, 42-inches and V flt uS i„5},fit,,`�. 3 ?0 r Cr nn� "Y smaller C�sv. N.V Sewer Bypass 11 Pumping,/8- 3� ow l� inches—36�- + A*- inches CCTV, 42- c. inches and smaller l�rnwrn Sewer cleaning, 42-inches and qc'a6 Z � kKwdr� smaller �n 8 9 10 The undersigned hereby certifies that the contractors and/or subcontractors described in 1 A the table above are currently prequalified for the work types listed. 12 13 BIDDER: n ` 14 15 V e1►y11�rj p�S�: t�C�1O Gl y: _ 's ---- 16 Company (Please Print) 17 18 _���(,p � • !� l��iV a�• Signature: O KC 19 Address 20 Title: 21 M"-4�0 ?fra ��` ��p�,P 22 City/State/ ip (Please Print) 23 24 Date: 25 26 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 FORT WoRTH SECTION 00 4513 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address(required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60—inches,and 350 LF or less Tunneling-36-Inches—60—inches,and greater than 350 LF Tunneling—66"and greater,350 LF and greater Tunneling—66"and greater,350 LF or Less Cathodic Protection Water Distribution,Development, 8-inch diameter and smaller Water Distribution,Urban and Renewal, 8-inch diameter and smaller Water Distribution,Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission,Development, 24-inches and smaller Water Transmission,Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal,42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 0045 13-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES,CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System,Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renewal,42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE lI—PART I STANDARD CONSTRUCTION]SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 0045 13-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so,where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual,name of owner and reason. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of$ S. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner,officer, director,or stockholder of your firm is an employee of the City, or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child,or parent of an owner,officer, stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of S CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles, if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 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 Various- TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification.In the description include,the manufacturer, model,and general common description of each. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 0045 13-8 BIDDER PREQUAL[F[CATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of , Notary.Public Notary Public must not be an officer,director,or stockholder or relative thereof. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page IofI 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406,096(a),as amended, Contractor certifies that it provides 4 worker's compensation insurance coverage for all of its employees employed on City Project No. 100274. 5 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, 6 it will provide to City its subcontractor's certificates of compliance with worker's compensation 7 coverage. 8 9 CONTRACTOR: 10 � COmpa+v•y �•— I 1 (iXcyl 0 11� By: 12 Company (Please Print) 14 13 '-PP o . Signature: ` go - ��O 15 Address 16 17 l l\I�e.�S ,� L[3 1� y�j Title. 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BE�ME,the untlersigned authority,on this day personally appeared 26 s.� a known to me to be the person whose name is 27 subscribed to the fore oing instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of 1��5 010+ --r 'f",o%,2� ?_4g• for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVM UNDER MY HAND AND SEAL OF OFFICE this day of 32 20 & 33 3435 36 =,. VANESSARE�IFROW Notary Public in and for the State of Texas 37 #128692814 ly 28,2019 38 V__ END OF SECTION 39 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 Knnnty Rusinas lin1[rFrrine 5Tz%vfl idlitwn POW 1 13J'2 1 SECTION 00 45 411 2 Minarity 13►lsincss Enterprise Spvci11cat Ions 3 d APPLICATION OF POLICY 5 If the tonal dollar value of the contrael is greater than '$50,000, then a MBE 9u13cuntrK0n1,T goal is 6 tipplicable. 7 9 it is the policy of the-City of Fort Worth to ensure the Full and equitable particlpatinn by Mtrlority+ 10 Buslness Enterprises (MBE) in the procurement of all goods and services. All requirements anal. I I rf�gtllations stalled in Ilse City's current Btisiness hive*rsity EnIerprise Ordinance apply to this bid. 12 133 14'fHE PM.IE T.GOALS 1-1 The City's MBE goal on this project is 25% of the taral bid value of the contract (Belse hial appRep to 15 Parka and Corr miailty Se{ti�ices�. ib 17 Note. If halls 11 DE and SBE simbeontraef€ng gca1lrl ;tire c0ahli4hed for thim projeci, then an Offeror 18 must auhlmIt both a MBE I.ltiUzation Farm and H Slit/ UtiiizaIion Form to Ire deemed respiinsivr. 1'9 20 COMPLIANCE TO BID SPECIFICATIONS 21 On Cily contracts $50,000 or more where x MBE subcontracting good is applied. Offeroi^i are requimd to 22 comply with the inIeni of Ilie City's Bu iia!i Diversily Enter-prise Ordinance by orae of the following: 23 1. Menet or exceed the above stated 11+1BE coal throngh MUE subcontracting par#icipation,or 24 2. Menet or exceed the abave stated IMBE goal through M B$ .Iaint Venture participation,or 25 3. Good Faith Effort doeumenta[ion,or; 26 4. Prime Waivei docurneniutiun. 27 16 SUBMITTAL OF lLEQUili`o DQ!ZUMENTA'r1Q.N 39 The uppilina ale documents 'must be received by the Purchasing Division, wilhiii khe- following times 30 ailocated. in order l`ur lire entire bid to 1.v-- considered rc&ponsiV� to the specifications. The Offeror shall 31 deliver the IVIES#? doetiment,tlioil In perl;•on to the appropriate erriployee of llte purchasing diAsion and 32 o6toIn u darellime recOpt. Such rtY1 ipl shall ht. oVidenre Ihal thu City recoiwd Ilit clucttmenttttinn in the 33 Iirtie Alowed. A tubed and/oar email0 copy wlU nit be accep;10' 34 T. Sulwortirilctor UtiIIzatIon Form, if received no latsr then 2:00 p.m., on the se�;Ond City business goal is met or exceeded, day afte the N4 opetairig date, excl usive of tltc bier opuniiig date. 2. Goad Faith Effort anal r�eived no laler than ZJJ0 p.m., on the soccind City business. Subcnotractor UtilUation Form. if day afar the bid opening date, exclusive of Ific bid oNnhig amici anon is less than stated goal date. 3. Good Fafth Effort nand received no latter than 2,00 p.m.. on the Second City bUSI nC55 Subcontractor UIHim floo leorm. il'tto day after the bid opening date, exclusive of the laid opening MBE piirticipation. date. 4. Prime Contractor Wiriver Form. received no later than 2;t)0 p.m., on the second City business ifynt} will Frfunil all day aftei' 11w-hid opening dao;, oxcItisive 13f'the hid fLIN11ing contriaot i nglsLI iier+ruark. mate, 35 CJ'T'Y ey i'Cflt't"W 114114 MARINE UREt_K INMRCr_PTOR RatPROVEXPIM--MASE 11-PART I ETA KPAR P C=ON sTRl1C-110N E(7HCATION DOCUMENTS C J1y Pcgtvt NLN. I(JM. 4 Rid ViNd A4114 9,2015 OD 95 -2 Miimrily�u��s I_neertarl�C speclfieaRir� Pam�iaf� I 5. Joint Venture.Farm, ifgeal is met rerelvM no latur than 2.00 p.m., on the second City prosiness or cxcecded. day atter the hid opening date. exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH 'FHE C'11'V'S 811SINESS DIVF P,51'f V IWFERPRISE ORDFNAMCE 3 WILL RESIILT IN THE 131D BEI N G CONSIDE[' ED NON-['1~I:SONS]VE TO SJPECIF[CATIDN& d TAILt1RE TO SLJEM Cl'Tt[E REQUI RED MBE DO C UMEN NATION WILL IMStJL'I'IN TH F Ell STUNG CONSI DCRED NON-RESPONSIVE,A SECOND FAIL11RE WILL RESULT IN T)FE 0FFERCIR I BEING DISQUALIF ED FOR A PERIOD OF ONE YEAR,THREE FAILURES IN A FIVE YEAR PERIOD WILL M;UL'r IN A DIS 1JA1.1FIC'AITON PERIOD OF THREE YEA 11%. 6 7 Any Qut� sl#any, Maw Contact The M(WBE Ofrwe at(817)212-2174, 8 END OF SECTION 9 I6 11 CfCY f}F FDRT1"�a rl#TFI MARINF CRFF-%INTTF MMIR TASPROVE;WMS-PAME II-PART J STANDARD CONSTRUMIM SPIM MATT()+k-17m*MFNTS City Pmjro No. 10274 Revised jLift 4J,2015 005243-1 Agreement Page I of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT,authorized o 1 01� is made by and between the City of Forth 4 Worth, a Texas home tle municipali acting by and throu h its duly authorized City Manager, 5 ("City"), and ,J , 6 authorized to do business in Texas, acting by and throug its d Iy authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2.PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 MARINE CREEK INTERCEPTOR M-279A&M-365 IMPROVEMENTS—PHASE II--PART I 17 Ci1y Project No. 100274 18 Article 3. CONTRACT PRICE I9 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of� -o �il�,17� t,;1'kV �'lutNd"tV Dollars ` 21 ($ �t5��1 "3 �� lJ+tjtt �jtiaz►.� o,,sara�kY�em l��r3dv 22 Article 4. CONTRACT TIME se Vf Q� -Dakkav i►.7Z� C�'N 4 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 270 days after the date when the 25 Contract Time commences to run,as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any,and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in.a A proceeding, 33 the actual loss suffered by the City if the Work is not completed on time.-Prccordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Six Hundred fi�y Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised 11.15.17 005243-2 Agreement Page 2 of 5 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non-Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents(project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Form 57 3. General Conditions. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7, Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of-the 66 Agreement and, if issued,become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 e. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6.INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of,the work and services to be performed 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the damages being 79 sought were caused, in whole or in part, by any act,omission or negligence of the city. 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs,expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised 11.15.17 005243-3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city,its officers,servants and employees,from and against any and all loss, damage 86 or destruction of property of the city,arising out of,or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification 89 provision is specifically intended to operate and be effective even if it is alleged or 90 proven that all or some of the damages beinz sou ht were caused in whole or in part, 91 by any act,omission or negligence of the city. 92 93 Article 7.MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article I of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of lit Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas,Fort Worth Division. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than theduly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II-PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised 11.15.17 005243-4 Agreement Page 4 of 5 122 The terms "boycott Israel"and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor. (1) does not boycott Israel; and(2) will not boycott Israel during the term of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form(1-9). Upon request by City,Contractor shall provide City with copies of 132 all I-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES,OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third-Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third-parry beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF FORT WORTH MARINE CREED INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised 11.15.17 005243-5 Agreement Page 5 of 5 166 167 IN WITNESS WIIEREOF, City and Contractor have each executed this Agreement to be 168 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 169 Date"). 170 Contractor: ve nus con'sivuCifort City of Fort Worth CowtPaAr , Im. a Jesus J. Chapa By: A Assistant City Manager ~ (Signature) A0 Date f` r 0. © Attest:� (Printed Name) ' City Se retary + Title: (A (Sea]) Address: oYC M&C C-ZOO Date:0 t/1 t1 15� Form 1295 No-2618—!994975-7 City/State/Zip: Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and Date administration of this contract, including ensuring all performance and reporting requirements. (AUME) (Titlg) dew e,z� Approved as to Form and Legality: Douglas W. Black Senior Assistant City Attorney 171 172 APPROVAL RECOMMENDED: 173 �Q 1 174 C.� kl L 175 CHRIS HARDER,P.E. 176 ASSISTANT DIRECTOR, 177 Water Department 178 OFFICIAL RECOR11 CITY OF FORT WORTH MARINE CREEK INTERCFPTOR IMP tCQWMC Ii T i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSr n Pt I&I D 74 Revised 11.15.17 V T. 7P a' 0061 13-1 PERFORMANCE BOND Page 1 oft 1 SECTION 00 6113 Bond Number: 75170105 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Venus Construction Company, Inc. ,known as 8 "Principal"herein and The Guarantee Company of North America USA ,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 I 1 municipal corporation created pursuant to the laws of Texas,known as"City"herein, in the penal Two Million Eight Hundred Ninety Seven Thousand Three Hundred Seventy and no/100 12 surn of, Dollars 13 ($ 2,897 370.00 , lawful money of the United States,to be paid in Fort Worth, 14 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 15th day of January , 20 19,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 MARINE CREEK fNTERCEPTOR M- 22 279A&M-365 IMPROVEMENTS—PHASE Il,City Project No. 100274. 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfillly perforin 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 plans, 26 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. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100274 Revised July 1,2011 0061 13-2 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 15th day of 6 January ,20 19 . 7 PRINCIPAL: 8 Venus Construction Company, Inc. 9 10 11 BY:. 12 Signature 13 AT T: 14 15 SSI. � YrtStI��VJ 16 rincipal)Secretary Name and Title 17 18 Address: 1426 S. Main 19Mansfield TX 76063 20 21 22 4�nesstAas to Principal 23 SURETY: 24 The Guarantee Company of 25 North 26 27 E _ 28 J Signa ure 29 30 Lloyd Ray Pitts Jr-Attorney-1'n-Fact 31 Name and Title 32 33 Address: One Towne Square, Suite 1.470 34 Southfield, Michigan 48076 35 lam T 36 37 Witness as to Surety Telephone Number: (469) 250-4487(main office) 38 Melissa Pitts, Bond Secretary 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 0061 14-1 PAYMENTBOND Page I of 2 1 SECTION 00 6114 Bond Number: 75170105 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, _Venus Construction Company, Inc. known as 8 "Principal" herein, and The Guarantee CornpRny of North America USA , a 9 corporate surety (sureties), 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, Two Million Eight Hundred Ninety Seven Thousand Three Hundred Seventy and no/100 12 in the penal sum of Dollars 13 ($ 2,897.370.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County,Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 15th day of January , 20 19 , which Contract is hereby referred to and 19 matte a part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as MARINE CREEK INTERCEPTOR M-279A & M-365 22 IMPROVEMENTS—PHASE 11,City Project No. 100274. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised daly 1,2011 0061 14-2 PAYMENT BOND Page 2 of 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 15th day of 3 January 120 19 4 PRINCIPAL: Venus Construction Company, Inc. ATTEST: BY:�k!& 1-"`-��- Signaturepp"� aS�. 1'll C. rel�W ri cipal) See-retW Name and Title Address: 1426 S. Main Mansfield, TX 76063 i Hess as to rincipaI SURETY: The Guarantee Company of North Anwfi c USA , ATTEST: BY/, t �� Signature Lloyd Ray Pitts Jr-Attorney.-In-Fact (Surety)Secretary Name and Title Melissa Pitts, Bond Secretary Address: One Towne Square, Suite 1470 C� Southfield, Michigan 48076 Witness as to Surety Telephone Number: (469)250-4487 (main office) 5 6 Note: if signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation, if Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT'S—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 THE The Guarantee Company of North America USA GuARANTEEt. Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Lloyd Ray Pitts,Jr.,William D.Birdsong Pitts Fennell and Associates,LLC dba Pitts Birdsong Fennell&Associates its true and lawful attorneys)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA IDSA at a meeting held on the W1 day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attorneys)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. * ,IITEECa IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 2"d day of October,2015. THE GUARANTEE COMPANY OF NORTH AMERICA USA AtAER� /j��!/ff �✓J� STATE OF MICHIGAN Stephen C.Ruschak,President&Chief Operating Officer Randall Musselman,Secretary County of Oakland On this 2nd day of October, 2015 before me came the individuals who executed the preceding instrument, to me personally known, and;Oeing hy.me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of fhe Board o{,Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The fiuUrar�tbe Notary Public, State of Michigan Company of North America USA offices the day and year abbve written. County of Oakland ';'_.,,. ;• My Commission Expires February 27,2018 - - , Acting in Oakland County I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. 0, yec% IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 15th day of January 2019 y�41A ��* Randall Musselman,Secretary 7 Z�L-vv�7_ GUARANTEE TEXAS CONSUMER NOTICE 1. IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una q ueja: 2. You may contact your agent at: Puede comunicarse con su agent al 3. You may call The Guarantee Company of North Usted puede Ilamar ai numero de telefono gratis de America USA's toll-free telephone number for The Guarantee Company of North America USA's information or to make a complaint at: 1-866-328- para informacion o para someter una queja al.- 0567 l:0567 1-866-328-0567 4. You may also write to The Guarantee Company of Usted tambien puede escribir a to The Guarantee North America USA at: Company of North America USA; One Towne Square, Suite 1470 One Towne Square, Suite 1470 Southfield, Michigan 48076 Southfield, Michigan 48076 Web: www,theguaran.teeus.com Web: www.theguaranteeus-com E-mail: lnfo(cDtheguaranteeus.Com E-mail: Info.Otheguaranteeus.com Fax: 248-750-0431 Fax: 248-750-0431 5. You may contact the Texas Department of Puede comunicarse con el Departamento de Seguros de Insurance to obtain information on companies, Texas para obtener information acerca de companies, coverages, rights or complaints at: 1-800-252- coberturas, derechos o quejas al: 1-800-252-3439 3439 6. You may write the Texas Department of Insurance: Puede escribir al Departmento de Seguros de Texas: 333 Guadalupe Street 333 Guadalupe Street P.O. Box 149104 P.O. Box 149104 Austin, TX 78701 Austin, TX 78701 Fax: (512)490-1007 Fax: (512)490-1007 Web: http:/lww.tdi.texas.gov Web: http://ww.tdi.texas.gov E-mail: ConsumerProtectiona-tdi.texas.gov E-mail: ConsumerProtectionO--tdi.texas.gov 7. PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a un premium or about a claim you should contact the reclamo, Bebe comunicarse con el (agente) (la compania) (agent) (company) (agent or the company) first. If agente o la compania) primero. Si no se resuelve la the dispute is not resolved, you may contact the disputa, puede entonces comunicarse con el departarrmento Teas Department of Insurance. (TDI). 8. ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es solo para This notice is for information only and does not proposito de information y no se convierte en parte o become a part or condition of the attached condition dei document adj unto. document. Rev. 1212115 Page 1 of 1 dnp Towne Squarp,Suite 1470,Southfield,Michigan,USA48076 I Tem:248.281.0281 1.866-328.0567 1 Fax_248.750.0431 f o i 1 02015 The Guarantee Company of Norlh America-The Guarantee is a trademark of The Guarantee Company of North America.All rights re-erved. 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 Bond Number: 75170105 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Venus Construction Com an Inc. ,known as 8 "Principal"herein and The Guarantee Company of North America USA,a corporate surety 9 (sureties, if more than one)duly authorized to do business in the State ofTexas, known as 10 "Surety"herein(whether one or snore),are held and firmly bound unto the City of Fort Worth,a I I municipal corporation created pursuant to the laws of the State of Texas, known as"City"herein, Two Million Eight Hundred Ninety Seven Thousand Three Hundred Seventy and no/100 12 in the sum of Dollars 13 ($ 1897.370.00 370.00 ,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 1.5 successors,we bind ourselves,our heirs,executors,administrators,successors and assigns,jointly 16 and severally,firmly by these presents. 17 18 WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 the 15th day of January 20__1,9 which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully 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 MARINE CREEK 24 INTERCEPTOR M-279a&M-365 IMPROVEMENTS—PHASE II,City Project No. 100274; 25 and 26 2.7 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the.plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 3I 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 1 2 NOW THEREFORE,the condition of this obligation is such that if Principal shall 3 rernedy any defective Work,for which timely notice was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 5 full force and effect. 6 7 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall Iie in 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 14 Worth Division;and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 I9 20 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II--PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July I,2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 15th day of 3 January ,20 19 4 5 PRINCIPAL: 6 Venus Construction,Company, Inc. 7 9 BY�����C�� 10 Signature 11 12 13 � t n,, h 1►� Slr 14 �(*PrinciSe6crejtfarTy Name and Title 15 16 Address: 1426 S. Main 17 Mansfield, TX 76063 18 944") 20 fitness as to Principal 21 SURETY: 22 The Guarantee Company of 23 NoCth Amepi(za USA - 24 25 BY- 26 Si6atttre 27 28 Lloyd_gay Pitts Jr- Attorne -tn-Rct 29 AT Name and Title 30 31 n4zz Address; One Towne Square, Suite 1470 32 (Sur ty)S��ecretaryMelissa Pi33 s, Bond Secretary Southfield Michigan 48076 34 Alae-&riv _"�/ 35 Witness as to Surety Telephone Number: (469) 250-4487 (train office) 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 4t CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 l THE The Guarantee Company of North America USA - GUAR>ANTEEm Southfield,Michigan �®SER ®F ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Lloyd Ray Pitts,Jr.,William 0.Birdsong Pitts Fennell and Associates,LLC dba Pitts Birdsong Fennell&Associates its true and lawful altorne.y(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked, pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attorneys)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Deparlment of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. sqgAmt IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 2"d day of October,2015. THE GUARANTEE COMPANY OF NORTH AMERICA USA STATE OF MICHIGAN Stephen C.Ruschak,President&Chief Operating Officer Randall Musselman,Secretary County of Oakland On this 2nd day of October,2015 before me came the individuals who executed the preceding instrument, to me personally known, and being tty me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed 70 said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee 44;i_rt. Notary Public, State of Michigan Company of North America IDSA offices the day and yearrabove write ... County of Oakland My Commission Expires February 27,2018 Acting in Oakland County ' I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is stili in full force and effect. ,m►�+r IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 15th day of January 2019 a' cp r m 4 �"'""E` 4 Randall Musselman,Secretary l ' r GUARANTEE" TEXAS CONSUMER NOTICE 1. IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una q ueja: 2. You may contact your agent at: Puede comunicarse con su agent al 3. You may call The Guarantee Company of North Usted puede Ilamar al numero de telefono gratis de America USA's toll-free telephone number for The Guarantee Company of North America USA's information or to make a complaint at: 1-866-328- para information o para someter una queja al: 0567 1-866-328-0567 4. You may also write to The Guarantee Company of Usted tambien puede escribir a to The Guarantee North America USA at: Company of North America USA; One Towne Square, Suite 1470 One Towne Square, Suite 1470 Southfield, Michigan 48076 Southfield, Michigan 48076 Web: www.thecivaranteeus.com Web: www.the4.uaranteeus.com E-mail: Info the quaranteeus.com E-mail Info theguaranteeus.com Fax: 248-750-0431 Fax: 248-750-0431 5. You may contact the Texas Department of Puede comunicarse con el Departamento de Seguros de Insurance to obtain information on companies, Texas para obtener informacion acerca de companies, coverages, rights or complaints at: 1-800-252- coberturas, derechos o quejas ai: 1-800-252-3439 3439 6. You may write the Texas Department of Insurance: Puede escribir al Departmento de Seguros de Texas: 333 Guadalupe Street 333 Guadalupe Street P.O. Box 149104 P.O. Box 149104 Austin, TX 78701 Austin, TX 78701 Fax: (512) 490-1007 Fax: (512)490-1007 Web: http://ww.tdi.texas.q Web: http:llww.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas_gov E-mail: ConsumerProtectionOtdi.texas.gov 7. PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a un premium or about a claim you should contact the reclamo, debe comunicarse con el (agente) (la compania) (agent) (company)(agent or the company)first. If agente o la compania) primero. Si no se resuelve la the dispute is not resolved, you may contact the disputa, puede entonces comunicarse con el departamento Teas Department of Insurance. (TDI). 8. ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es solo para This notice is for information only and does not proposito de informacion y no se convierte en parte o become a part or condition of the attached condition del document adj unto. document. Rev. 12/2115 Page 1 of 1 one Towne Square,Suite 1470,Soulhf;Ad,Michigan,USA 48476 I Tel:248.281.0251 1.868.328.05611 Fax:248.750.0431 s 0 2015 The Guarantee Company of North America_The Guarantee Is a trademark of The Guarantec Company of North America.All rights reserved. ASO®® CERTIFICATE OF LIABILITY INSURANCE DATE 1/MM1DDt19) THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Ben Bolton Pitts Birdsong Fennell & Associates PHONE FAX WC,No: 12770 Coit Road E-MAIL bbolton@pbfassoc.com ADDRESS: Suite 1220 INSURER(S)AFFORDING COVERAGE NAIC 0 Dallas TX 75251 INSURFRA:BITCO National Insurance Company 2010.9 INSURED INSURER B:Travelers Property Casualty Insurance C 36161 Venus Construction Co., Inc. INSURER C: Midlothian Machinery, LLC INSURER D: PO Box 90 INSURERE: Mansfield TX 76063 INSURERF: COVERAGES CERTIFICATE NUMBER:18-19 Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR. ADDL SUER POLICY EFF I POLICY EXP TYPE OF INSURANCE LTR POLICYNUMBER MMlODNYYY MIVI.. YYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE �OCCUR DAMAGE To RENTED 100,000 PREMISES Ea occurrence $ CLP3667282 4/16/2018 4/16/2019 MED EXP(Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'LAGGREGATF LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY El JEC07 LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: Employ..Benefit. $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A X ANYAUTO 80DILY INJURY(Per person) $ ALL OWNED SCHEDULED CAP3667283 4/16/2018 4/16/2019 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident Uninsured motorist combined single $ 500,000 X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 8,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 8,000,000 DED I X RETENTION$ 10,000 ZUP-15TS1009-18-RF 4/16/2018 4/16/2019 1$ WORKERS COMPENSATIONX PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER AMY PROPRIETORIPARTNER!EXECUTIVE MIA E.L EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBER EXCLUDED? WC3667281 4/16/2016 4/16/2019 (Mandatory in MH) E.L-DISEASE-EA EMPLOYEE $ 1.,000,000 If yes,describe under DESCRIPTION OF OPERATIONS.below E.L.DISEASE-POLICY LIMIT $ 1 000 000 A Leased/Rented CLP3667282 4/16/2018 4/16/2019 Unut $6501000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES( 101,Additional Remarks Schedule,may W attached If more Space is required) Project: Marine Creek 100274 The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non contributory basis. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF FORT WORTH THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 1000 Throckmorton ACCORDANCE WITH THE POLICY PROVISIONS. Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE Lloyd Pitts/STYA Q�rA�.a�..l O 1988-2094 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) 006125-1 CERTIFICATE OF INSURANCE Page I of I 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July I,2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febma yZ 2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 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............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 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................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS---PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnwy2,2016 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 Article 7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's Responsibilities........................ 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...................................................................................36 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 FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Fcbnk9ryZ 2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................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............................. 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 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................... ...52 .......................................... 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 1I-PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:FebnmryZ 201b Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febrtiwy2,2016 007200-1 GENERAL CONDITIONS Page 1 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. S. Bid 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnrazy2,2016 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-rale 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 Iisted 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE lI—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febnoy2,2016 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Fdmay 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. Petroleum—Petroleum, 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision;Febwaty2,2016 007200-1 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 PORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na. 100274 Revision:Febway2,20I6 007200-1 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, materiahnan, 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision!Febmary2,2016 City Project No.100274 007200-1 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—PRELIMINARY 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnjmy2,2016 007200-1 GENERAL CONDITIONS Page 8 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 form, 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 conforinity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RCity Project No. 100274 Revision:Febnuuy2,2016 007200-1 GENERAL CONDITIONS Page 9 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 crass 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 proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febniwy2,2016 007200-1 GENERAL CONDITIONS Page 10 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: 1. 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 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februay2,2016 City Project No. 100274 007200-1 GENERAL CONDITIONS Page 11 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE IT—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febnuuy2,20I6 007200-1 GENERAL CONDITIONS Page 12 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 4.42 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS---PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S City Project No. 100274 Revision:Febnny2,2016 007200-1 GENERAL CONDITIONS Page 13 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 final 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 aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—P14ASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febwary2,2016 007200-1 GENERAL CONDITIONS Page 14 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 limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febuary2,2016 00 7200-1 GENERAL CONDITIONS Page 15 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 4.06.G 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 Condition uncovered or revealed at the Site. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnay2,2016 007200-1 GENERAL CONDITIONS Page 16 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 attorney-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 reamed in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febnuazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 17 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 MARE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febftmy2,2016 407200-1 GENERAL CONDITIONS Page 18 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 Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE lI—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:FdxiuyZ 20 t6 007200-1 GENERAL CONDITIONS Page 19 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 6.01 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 20 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision;Febnkvy2,2016 007200-1 GENERAL CONDITIONS Page 21 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE[I—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:February 2,2016 007200-l GENERAL CONDITIONS Page 22 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 140274 Revision:FebniayZ 2016 007200-1 GENERAL CONDITIONS Page 23 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.B. 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 ofthe use ofsubstituted 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.B. 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:FebnoyZ 2016 007200-1 GENERAL CONDITIONS Page 24 of 63 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 1I—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febmaty2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 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 31 st 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision;February 2,2016 007200-1 GENERAL CONDITIONS Page 26 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 11th 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Februazy2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnay2,201 b 007200-1 GENERAL CONDITIONS Page 28 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. htti)://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. 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 OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE IT—PART] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 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 their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH MARINE CREED INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnoary2,2016 007200-1 GENERAL CONDITIONS Page 30 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. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS--PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febniary2,2016 007200-1 GENERAL CONDITIONS Page 31 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 limited purposes required by Paragraph 6.18.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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febnkuy2,2016 007200-1 GENERAL CONDITIONS Page 32 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 responsible, or CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnay2,2016 00 72 00-1 GENERAL CONDITIONS Page 33 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 OR PROVEN THAT ALL QR 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. 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 INDEMNIFICATION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnatyy2,2016 City Project No. 100274 007200-1 GENERAL CONDITIONS Page 34 of 63 SEECIFICALLY INTENDED TO OPERATE AND BE LFFECTIVE 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. 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 fiu-ther 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 the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febnuy2,2016 007200-1 GENERAL CONDITIONS Page 35 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 and 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 Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 36 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnuffy2,2016 007200-1 GENERAL CONDITIONS Page 37 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 Roberto Sauceda, P.E., or his/her successor pursuant to written notification from the Director of the Water 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 8.07. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnuy2,20i6 007200-1 GENERAL CONDITIONS Page 38 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febn vy2,2016 007200-1 GENERAL CONDITIONS Page 39 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: 1. 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febway2,2016 City Project No.100-274 007200-1 GENERAL CONDITIONS Page 40 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 Clain 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 further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Fehnmy2,2016 007200-1 GENERAL CONDITIONS Page 41 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 11.01.13, 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. Payroll 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febn3my2,2016 007200-1 GENERAL CONDITIONS Page 42 of 63 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, Iess 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 140274 Revision;FebmwyZ 2016 007200-1 GENERAL CONDITIONS Page 43 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, timekeepers, 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 11.01.A.1 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnury2,2016 007200-1 GENERAL CONDITIONS Page 44 of 63 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 WORTI4 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Fdmimy2,2016 007200-I GENERAL CONDITIONS Page 45 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 46 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 12.01.13.2, 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 12.01.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 11.01.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 11.01.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 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febniary2,2016 007200-1 GENERAL CONDITIONS Page 47 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 11.01.A.6, and 11.013; 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 remedy 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 information or material, if any,which is to be furnished by the City. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—P14ASF II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision;Febnumy2,2016 007200-1 GENERAL CONDITIONS Page 48 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. I. 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febniary 2,2016 007200-1 GENERAL CONDITIONS Page 49 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. 1. 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 defective 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febnkuy2,2016 007200-1 GENERAL CONDITIONS Page 50 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. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febuary2,2016 007200-1 GENERAL CONDITIONS Page 51 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 engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 52 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 OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:FebromyZ2016 007200-1 GENERAL CONDITIONS Page 53 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 WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE If—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Februay2,2016 007200-1 GENERAL CONDITIONS Page 54 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 bas 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.e 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 Iater than the time of payment free and clear of all Liens. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—P14ASE II—PANT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Febniwy Z 2016 007200-1 GENERAL CONDITIONS Page 55 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: I. 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 time 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 56 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 CIaims against City that Contractor relieves 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 sum 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 Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Ii—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnumy2,2016 007200-1 GENERAL CONDITIONS Page 57 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 to 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:February 2,2016 007200-1 GENERAL CONDITIONS . Page 58 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 limitation, 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 #20020-12-201]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 bankrupt, 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 pennitted 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 160274 Revision:FebnjmyZ 2016 007200-1 GENERAL CONDITIONS Page 59 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 15.023, 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 bored 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revision:Fdxuaty 2,2016 007200-1 GENERAL CONDITIONS Page 60 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febmmy2,2416 007200-1 GENERAL CONDITIONS Page 61 of 63 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Febnkw 2,2016 007200-1 GENERAL CONDITIONS Page 62 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—MISCELLANEOUS 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 if: 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision;Febnumy2,2016 007200-1 GENERAL CONDITIONS Page 63 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revision:Fdx uvy 2,2016 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.I.,"Availability of Lands" 34 35 The following is a list of known outstanding right-of-way,and/or easements to be acquired, if any as of: 36 37 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 38 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 39 and do not bind the City. 40 41 If Contractor considers the final easements provided to differ materially from the representations on the 42 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 43 notify City in writing associated with the differing easement line locations. 44 45 SC-4.01A.2,"Availability of Lands" 46 47 Utilities or obstructions to be removed,adjusted,and/or relocated CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 2 The following is list of utilities and/or obstructions that have not been removed,adjusted, and/or relocated 3 as of July 11, 2018 4 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT Barnett Gathering, LLC Charles Vaughan 6 natural gas pipeline NIA (817)584-5371 Station 1 tai+43 .................. .............._..................................................................................--......................................................................................._.........................................................-............................................... 5 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 6 and do not bind the City. 7 8 SC-4.02A.,"Subsurface and Physical Conditions" 9 10 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 11 12 Geotechnical Reports No. 117-17-218 and 117-17-230,dated August 2017 and April 2018,prepared by 13 CMJ Engineering, Inc. a sub-consultant of Ha ff'Associates, Inc., a consultant of the City,providing 14 additional information on Marine Creek Interceptor Improvements—Phase 11. 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 18 None 19 20 SC-4.06A.,"Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 None. 24 25 SC-5.03A.,"Certificates of Insurance" 26 27 The entities listed below are"additional insureds as their interest may appear" including their respective 28 officers,directors,agents and employees. 29 30 (1) City 31 (2) Consultant: None 32 (3) Other:.,Vone 33 34 SC-5.04A.,"Contractor's Insurance" 35 36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 37 coverages for not less than the following amounts or greater where required by laws and regulations: 38 39 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 40 41 Statutory limits 42 Employer's liability 43 $100,000 each accident/occurrence 44 $100,000 Disease-each employee 45 $500,000 Disease-policy limit 46 47 SC-5.04B.,"Contractor's Insurance" CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 2 5.04B. Commercial General Liability,under Paragraph GC-5.048.Contractor's Liability Insurance 3 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 4 minimum limits of: 5 6 $1,000,000 each occurrence 7 $2,000,000 aggregate limit 8 9 The policy must have an endorsement(Amendment Aggregate Limits of Insurance)making the 10 General Aggregate Limits apply separately to each job site. 11 12 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 13 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 14 15 SC 5.04C.,"Contractor's Insurance" 16 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 17 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 18 19 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 20 defined as autos owned,hired and non-owned. 21 22 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 23 least: 24 25 $250,000 Bodily Injury per person 26 $500,000 Bodily lnju►yper accident/ 27 $100,000 Property Damage 28 29 SC-5.04D.,"Contractor's Insurance" 30 31 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 32 material deliveries to cross railroad properties and tracks. None. 33 34 The Contractor shal I conduct its operations on railroad properties in such a manner as not to interfere with, 35 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 36 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 37 Entry Agreement"with the particular railroad company or companies involved,and to this end the 38 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 39 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 40 to the Contractor's use of private and/or construction access roads crossing said railroad company's 41 properties. 42 43 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 44 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 45 railroad Company for a term that continues for so long as the Contractor's operations and work cross, 46 occupy,or touch railroad property: 47 48 (1) General Aggregate: $Con trm Limits,with„Railroad 49 50 (2) Each Occurrence: ,SConfirm Limits„with Railroad 51 52 Required for this Contract X Not required for this Contract 53 54 With respect to the above outlined insurance requirements,the following shall govern: 55 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at-grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company,separate coverage may be required,each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing, insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way, all such other work may be covered in a single policy for that railroad,even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named, as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04.,"Project Schedule" 31 32 Project schedule shall be tier for the project. 33 34 SC-6.07.,"Wage Rates" 35 36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 37 Appendixes: 38 39 Buzzsmv location, Resources/02-Construction Documentsi Specifications/Div 00-General Conditions/CFW 40 Wage Rate Table 20080708.pdf 41 42 SC-6.09.,"Permits and Utilities" 43 44 SC-6.09A.,"Contractor obtained permits and licenses" 45 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 46 None 47 48 SC-6.09B."City obtained permits and licenses" 49 The following are known permits and/or licenses required by the Contract to be acquired by the City None 50 51 SC-6.090."Outstanding permits and licenses" 52 53 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of July 11. 54 2018: 55 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 o£6 1 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION .None 2 3 SC-6.24B.,"Title VI,Civil Rights Act of 1964 as amended" 4 5 During the performance of this Contract,the Contractor,for itself, its assignees and successors in interest 6 (hereinafter referred to as the "Contractor")agrees as follows: 7 8 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 9 nondiscrimination in Federally-assisted programs of the Department of Transportation(hereinafter, 10 "DOT")Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to time, I1 (hereinafter referred to as the Regulations),which are herein incorporated by reference and made a part 12 of this contract. 13 14 2. Nondiscrimination: The Contractor,with regard to the work performed by it during the contract,shall 15 not discriminate on the grounds of race,color,or national origin, in the selection and retention of 16 subcontractors,including procurements of materials and leases of equipment. The Contractor shall not 17 participate either directly or indirectly in the discrimination prohibited by 49 CFR,section 21.5 of the 18 Regulations,including employment practices when the contract covers a program set forth in 19 Appendix B of the Regulations. 20 21 3. Solicitations for Subcontractors,Including Procurements of Materials and Equipment: In all 22 solicitations either by competitive bidding or negotiation made by the contractor for work to be 23 performed under a subcontract, including procurements of materials or leases of equipment,each 24 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 25 under this contract and the Regulations relative to nondiscrimination on the grounds of race,color,or 26 national origin. 27 28 4. Information and Reports: The Contractor shall provide all information and reports required by the 29 Regulations or directives issued pursuant thereto,and shall permit access to its books,records, 30 accounts,other sources of information and its facilities as may be determined by City or the Texas 31 Department of Transportation to be pertinent to ascertain compliance with such Regulations,orders 32 and instructions. Where any information required of a contractor is in the exclusive possession of 33 another who fails or refuses to furnish this information the contractor shall so certify to the City,or the 34 Texas Department of Transportation,as appropriate,and shall set forth what efforts it has made to 35 obtain the information. 36 37 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 38 nondiscrimination provisions of this Contract,City shall impose such contract sanctions as it or the 39 Texas Department of Transportation may determine to be appropriate,including,but not limited to: 40 41 a. withholding of payments to the Contractor under the Contract until the Contractor 42 complies,and/or 43 b. cancellation,termination or suspension of the Contract,in whole or in part. 44 45 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs(1)through 46 (6)in every subcontract,including procurements of materials and leases of equipment, unless exempt 47 by the Regulations,or directives issued pursuant thereto.The Contractor shall take such action with 48 respect to any subcontract or procurement as City or the Texas Department of Transportation may 49 direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, 50 however,that, in the event a contractor becomes involved in,or is threatened with, litigation with a CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised January 22,2016 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 subcontractor or supplier as a result of such direction,the contractor may request City to enter into 2 such litigation to protect the interests of City,and,in addition,the contractor may request the United 3 States to enter into such litigation to protect the interests of the United States. 4 5 Additional Title VI requirements can be found in the Appendix. 6 7 SC-7.02..,"Coordination" 8 9 The individuals or entities listed below have contracts with the City for the performance of other work at 10 the Site: 11 Vendor Scope of Work Coordination Authority None 12 13 14 SC-8.01,"Communications to Contractor" 15 16 None 17 18 SC-9.01.,"City's Project Manager" 19 20 The City's Project Manager for this Contract is Roberto Sauceda,or his/her successor pursuant to written 21 notification from the Director of Water Department. 22 23 SC-13.03C.,"Tests and Inspections" 24 None 25 26 SC-16.01C.1,"Methods and Procedures" 27 28 29 30 31 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 FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENT—P14ASE 11—PARI'I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised January 22,2016 01 11 00-1 SUMMARY OF WORK Pagel of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A_ Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract 11 2. Division I -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials,and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 01 1100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 18 lawns,fences,culverts,curbing, and all other types of structures or improvements, 19 to all water, sewer,and gas lines,to all conduits, overhead pole lines,or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company, individual,or other,either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission,neglect,or misconduct in the manner or method or 31 execution of the Work,or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight,and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR 1MPRowMENCS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 011100-3 SUMMARY OF WORK Page 3 of 3 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100274 Revised December 20,2012 012500-I SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily Iimited to: 17 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names,or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers,provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 1 l Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 100274 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified I9 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm _Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 0131 19-1 PRECONSTRUCTION MEETING Page I of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 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 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1_ Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised August 17,2012 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 c. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way,utility clearances,casements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised August 17,2012 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised August 17,2012 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1- Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule,attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule,including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3, Attendees 38 a. Contractor CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. fn general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems,conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 In. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable,meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 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 Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2-No schedule submittal required by contract, but will require some 25 milestone dates. Small,brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein.Majority of City projects, including all bond program 28 projects 29 d. Tier 4- Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5- Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day,working 37 days per week,the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2, if no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised.Poly 1,2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time Iimit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties,strikes,unavoidable delays on the part of the City or its 28 representatives,and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays,affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors,the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBIVHTTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document, 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised hily 1,2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS--PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page I of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 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 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 1I—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 01 3233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3- EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 013300-1 SUBMITTALS Page] of 8 ] SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Tithes 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised Deceinher 20,2012 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B-3rd submission,C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 %2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled inforination 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 c. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I I—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 013300-4 SUBMITTALS Page 4 o€8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12)As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 1. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials,fabrication,and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site,or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 OI3300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 I) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor sball submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. I9 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy,for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code ] 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 l) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however,all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH MARINE CREEK IN'T'ERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 01 3300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI"followed by series number,"-xxx", beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 I PART 2- PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson I AKA Working Days modified to Calendar Days 5 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 01 35 13-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 b. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include,but are not necessarily limited to: 21 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 —General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2, Railroad Flagmen CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2412 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification,unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines(more than 600 volts measured between 35 conductors or between a conductor and the ground)shall be in accordance with 36 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 1I--PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100274 Revised December 20,2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 L General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as"AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 l) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 28 with the National Weather Service,will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However,the Contractor may begin work prior to 10:00 a.m. if- 34 f34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD),diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives,Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage,24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE If—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time,existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required,coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 1. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 c. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project_ Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH MARINE CREED INTERCEPTOR IMPROVEMENTS—PHASE I[—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 0135 13-6 SPECIAL PROJECT PROCEDURES Page 6 of S 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.5—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of S 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 s CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION FI'tIILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORTH Daft, Doe NO.xxxx ftv,em Llama: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILI'T'Y 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. A.I. (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIULE. THANK YOU, ,CONTRACTOR 4 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Fonns and Conditions of the Contract 11 2. Division 1 —General Requirements I2 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City, sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance,that testing will be perfonned. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 01 45 23-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) I copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered Ioad of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS {NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 ot5000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power, light,heat and other utility services necessary for 32 execution, completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone I 1 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II--PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100274 Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary.Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] /[RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 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 Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control,a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July I,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control I 1 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3.0 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDAR©CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 Ol 5526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Port Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1, Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division I —General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than I acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 2.6 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2, l to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send I copy to City Department of 13 Transportation and Public Works, Environmental Division,(817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817)392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 013 3 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 1I—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised duly 1,2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 015813 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Fonns and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2I 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. I00274 Revised July 1,2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of%-inch fir plywood, grade A-C (exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 01 5813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources102 -Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use, including but not limited to,that 27 manufacturer's standard product. 28 E_ See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS ]NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS--PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 I SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification I2 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 2.1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's 38 Project Representative, CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAIVIINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised Aly 1,2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 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 1. Mobilization and Demobilization 7 a. Mobilization 8 l) Transportation of Contractor's personnel,equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 1 l at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment,and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised November 22,2016 017000-2 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 1 Cenral 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 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 I.1.A.2.a.2) CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised November 22,2016 017000-3 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.I.A.3.a.1) 21 2) Demobilization as described in Section 1.1.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 I.1.A.4.a) 36 2) Demobilization as described in Section 1.1.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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY,STORAGE,AND HANDLING [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 END OF SECTION 8 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. 9 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised November 22,2016 . 7 F RT W o ORTH& Section 017123.01 - Attachment A Survey Staking Standards February 2017 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 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.pdf) 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. Storrs Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\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 11. 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 YELLOW+ TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER ,m at .ti III. 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 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01 Attachment A—Survey Staking Standards.docx Page 3 of 22 IV. 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 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 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. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert—Conformal—Conic Fa Ise_Easting: 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 Nate: 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 rile Naming Convention below F. Preferred Deliverable Format Axt 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 project that has surface coordinates which must be translated: File 1: C1234 As-built of Water on Main Street Grid NAD83 TXSP 4202.csv \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\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 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-Genera[ Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 6 of 22 ry CL _ w 0 m d co J Q z LJ H J � C H m Q J �------ 1016 EL.= 100.OD' W z cr u W LLIi� :. L Lei _ W 0 iY 00 Q LLJ Q Ld Q W LL- W m CL d X rr- O C 1 N=5000.00 E=5000.00 =___ � r y V. Water Staking Standards \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01_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 11. 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 V1. 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 Ill. 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 Ill. 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. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb 11. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main III. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults 1. Offsets should be perpendicular to the proposed water main Il. RIM grades should only be provided if on plans Example Water Stakes \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specificat ions\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 C 9 � �Ir � gro 0 < 3 O t #/ 7 m / aE - w � o <Ul W,w \ / \ ; � �§/2 2®� � \ F-- 0 0 ƒ 3 O f W/L101 87- e, ƒ , LLJ \ < § __ EL-mk \ m � do Ld � f \ / \ c� t 3-j ®k \ ]_ / g E k{ \ � * \ L,' ko Is \ ®� Q gz z a ]m \ 2a LLI k \ / §= R§ 2 ? K §# ° - b§ m + 0 / � o w 7� : I2 =jam L °K O d _W§7 & 2@m� < m ! ƒf¢a _ \ � & @ ]�/ V. Sanhary Sewers akln� %halfeA# Rod q2 4a254\00#S e 6m7k Aspe ngtom\Di 01-General Requirements\0171 23.16.01-Attachment A-Sue Staking SanArsdoa Page 9o2 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. 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 VIII. 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 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 I. 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 III. RIM grade should only be on the stake when provided in the plans \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 Example SanitarrV Sewer Stakes r"S uti < T' /S SS srk=43}710 �Co C-4-G& <w c-4" A C-0°43 W rlr A1 A 4 Is �� �Q 29da 12) O/S SS �TA�3+71� sn C-3� = C-3 0.p>� d T HItaz gg w =g LL. 7' O/S SS R=1+@ <C-49LLI � 1 alb a� a NQ z �A w 4 EL y LLIw LIJ EL EL fL U' W O r Z a L X a p O b W O d �i z pC �Ir o Zvi LU 4. U54yJ � S77 W LU a. LU [L WD. WW wJ CD % < it Qts �fC �n an: a 6]w A rr o m az o o oq o a36 'o 7' f SS srr-0+o0 :a c-s N c- F+a " w LL- LL C l14LEd 7 Zn ma-i � a �a d12' O fS ss sra..a,�oa z c-� w 843 a C-ate m (7I WFS7 ujw � IL CD 0 Fm CI,�LL �4 0- v� "'O z9! N W IL Od4 T-0 {7 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 11 of 22 VII. Storm Sewer & Inlet Staking 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 ser 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. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. 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 II. 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 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Sto[m Inlet Stales FRONT FRONT (SIDE FACING (SIDE FACING ) IN LIEU OF RN K PAINTED LATHNO FL,",QQI.N.Q, ..REQQIFxED � n � m m o � 12 r � 1 HACK BACK (90E FAdNG R.aW.) {513E FAONG R.C.W.) IDENTIFIES MICH rn IDENT TIES MICH POINT} A ENR OF THE WINO F'€INT 0 END OF THE YANG BEING STAKED BEING STAKED �, zn HIE ELEVAntH $ INLET STATION HUH FLEYAI ON (IF NOTED ON PIANS) +� IDENTIFIES GRADE TfG TO TOP OF CURB T �f TI +� IDENTIFIES OP TO RJDMJNE 0 0 1 1 4 DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED 1LY - ' STANDARD DOUBLE 10' - P5:6- NUB PATH TACK ————— RECESSED DDLlBLE 10`_'JO.6?`T �... —— ---------- 1 I l BACK OF INLET I I ` (3y - fdANHOLE v I b I RIM BACK OF CURB BACK OF CURB YANG" :� '•t;'. °•k:;. - '•44iNG+ __ _ _ —-- FLCYA_INE: FACE OF INLET FACE OF INLET FLOW_NE --— —EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 13 of 22 VIII. Curb and Gutter Staking 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 VIII. 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 \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING q) 0 Q FRONT jo.nnn Erb FRONT {911E Fkklwa¢J TOFNGMT a FRONT (51CtE FACING ) PONIDENTIFIES �GJRVATURE �s' CEDE FACIN13 Q y ca FC m PT, BACK{{yy f{''��II�� - 11 QlL.rf\ + o T/ri I loEmms oFFSET IS TO (SIDE PAGING R, X) FDACKM F GE OF CUFSF/G POINT 3 9/ III I N IIII INENTIMES GRADE IS p T TO TOP OF GUM NO GRADE ON o III I HUB ELEVATION + RADIUS POINTS — IN LIEU C')F FINK PAINTEF- L AJIJ ! 1 I 1• I� �f ff l - —— - TCP OF CURB BACK OF CURB FACE OF CURB FLO%hAJ NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\01 71 23.16.01 Attachment A_Survey Staking Standards.docx Page 15 of 22 � §�§ � n 0 O./s + 4 m� � ��[����� � / � m 22� /! \ &E ( \§k , — — —— {O»m Ln \ $ ® °-2 \ \of - � N� Z C,¥ z qe \f§ 7 \| _M AD _e . \ § ( 'MIN La em z _9 5130NVMG '_ a Ia En § � C3 \mak Oz \ 3 \-R 6hal#a+#wpmA320#3 5 goGSpe#Aorkn\Sp fa§oa\D&oyGnemRegmemAt 01 71 23.16.01-Attachment A survey Staking kandawsdox Page 16 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) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURS UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED _CUT + FILL -LTI+RT GRADE ELEV. \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As-built Surdey 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 IV. 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 \\haiff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-Generai Requirements\01 71 23.16.01—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. \\halff.ad\ftw-prod\32000s\32654\001\specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 sass x aulyopo¢ y 9 dY CH O%1J3 Nd d7"- M i1 Rd L)MUM U vndd l ymm 5.67llws a N3bA a r 5�1 _ OS•Y1VIS 3N17 31 1 r ; 1� j' a, 7+J I WJ Y 4y .. --� -}-- - 74-15ft5a --7 r f �` Y�L - FI Tfl��• - S it \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 srAo- _mift 10Y.0AYrm 1w 5TAD:57ZO-�XK MW aV S!A V eA0-IZ WL(FLOM W REmw A SALV VGA'&WTI Ly y PAa'•IP WATER ECOWl TO FR t X TEE18SrN4*h1Y S7Jkl�3 SLFkY£ STA 019M-!2 WL tlg,�,gppR7Z&�tiD l-&WX 8'AEGSiM MT" h( AFF�AM3 P" C G Piz WE ViSCVE t!p VFJfI fFJpD SMvfws^8'RL e zsn 5nD m " t61st►E vYv ( P FIX M tar m ALF GAll4W1T LFAT1 v rwlrre�, 'k t(�prp tM'PAMVAEVC Fafk:,ra 0' ° �� $�r` � X•59�r03R0289 tan ,y , any :E2memto d it7,• Y� tF � +3 A, Lor! xorck3::,au x.F�tur rr 11Ly31V�,A0i0b r�,,•Pmc 9 BLK 6 rrK.n !dl"2 Vw N1rr„3 Ei-'.xyrW �,7 tl IWWRE? 18'.f•! �� s rs-_cae5�l> - rn S'g '� S PROPOSED j� €M.ME VALVE SEE SHEE7 STA -12' ' msrowj IDF A STA 0'0=_X K MWD LORI SFA A9'-1w_/Z STA.d --1oW lr3Tl11s I'MA1s l.VSFALb b0MAS"SLEEVE t1t'd3VERr.6EAb J6fZi3`VSWr."M 57 LF aF 0WATElf PFC &�3f/05 ! H riai7 657 GLf yECr TU I=r.!T.WATER E 2 16 0MR3 E+7_'�Gid83rd "BN""V9 E3DshE}'3S P \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A—Survey Staking Standards.docx Page 21 of 22 4Z61Z•X ^xgs?Iolxi+sy 43 1Pdv OF610 nN 1�315x1d AIA)'�-A.SM!�.l�V!!.1Ha0 U']Ir3atl7d�N N,3Ai7S WcrlµMS�NJ N3.tVM i � R k o g§ E k1a e fs s F sa�rSJFI� s L Iia N,� l�11 1 0 r _ b 3Nf1 55'd OS 0 Y LS 3NR "0171Y ,jaT � 91q a F AI ,. T ';� _ __.. . . L 4. E. IK pi tl10 s q �rt 7 4 f} s p. In Irk - -- -- -- ----- R _ 4 rr 1 1 23.16.01—Attachment A—Survey Staking Standards.docx Page 22 of 22 1' 3 f 11 if YS/ 1 I' Mf. If I Z y•. ���f1 • A =E -- ------- - -Ey kh IN ROOM --'••_- _- _•�.����- �_=_ arm' _ _ ��� .^•�c�-- _mss===.-_---�_==-- =_����J_�3����--cam s�=�=._ -� ��•.. -t�-�-r��-?-�-_ --`".'-. - =�c�=�-' faA3=�=�• acs ���':•'�r-=-.- -_ �-- Obviously the .csv or Axt 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 2296079165 726.09 SSMH RIM o 2 6946260.893 2296062.141 725.668 GV RIM tZ 3 6946307.399 2296038.306 726.85 GV RIM CGCG-SIF-+65-,C-'- 4 6946220,582 2296011.025 723.358 SSMH RIM 5 6946195.23 229601S116 722.123 GV RIM l� 6 6946190.528 2296022.721 722.325 FH 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 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM �pp 13 6945896.591 2295862.188 708.205 WIVI RIMT'i 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM CCC,i l}E -;Y C, 16 6945835.678 2295799.707 707.774 SSMH RIM t 1�-1 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 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM , 22 6945682.21 2295744.22 716.686 WM RIM co co 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM � 25 6945571.059 2295655.195 727.514 SSMH RIM C r/` -t 69AT 26 6945539,498 2295567.803 729.123 WM RIM 7D 27 6945519.834 2295619.49 732.689 WM RIM - 28 6945417.879 2295580.27 740.521 WM RIM 6 ��� 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.1.01 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM � 4 C 32 6945383.53 2295610,559 740.408 FH 33 6945321.228 2295551105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM ��.�-•� 38 6945142.015 2295557.666 750.853 WM RIM j 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527,345 752.257 SSMH RIM OF 41 6945041.024 2295552.675 751.79 WM RIM 42 6945038.878 2295552.147 751.88WMRIM y�r) y 43 6945006.397 2295518.135 752.615 WM RIMg;#{I` 44 6944944.782 7,295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.415 2295534.397 752.986 SSMH RIM \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\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. \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 -- ------------------- — — - - - -- - ---. ----. --- _- -- --- - -- -. - -- - -- fit A a r _ _ I R A � � � L i t tl ¢ z z a z - £ \\halff.ad\ftw-prod\32000s\32654\001\Specs\Working\Specifications\Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0--Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division i —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement,maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3_ As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include,but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position,dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings, 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 27 website)—01 71 23.16-01—Attachment A—Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library(fxl)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection)for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 01 7123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed redline drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason,the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City,a 29 sufficient number of stakes or markings have been lost,destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut,the Contractor shall perform 41 construction survey and verify control data including, but not limited to,the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it,as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12"and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location(and provide written documentation to the City)of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection,curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs, dead-end lines 41 (5) Casing pipe(each end)and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater—Not Applicable CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 1I—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location (and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves(gate,butterfly, etc.) 12 f) Air Release valves(Manhole rim and vent pipe) 13 g) Blow off valves(Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2- PRODUCTS 29 A. A construction survey will produce,but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors,grade beams,parking 35 areas,utilities, streets, highways,tunnels,and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing,when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements,as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS--PHASE 11--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.csv),formatted with X and Y coordinates in separate coli.imns(use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and,under certain circumstances, shall yield to specific 12 requirements.The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft.tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally,along a boundary or any other restrictive line. Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas,water,telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions,corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. I I b. The City may require at any time a survey"Field Check"of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD loR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at anytime deemed 23 necessary. 24 2_ Checks by City personnel or 3"party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 313 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised February 14,2018 01 7123-8 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 2/14/20I8 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 1 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised February 14,2018 017423-1 CLEANING Page I of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 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: 1 l 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1—General Requirements 13 3. Section 32 92 13 Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 110 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 01 7423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt,stains, fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5_ Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to,vaults,manholes, structures, 42 junction boxes and inlets. CITY OF PORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July I,2011 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities,and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] b 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 01 77 19-t CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 LG INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data, if required,in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 1I—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 0177 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 01 7823-1 OPERATION AND MAINTENANCE DATA Page] of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Fon-ns and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/Z inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 01 7823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND I I MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume,arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS---PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100274 Revised December 20,2012 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products,applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "troubleshooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 £ Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised December 20,2012 01 7823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves,engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 £ Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS--PHASE 11—PART 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 111 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.I—title of section removed 8 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised December 20,2012 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including. 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 --General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 31 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits,circuits, piping, 23 ducts,and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11--PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 01 7839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a"cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 312 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PRASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274 Revised July 1,2011 4014 Special Specification 4014 Interlocking Articulating Concrete Blocks jr0epartment fT�$tmetI 1. DESCRIPTION Furnish and install interlocking articulating concrete blocks and geotextile fabric underlayment to provide an erosion control matrix. 2. DEFINITION Interlocking Articulating Concrete Blocks(IACB). Adjacent concrete blocks that fit together in such a manner that they cannot be laterally pulled apart in any horizontal direction.The blocks lift vertically to disengage them from the adjoining blocks.The blocks are held together as a result of the geometric shape of the blocks,without using other accessories,and include a geotextile underlayment for subsoil retention. 3. MATERIALS Interlocking Articulating Concrete Blocks.Provide individual grid blocks consisting of a homogeneous mass of consolidated concrete.Ensure they are machine-made by a vibration and compression process and are composed of approved aggregates with a no-slump concrete mix. Use mix water that is clean,fresh,and free from oil,acids,soluble salts,and organic impurities. Manufacture in accordance with ASTM D 6684. Use cement conforming to ASTM C 150. Use aggregates conforming to ASTM C 33. When potentially reactive aggregates are used, replace 25%to 35%of the cement with a Class F fly ash meeting the requirements of the Departmental Material Specification DMS-8900,"Fly Ash"or replace 50%of the cement with Grade 100 or Grade 120 Ground Grandular Blast Furnace(GGBF)slag meeting the requirements of ASTM C 989. Use Type I I cement in sulfate or salt-water environments. Provide the manufacturer's Hydraulic Stability Test Report that complies with the test procedures under the Federal Highway Guideline Report FHWA-RD-88-181 or FHWA-RD-89-199 to determine the system's critical shear stress value. Install the anchoring devices such as helix anchors,duckbill anchors,shear pins,cables, etc.,used in the hydraulic stability test procedure in the field,in the same manner in which they were used during the hydraulic stability testing. Extrapolation of test data derived from testing smaller blocks or other methods is not allowed. Provide IACB's that meet or exceed the type stated on the plans. Provide IACB meeting the physical requirements in Table 1. Table 1 Minimum Block Physical Requirements Compressive Strength min 4000 lbs./sq.in.@ 28 days ASTM C140 Water Absorption ma 7% ASTM C140 Specific Weight min 130 lbs./cu.ft. ASTM C140 Minimum Critical Shear Stress 4 lbs,/sq.ft.or as shown on the plans Percentage Open Area As shown on the tans Prior to installation of the blocks,submit the following product information for review and approval of equivalent blocks: M Block Dimensions(L,W,H), 1 -4 02-15 OTU 4014 ■ Block weight and submerged weight, • Block moment arms(for use in calculation of block stability factor of safety by FHWA NHI 01-003, HEC 23, "Bridge Scour and Stream Instability Countermeasures,"Latest Edition),and ■ Block critical shear stress,7rc 3.1. Revetment Cable. Supply IACB with cables pre-manufactured as an assembly of concrete blocks when connected into mattresses by the use of revetment cables. Extend the revetment cable through 2 or more tunnels in each block in a manner that provides for binding of the mattresses in both the longitudinal and lateral directions. Use a cable conforming to ASTM D 4268-93. Fabricate the IACB mats at the manufacturer's plant or another approved location,into mattresses with a width of up to 8 ft.and a length of up to 20 ft. Construct polyester revetment cable of high tenacity,low elongating continuous filament polyester fibers. Provide cable consisting of a core construction comprised of parallel fibers contained within an outer jacket or cover. Ensure the weight of the parallel core is within 65%to 70%of the total weight of the cable. Provide revetment cable with the following minimum characteristics:nominal 30 mm diameter cable, 10,000 Ib, approximate average strength,6.6 Ib.1100 ft. and the elongation requirements shown in Table 2. Table 2 Elon ation Requirement Elongation Requirement based upon stabilized new,d cable) /o Breaking Strength Water Absorption ma 10% 20% 30% Permanent Elongation while working) 0.7 1.8 2.6 Elastic Elongation 0.6 1.4 2.2 Total Stretch 1.3 3.2 4.8 Use revetment cable exhibiting good to excellent resistance to most concentrated acids,alkalis,and solvents.Also,use cable impervious to rot,mildew,and degradation associated with marine organisms. Ensure the materials used in the construction of the cable are not affected by continuous immersion in fresh or salt water. Select cables and fittings made in a manner that ensures a safe design factor for mattresses being lifted from both ends,thereby forming a catenary. Consider the bending of the cables around hooks or pins during lifting.Select revetment cable splicing fittings so that the resultant splice provides a minimum of 75%of the minimum rated cable strength. Provide fittings such as sleeves,stops,and washers in accordance with the manufacturer's recommendations unless otherwise shown. 3.2. Filter Fabric Underlayment.Use Type 2 filter fabric as defined by DMS-6200,"Filter Fabric,"or of the type and properties as specified on the plans or approved equivalent. The filter fabric should be inert to chemicals commonly encountered in natural water and soil conditions. When woven filter fabric is used,the side edges of the filter fabric panels should be salvaged or otherwise finished as to prevent filaments from pulling away from the edges. During periods of shipment and storage,protect the filter fabric from direct sunlight, ultraviolet rays,and temperatures greater than 140°F.Keep the filter fabric in its protective covering. If the filter fabric protective covering is damaged or removed,immediately cover the filter fabric with an opaque tarp or move the filter fabric to an indoor storage facility. Filter fabric will be rejected at the time of installation,as determined by the Engineer,if removed from its protective cover for over 72 hr.,or has defects,tears,punctures or shows deterioration or damage incurred during manufacture,transportation or storage. 2-4 02-15 OTU 4014 4, CONSTRUCTION 4.1. Earthwork.Construct the areas where placing the filter fabric and IACB's to the lines and grades as shown on the plans.Where such areas are below the allowable grade,place and compact these areas to grade in layers not exceeding 8 in.of the selected material. Use the depth of layers and amount of compaction necessary to obtain a density equal to the adjoining undisturbed soil. Remove obstructions,such as but not limited to,roots, lumps,and projecting stones larger than one inch. Remove soft or low-density pockets of material and fill the resulting void with select,compacted material. Use a compaction of 90%or greater of the optimum value as determined by Test Method Tex-114-E. Construct the finished sub-grade to exhibit a raked, rolled,or otherwise smooth planer profile within 0 in.to 0.5 in.tolerance within a 10 ft.straightedge from established sub-grade elevation shown on the plans or as approved by the Engineer. Immediately prior to placing the filter fabric and the IACB,Engineer will inspect the prepared area.Do not place filter fabric or blocks until the Engineer approves that area.Prior to placing blocks, perform any necessary repairs to the finished grade at no expense to the Department. 4.2. Placing Filter Fabric. Place the filterfabric directly on the prepared area.Overlap the longitudinal and transverse joints a minimum of 2 ft. Insert the securing staples,as needed,through both strips of overlapped fabric along one line through the midpoint of the overlap to temporarily hold the filter fabric panels in place until the IACB can be placed. Place only 200 sq.ft.or less of filter fabric before covering with the IACB. If the filter fabric is installed and not covered with the IACB for more than 2 days,lift the blocks and inspect the surface of the slope for slope defects. Lift uncovered filter fabric after a heavy rainfall and inspect the area for slope damage. Place the filter fabric directly on the prepared area. Place the fabric smoothly on the subgrade minimizing tension,stress,folds,and wrinkles. After placing,do not unnecessarily walk on or disturb the filter fabric unless required to preserve contact with the subgrade. Do not allow equipment on unprotected filter fabric. Protect the fabric from binding,clogging, tears,and other damage while installing. Place the filter fabric strips from downstream to upstream. Overlap successive filter fabric sheets such that the upstream sheet is placed over the downstream sheet or the upslope sheet is placed over the downslope sheet. Overlap adjoining fabric sections a minimum of 2 ft. Replace or repair,at no additional cost,fabric damaged while placing the blocks,as directed. Repair all torn, punctured,or otherwise damaged areas by placing a fabric patch of the same material over the area and extending it a minimum of 3 ft.beyond the perimeter of the tear or damage. Orient the patch material so that its fibers are aligned with the damaged filter fabric fibers. 4.3. Placing Interlocking Articulating Concrete Blocks(IACB).Place the IACB individually on the filter fabric to produce a continually interlocking surface free from field seams and on non-interlocked connections except as approved by the Engineer,or as shown on the plans.Construct the IACB to the specified lines and grades shown on the plans.The Engineer will make final acceptance and approval of the installation. If shown on the plans, backfill the voids of the IACB with seeded and fertilized topsoil. Prior to placing the topsoil,inspect the concrete blocks for damage. Replace and grout individual concrete blocks which are cracked and which are reduced in individual block weight by 113,prior to placing the topsoil. Excavate and prepare foundations for the IACB anchor trenches,toe trenches and aprons,top trenches, upstream termination trenches,and downstream termination trenches as shown on the plans. 4.4. Placing Interlocking Articulating Concrete Blocks(IACB)with Cables.Place the JAC8 with cables on the filter fabric in prefabricated mattresses or by individual concrete blocks. 3-4 02-15 OTU 4014 Place individual concrete blocks subject to the spacing and level parameters as specified in prefabricated mattresses. Thread revetment cables into the blocks as the placement proceeds and fasten them with approved sleeves,fittings,or fasteners per the manufacturer's recommendations. Place prefabricated mattresses with mats attached to a spreader bar or other approved device to aid in lifting and placing the mats in their proper position by the use of a crane or other approved equipment. The equipment used should have adequate capacity to place the mats without bumping,dragging,or otherwise damaging the bedding layer. Place the mats side by side or end to end,so that the mats totally positive interlock with each other.The maximum allowable space or gap between mattresses is 2 in.,except that local wider gaps may be accepted if approved by the Engineer.No overlapping of mats will be accepted and no blocks may project more than 1 in. beyond the adjacent blocks. Place the mats in accordance with the manufacturer's recommendations and the plan details.As adjacent mats are placed,secure them to each other by connecting the protruding cables together with sleeves.Do not allow des to protrude beyond the mat surface.Fasten with approved sleeves. Construct IACB with cables to the specified lines and grades shown on the plans.The Engineer will make final acceptance and approval of the installation. If shown on the plans,backfill the voids of the IACB with cables using seeded and fertilized topsoil. No more than 500 sq.ft.of IACB with cables should be exposed unturfed. Prior to placing topsoil,inspect the concrete blocks for damage. Replace and grout individual concrete blocks,which are cracked and which are reduced in individual block weight by 113,prior to placing the topsoil. Excavate and prepare foundations for the IACB with cables anchor trenches,toe trenches,and aprons, top trenches,upstream termination trenches,and downstream termination trenches as shown on the plans. 5. MEASUREMENT 5.1. Interlocking Articulating Concrete Blocks(IACB). Measurement will be measured by the square foot, complete in place. 5.2. Interlocking Articulating Concrete Blocks(IACB)with Cables. Measurement will be measured by the square foot,complete in place. 6. PAYMENT 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 for"Interlocking Articulating Concrete Blocks'or "Interlocking Articulating Concrete Blocks with Cables,"of the size specified. This price is full compensation for furnishing the materials,tools,equipment,labor,and incidentals necessary to complete the work. If required,furnishing and placing the topsoil,fertilizer,and seeding will be measured and paid for by the pertinent bid items. 4-4 02-15 OTU STANDARD SPECIFICATION POLYMER CONCRETE MANHOLES POLYMER CONCRETE MANHOLES PART 1 GENERAL 1.01. SCOPE This specification covers polymer concrete manholes intended for use in sanitary sewers, storm sewers and water lines where corrosion resistance is required 1.02. REFERENCES ASTM C 478 (most current) Standard Specification for Precast Reinforced Concrete Manhole Sections ASTM C 579 (most current) Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic, Surfacing, and Polymer Concretes ASTM C 443 (most current) Standard Specification for Joints for Concrete Pipe u Manholes Using Rubber Gaskets ASTM C 580 (most current) Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes ASTM C 857 (most current) Standard Practice for Minimum Structural Design Loading for Underground Utility Structures ACI 350-06 Code Requirements for Environmental Engineering Concrete Structures & Commentary ACI 440.1 R-15 Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer(FRP) Bars ACI 548.6R-96 Polymer Concrete-Structural Applications State-of-the-Art Report ASTM D 648 (most current) Test Method for Deflection Temperature of Plastics Under Flexural Load in Edgewise Position ASTM D 6783 (most current) Standard Specification for Polymer Concrete Pipe ASTM D 2584 (most current) Test Method for Ignition Loss of Cured Reinforced Resins ASTM C 923 (most current) Standard Specifications for Resilient Connectors between Concrete Manholes Structures and Pipe ASTM C 990 (most current) Standard Specification for Joints for Concrete Pipe, Manholes and Precast Box Sections using Preformed Flexible Joint Sealants ASTM C 497 (most current) Test Methods for Concrete Pipe, Manhole Sections, or Tile California Greenbook Standard Specifications for Public Works Construction Section 211-2 1.03. SUBMITTALS A. Conform to bid document requirements B. Submit manufacturer's data and details of following items for approval: 1. Shop drawings of manhole sections, base units and construction details, jointing methods, materials, and dimensions 2. Summary of criteria used in manhole design including, as minimum, material properties, loading criteria, and dimensions assumed. Include certification from manufacturer that polymer concrete manhole design meets or exceeds the load and strength requirements of ASTM C 478 and ASTM C 857, reinforced in accordance with ACI 440.1 R-15. Include current ISO 9001:2008 certification 3. Frames, grates, rings, and covers 4. Materials to be used in fabricating pipe drop connections 5. Materials to be used for pipe connections 6. Materials to be used for stubs and stub plugs, if required 7. Proof of independent Chemical Resistance testing conducted in accordance with the Standard Specifications for Public Works Construction (California Greenbook) Section 211-2 C. Submitted sealed drawings by a registered Professional Engineer PART 2 PRODUCTS 2.01. POLYMER CONCRETE MANHOLES A. Provide polymer concrete manhole sections, monolithic base sections and related components referencing to ASTM C 478. ASTM C 478 material and manufacturing is allowed compositional and dimensional differences required by a polymer concrete product B. Provide base riser section with monolithic floors, unless shown otherwise C. Provide riser sections joined with bell and spigot 1 ship-lap design seamed with butyl mastic and or rubber gaskets (ASTM C 990) so that on assembly, manhole base, riser and top section make a continuous and uniform manhole structure D. Construct riser sections for polymer concrete manholes from standard polymer concrete manhole sections of the diameter indicated on drawings. Use various lengths of polymer concrete manhole sections in combination to provide correct height with the fewest joints E. Design wall sections for depth and loading conditions with wall thickness as designed by polymer concrete manufacturer F. Provide tops to support AASHTO HS-20 or HL-93 or vehicle loading or loads as required and receiving cast iron frame covers or hatches, as indicated on drawings 2.01.4. DESIGN CRITERIA: Polymer Concrete Manhole risers, cones, flat lids, grade rings and manhole base sections shall be designed by manufacturer to meet the intent of ASTM C 478 with allowable compositional and sizing differences as designed by the polymer concrete manufacturer. 1. AASHTO HS-20 or HL-93 design or as required loading applied to manhole cover and transition and base slabs 2. Polymer manholes will be designed based upon live and dead load criteria in ASTM C 857 and ACI 350-06 3. Unit soil weight of 120 pcf located above portions of manhole, including base slab projections 4. Internal liquid pressure based on unit weight of 63 pcf 5. Dead load of manhole sections fully supported by polymer concrete manhole base 2.01.-2. DESIGN: Polymer Concrete Manhole risers, cones, flat lids, grade rings and manhole base sections shall be designed by manufacturer to meet loading requirements of ASTM C 478, ASTM C 857 and ACI 350-06 as modified for polymer concrete manhole design as follows: 1. Polymer Concrete Mix Design shall consist of thermosetting resin, sand, and aggregate. No Portland cement shall be allowed as part of the mix design matrix. All sand and aggregate shall be inert in an acidic environment 2. Reinforcement--Shall use acid resistant reinforcement (FRP Bar) in accordance with ACI 440.1 R-06 as applicable for polymer concrete design 3. The wall thickness of polymer concrete structures shall not be less than that prescribed by the manufacturer's design by less than 95% of stated design thickness 4. Thermosetting Resin -The resin shall have a minimum deflection temperature of 158° F when tested at 264 psi (1.820 mPa) following Test Method D 648. The resin content shall not be less than 7% of the weight of the sample as determined by test method D 2584. Resin selection shall be suitable for applications in the corrosive conditions to which the polymer concrete manhole structures will be exposed 5. Each polymer concrete manhole component shall be free of all defects, including indentations, cracks, foreign inclusions and resin starved areas that, due to their nature and degree or extent, detrimentally affect the strength and serviceability of the component part. Cosmetic defect shall not be cause for rejection. The nominal internal diameter of manhole components shall not vary more than 2%. Variations in height of two opposite sides of risers and cones shall not be more the 518 inch. The under run in height of a riser or cone shall not be more than X inlft of height with a maximum of Y2 inch in any one section 6. Marking and Identification - Each manhole shall be marked with the following information - Manufacturer's name or trademark, Manufacturer's location and Production Date 7. Manhole joints shall be assembled with a bell/spigot or shiplap butyl mastic and/or gasketed joint so that on assembly, manhole base, riser and top section make a continuous and uniform manhole. Joint sealing surfaces shall be free of dents, gouges and other surface irregularities that would affect joint integrity 8. Minimum clearance between wall penetrations and joints shall be per manufacturer's design 9. Construct invert channels to provide smooth flow transition with minimal disruption of flow at pipe-manhole connections. Invert slope through manhole is as indicated on drawings. All precast base sections to be cast monolithically. Polymer bench and channel are to be constructed with all polymer concrete material. Extended ballast slab requirements for buoyancy concerns can be addressed with cementitious concrete material 10. Provide resilient connectors conforming to requirements of ASTM C 923 or other options as avaliable. All connectors are to be water tight. Install approved resilient connectors at each pipe entering and exiting manholes in accordance with manufacturer's instructions 2.01.4. QUALITY CONTROL Facility Quality Control should be maintained by adhearing to ISO 9001:2008 for manufacturing. All fabricators will be ISO 9001:2008 Certifiied. All fabrication will take place in an all polymer concrete fabrication facility. At no time will the polymer concrete fabrication facility share the facility with a cementitious precast product production facility. Fabricator is also to provide references of 5 previous projects in the last 5 years performed with both owner and contractor for reference and review by owner. Polymer concrete shall be cast in a polymer only facility and shall not be manufactured in a cementitious concrete facility 2.01.4. GROUTING All materials needed for grouting and patching will be a polyester mortar compound provided by the manufacturer or an approved equal by the manufacturer 2.01.-5. MANUFACTURER 1. Armorock LLC, Boulder City, Nevada www.armorock.com 702-824-9702 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 GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination None GR-01 60 00 Product Requirements CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCi JMENTS City Project No.100274 Revised July 1,2011 GC-4.01 Availability ®f Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 GEOTECHNICAL ENGINEERING STUDY MARINE CREEK DRAINAGE BASIN PARALLEL INTERCEPTOR— PHASE II IMPROVEMENTS FORT WORTH, TEXAS Presented To: Halff Associates, Inc. August 2017 PROJECT NO. 117-17-218 cmi _ 763Pebble Drive ���1�1��� �'.T�1����'1�' ����. Fart Worthh,Texas 7G118 W"mciuienpeoni August 30, 2017 Report No. 117-17-218 Halff Associates, Inc. 4000 Fossil Creek Boulevard Fort Worth, Texas 76137-2720 Attn: Ms. Leah Hodge, P.E., CFM GEOTECHNICAL ENGINEERING STUDY MARINE CREEK DRAINAGE BASIL! PARALLEL INTERCEPTOR PHASE II IMPROVEMENTS FORT WORTH, TEXAS Dear Ms. Hodge: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 16-6002 dated March 21, 2016. The geotechnical services were authorized via Standard Subcontract for Subsurface/Underground Services with Halff Associates, Project Number 32664 and executed by Mr. Dennis W. Haar, P.E., Project Manager of Halff Associates, Inc. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Halff Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, rC7j 0F,1 `N� CMJ ENGINEERING,INC. '�' S � TEXAS FIRM REGISTRATION No.F-9177010 d*; p •:��� 14 I JAMES P.SAPPINGTON,IV t 0..........................•.•e/ (� •. 97402 Q7 fJaes . Sappington, 1V, P.E. � � ICENS�ngineero. 97402 copies submitted: (2) Ms. Leah Hodge, P.E., CFM; Halff Associates, Inc. Phone(817)284-9440 Fax(817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Paqe 1.0 INTRODUCTION--------------------------------------------------------------------------------------------------------1 1.1 General-------------------------------------------------------------------------------------------------------------1 1.2 Purpose and Scope----------------------------------------------------------------------------------------------1 1.3 Report Format-----------------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------2 2.1 Field Exploration--------------------------------------------------------------------------------------------------2 2.2 Laboratory Testing-----------------------------------------------------------------------------------------------3 3.0 SUBSURFACE CONDITIONS---------------------------------------------------------------------------------------3 3.1 Site Geology --------------------------------------------------------------------------------------3 3.2 Soil Conditions----------------------------------------------------------------------------------------------------4 3.3 Ground-water Observations-----------------------------------------------------------------------------------5 4.0 COMMENTS AND RECOMMENDATIONS----------------------------------------------------------------------5 4.1 Expected Subsurface Conditions -----------------------------------------------------------------_----------5 4.2 Excavation Considerations ------------------------------------------------------------------------------------6 4.3 Trench Dewatering-----------------------------------------------------------------------------------------------7 4.4 Pipe Installation Bedding---------------------------------------------------------------------------------------7 5.0 EARTHWORK-----------------------------------------------------------------------------------------------------------7 5.1 Site Preparation & Field Testing------------------------------------------------------------------------------7 5.2 Excavation---------------------------------------------------------------------------------------------------------9 5.3 Trench Backfill----------------------------------------------------------------------------------------------------9 5.4 Soil Corrosion Potential--------------------------------------------------------------------------------------- 10 5.5 Erosion and Sediment Control------------------------------------------------------------------------------ 10 6.0 CONSTRUCTION OBSERVATIONS---------------------------------------------------------------------------- 10 7.0 REPORT CLOSURE------------------------------------------------------------------------------------------------- 11 APPENDIX A Plate Planof Borings---------------------------------------------------------------------------------------------------------------A.1 Unified Soil Classification System ---------------------------------------------------------------------------------------A.2 Key to Classification and Symbols---------------------------------------------------------------------------------------A.3 Logsof Borings-------------------------------------------------------------------------------------------------------A.4—A.9 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for a parallel sanitary sewer line in Fort Worth, Texas. The M-365 sewer line begins near the southern dead-end of Ten Mile Bridge Road and traverses northwestward along the existing line for an approximate total project length of 5,200 feet. The parallel relief interceptor will be 24 to 36 inches in diameter. Pipe depths are anticipated to be on the order of 6 to 10 feet. Open cut is anticipated for pipe installation. Consideration is also being given to replacing the existing sewer line using pipe-bursting techniques. Plate A.1, Plan of Borings, depicts the sewer line alignment and locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop comments on general excavation. To accomplish its intended purposes, the study has been conducted in the following phases. (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structure could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in Report No,117-17-218 CMJ ENGINEERING,INC. 1 which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by six (6) vertical soil borings drilled to a depth of 15 feet along the proposed alignment. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.9 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tax-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely failing 24 inches. This results in 340 foot-pounds of energy for each Report No.117-17-218 CMJ ENGINEERING,INC, 2 blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground-water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology The Dallas Sheet of the Geologic Atlas of Texas indicates the site is located within an undivided mapping area of the Duck Creek and Fort Worth Limestone Formations of Cretaceous Age. In full section, the Fort Worth Formation is approximately 30 feet thick and dips to the southeast at approximately 2 degrees. Regularly alternating layers of limestone and clay or shale compose the Fort Worth Formation. The formation typically weathers to form shallow deposits of active clay at the surface. These clays often contain significant quantities of limestone fragments. The Duck Creek Formation consists of limestone with some shaley portions. This formation typically Report No. 117-17-218 CMJ ENGINEERING,INC. 3 weathers to form relatively deep active clay soils. Given the results of the exploration borings, this site appears dominated by the Fort Worth Formation. 3,2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Natural surficial soils encountered in the borings consist of dark brown and brown clays of high plasticity, except in Borings B-3 and B-6 where tan limestone is present at the surface. The surficial clays contain various fractured limestone seams, limestone fragments, pebbles, and calcareous nodules and are underlain by tan limestone at depths of 1 to 5 feet. The tan limestone generally occurs fractured and contains clays seams, however the tan limestone in Boring B-6 below 2 feet and in Boring B-5 is considered to be intact and competent rock. The tan limestone is considered moderately hard to hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1% to 49/ inches of penetration for 100 hammer blows. The tan limestone varies in thickness from 1 to 6'/feet. Tan, light brown, and gray silty clays, silty shaly clays, shaly clays, and clays are next present below the tan limestone at depths of 2 to 7 feet in the borings. These clays contain limestone seams (often occuring fractured) and occasional calcareous nodules and deposits. These various clays continue through boring termination depth of 15 feet. The soils encountered at the site had tested Liquid Limits (LL) of 46 to 67 with Plasticity Indices (PI) of 28 to 44 and classify as CL and CH by the USCS. The various clayey soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 1.75 to over 4.5 tsf. Tested unit weight values ranged from 102 to 115 pcf and tested unconfined compressive strength values were 2,390 to 6,340 psf. Report No.117-17-218 CMJ ENGINEERING,INC. 3.3 Groundwater Observations The borings were advanced using continuous flight augers to check the relative elevation of water in the boreholes during and at completion of drilling operations. The following water level readings were obtained: TABLE 3.3-1 Ground-Water Observations Boring Seepage During Water at No. Drilling (ft.) Completion (ft.) B-1 Dry Dry B-2 13 13 B-3 Dry Dry B-4 Dry Dry B-5 Dry Dry B-6 Dry Dry Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground water can flow through more permeable zones or occur atop or within the limestones and should be considered when developing the design and construction plans for the project. Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in ground water and due to the unpredictable nature of ground-water paths. Therefore, it is necessary during construction for the contractor to be observant for ground-water seepage in excavations in order to assess the situation and take appropriate action. Due to the variable subsurface conditions, long-term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometers or observation wells which are sealed to prevent the influence of surface water. 4.0 COMMENTS AND RECOMMENDATIONS 4.1 Expected Subsurface Conditions The proposed sewer line will be constructed through the Fort Worth geological formation soils and rocks, based on the results of the exploration borings. The depositional composition of the Fort Report No.117-17-298 CMJ ENGINEERING,INC. 5 Worth geological formation is varied from silty clays, shaly clays and clays to shales and limestones. This general variability in soil thicknesses and presence of rock-like materials can be seen in the majority of the borings. Conventional earth moving equipment is expected to be suitable for excavating the near-surface clayey soils. Heavy duty excavation equipment will be necessary within soils containing limestone seams/layers and within the limestones, depending on rock hardness. Pipe installment via jacking or pipe bursting would be difficult in this formation. Boring with hardened rock teeth would likely be required due to the limestone, both intact rock units and seams and layers within the clays. Where near-surface clays contain significant limestone fragments in selected locations, some caving may occur due to the lower plasticity nature of these materials. 4.2 Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays, it is expected that near vertical excavation walls will be possible. In the case that excavations occur through soft clays, granular soils, non-compacted fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near existing structures. A pre-construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. Report No.117-17-218 CMJ ENGINEERING,INC. 6 4.3 Trench Dewatering Ground-water seepage was encountered in Boring B-2. Ground-water conditions can vary with seasonal fluctuations in rainfall. Controlling the ground water is essential to construction of the sewer line. Failure to control any encountered ground water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement, and pipe deflections after backfilling. Ground-water levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. 4.4 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that beddinglembedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of graveltstone from V to' No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. The filter cloth should be TenCats Geosynthetics Marifi 140N or equivalent. 5.0 EARTHWORK 5.1 Site Preparation & Field Testing The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide Report No.117-17-218 CMJ ENGINEERING,INC. 7 a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. Fill material should be compacted to at least 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Field testing is a critical element in controlling the compaction of fill to limit settlement. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor Report No.117-17-218 CMJ ENGINEERING,INC. 8 and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 5.2 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site earth fill material is recommended for trench backfill. Excavated rock and gravel materials may be utilized provided 50 percent of the material passes the no. 4 sieve and no rock fragments are larger than 4 inches in any dimension. Significant processing of excavated rock may be required in order to utilize as backfill. Care should be taken not to use loose granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The density and moisture content should be as recommended for fill in Section 5,1 of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. Report No.117-17-218 CMJ ENGMEERING,INC. 9 5.4 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 5.5 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No. 117-17-216 CMJ ENGINEERING,INC. 10 7.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our Report No.117-17-218 CMJ ENGINEERING,INC. 11 recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Halff Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.417-17-218 CM]ENGINEERwc,Me. 12 ) - � ��, � - \� \ ■ % 7 � a 'B$ w � � } � � � � • . - : AF' . - . , eV- . \ � �^ � Anm�r�n�K 9ntom . . �z LEGEND: - _ ' . . • / . � ® � �w� Loc !R U� � ' �� .• • m¥a!a| fo uKe Al 3 ^ ■ % . �> vo *:r irPE] rLm A-17j_f:mmA PLAN OF BORINGS . .. MARINE INTERCEPTOR _ 7 . FT,R ,� Major Divisions Sym, Typical Names Laboratory Classification Criteria N Well-graded gravels,gravel- T p80 (1)30)2 co & c GW sand mixtures, little or no N C"=----- greater than 4: Cc=------------- between 1 and 3 12 o fines N N R10 0,o x 1060 o C a- C) o le a N ( m Poorly graded gravels, gravel � ��> N U GP sand mixtures, little or no co u) y Not meeting all gradation requirements for GW W aNi Z � ,°��' fines mv > u (DUo CD 4 o �+ ai c Liquid and Plastic limits 0 o z c o Silty gravels,gravel-sand-silt ) (D (? q „ . Liquid and plastic limits GM co below A line or P.I. o m -- mixtures greater than 4 plotting in hatched zone Z ; between 4 and 7 are CD C s7 borderline cases A M "' m 046 Liquid and Plastic limits o ;u ;" Clayey gravels,gravel-sand- requiring use of dual in 6- a a GC a o m above A„line with P.I. 'a Q clay mixtures ro greater than 7 symbols o-5 o Well-graded sands,gravelly ro of X60 (Daa)z r► N N SW C,�----- greater than 6: C� 10=------------- between 1 and 3 o m E -CO: o sands, little or no tines 0 c �, o a x❑ 60 0fA N C O N 0 p o a a Poorly graded sands; co J- .a v SP gravelly sands, little or no Not meeting all gradation requirements for SW z u fines W `m n f2 015 Q N L�6 V Q to ro � Y d N C o, @ Q Liquid and Plastic limits 0 0 m 0 SM Silt sands,sand-silt mixtures r,; N below"A”line or P.I. less � � o Y � N � r Liquid and plastic limits w- ECc $ o a 0 O than 4 plotting between 4 and 7 J M are borderline cases G �' Liquid and Plastic limits requiring use of dual o aSc Clayey sands,sand-clay 0 S above"A"line with P.I. symbols CL mixtures a y o a a greater than 7 Inorganic silts and very fine sands,rock flour, silty or ML LO clayey fine sands,or clayey silts with slight plasticity 60 Inorganic clays of low to medium plasticity, gravelly C)W 4 CL clays,sandy clays, silty clays, so N = = and lean clays co 2 CH s OL Organic silts and organic silty 4 clays of low plasticity •a a3 -( E Inorganic silts,micaceous or Z-30 w a g ' MH diatomaceous fine sandy or a o 14 off at d MH cr silty soils,elastic silts 26 �P t= CL o CCH Inorganic clays of high CU CD plasticity,fat clays 1 ca t 4 ML a d OL o OH Organic clays of medium to 00 10 20 30 40 So 60 70 80 90 100 0 -- high plasticity,organic silts v Liquid limit Peat and other highly organic Plasticity Chart Ouo, Pt soils UNIFIED SOIL CLASSIFICATION SYSTEM! PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE ® s � 00 SANT] . ® SANDY SHALE SILT SILTY SANDSTONE CLAYEY HIGHLY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAYTm Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils(More than 50%Passing No.244 Sleve) Descriptive Item Penetrometer Reading,(tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50%Retained on No.200 Slave) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually In approximately equal proportions TERMS DESCRIBING PHYSICAL.. PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 CMJ Project No. Boring No. Project Marine Creek Drainage Basin Parallel Interceptor ENGINEERING INC. 117-17-218 B-1 Phase it Improvements-Fort Worth,Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 16.0- Date 7-20-17 Surface Elevation Type 8-47,wl CFA u o N c LL O. A o 'a• Q o Stratum Description � o �� SttDe n � v� 2:,; in a' LL c o U _Ci x QU c p a U U CH ? � � UfaN NC W d awv? ccs QE mE �v oo c� c$ 0 a a coal- a.F0 :3:3n.� iL-5 2U _1 56a CLAY,dark brown,w/fractured limestone seams, 4.5+ 12 hard LIMESTONE,tan,fractured 27 SILTY CLAY,tan and gray,wl fractured limestone 2.0 14 seams 5 SHALY CLAY,tan and gray,w/limestone seams, 2.5 22 calcareous nodules and deposits,stiff to very stiff 3.75 26 70 2.75 58 23 35 20 75 -hard below 14- -----_W -_--_ 4.5+ 15 770 3020 n 0 ca U a Cd N n ti z Z rt O m W d o LOG OF BORING NO. B-1 PLATE A A J Project No. Barin Nc. Project CMr ENGINEERING INC. 5 Marine Creek Drainage Basin Parallel Interceptor 117-17-218 B-2 Phase It Improvements-Fort Worth,Texas Location Water Observations See Plate A.1 Seepage at 13'during drilling;water at 13'at completion Completion Completion Depth 15.01 Date 7-20-17 Surface Elevation Type B-47,w/CFA 0 0 U � a E n U- (9 Stratum Description o o U� � � � �= � �� U ❑ ��LL N 7 a� 7--Uin v va , pU U E r- W CJ o mu? m m a>= '� a n d cg c o o x W PO a_-E— a-(/) J J a—J a-.E 20 D—J M U CL CLAY,dark brown,wl calcareous nodules and 4.5+ 19 pebbles,hard 4.5+ 20 4.5+ 60 19 41 21 4.5+ 20 105 6340 5 -grades brown below 4' 4.5+ 20 LIMESTONE,tan,fractured SILTY CLAY,tan and gray,w/limestone fragments, 1.75 22 calcareous nodules and deposits,stiff SHALY CLAY,tan and gray,w/calcareous nodules 4,5+ 17 115 5840 10 and deposits,hard 4.5+ 60 19 41 171 1 15 ------------------------ b U' U d'. m i r U' Z 0 a in LL o PLATE AX OF BORING NO. B-2 J Project No. Boring No. Project CMJ ENGINEERING INC. j Marine Creek Drainage Basin Parallel Interceptor 117-17-218 B-3 Phase II Improvements-Fort Worth,Texas Location Water Observations See Plate A.1 Dry during drilling;dry at completion Completion Completion Depth 15.0' Date 7_20-17 Surface Elevation Type B-47,wl CFA C) a r�i N <"- n a, E o O ou_ a Stratum Description o a �,o ;c a U baa: d .9 - x ❑At � a o�c o�c M0- Lin :P93 a a S 20 -, $ciCOL LIMl=STONE,tan,fractured,w/brown silty clay seams 5 SILTY SHALY CLAY,tan and gray,wI tan 2.75 22 102 2800 5 limestone seams,calcareous nodules and deposits,stiff to very stiff 4A 20 4.5 46 18 28 9 90 —16 -hard below 14' 4.5+ 1 17 ti b U' i U CL N N i z a PC 0 m LL o LOG OF BORING NO. B'-3 PLATE A.S CMJ ENGINEERING INC. Project No. Boring No. Project Marine Creek Drainage Basin Parallel Interceptor 11747-2187 Bao Phase 11 Improvements-Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 15Aq Date 7-20-17 Surface Elevation Type 8.47,w/CFA u o o C� a >E E ° o � Q CO Stratum Description o o 12 LL: 2 o z= c u7 C� o 0(6 (WaR vE 2.9 my 00 02 C o o o' or maH c> V) :J:3 a-1 a c 20 >_3 �Ua CLAY,brown,w/calcareous nodules,hard 4.5+ 11 4.5+ 67 23 44 22 -wl limestone fragments below 2' 4.5+ 21 4.5+ 18 LIMESTONE,tan,fractured,moderately hard 0012.75' 5 SILTY CLAY I CLAY,light brown and tan,wl fractured limestone seams,very stiff to hard 3.5 50 17 331 17 10 4.5+ 12 103 2390 15 -w/calcareous nodules and deposits below 14' v 4.5+ 12 io c� U U L7 m N h z Z K O m IL o LOG OF BORING NO. B-4 PLATE 7 J Protect No, I Boring No. Protect Marine Creek Drainage Basin Parallel Interceptor cmi ENGINEERING INC 117-17218 B-5 Phase II Improvements -Fort Worth,Texas Location Water Observations See Plate A.1 Dry during drilling;dry at completion Completion Completion Depth G.8. Date 7-28-17 Surface Elevation Type B-47,w/CFA � o , o � o �- m `ate Z � " o ❑ co Stratum Description _ 1?l[Y. c 'a o� � � of O U ❑ C].� U ❑ ?j C (VNAI / sC 'E.i; Sn N C pU 3 l3J O a1= OO cN GOO d' G ( JJ .: U � �Ur] L CLAY,dark brown,w/limestone fragments and 4.5+ 631 241 39 191 1 calcareous nodules,hard 4,5+ 20 LIMESTONE,tan,w/clay seams and layers, moderately hard 00/4.75' 5 SHALY CLAY,tan and gray,w/tan fractured limestone seams,stiff 2.25 1 21 10 2.25 60 17 43 24 -hard below 14' 4.5+ 16 113 4100 ca 03 U d U' N A i ar» U Z d' O LL o JLOG OF BORING NO. B-5 PLATE A.8 Project No. Boring No. Project Marine Creek Drainage Basin Parallel Interceptor CMJ ENcIvHErunrc INC. 117-17-2113 B-6 Phase II Improvements-Fort Worth,Texas Location Water Observations See Plate A.1 pry during drilling; dry at completion Completion Completion Depth 75.a' Date 7-2047 Surface Elevation Type B-47,wl CFA t Q Stratum Description U ❑ 3aLL ,Ny 3= w Nab :' ❑� E� LU CS 00� ro r P m� oo c c o o w w CO(OL) a.co JJ a❑ FLE MU ❑ ❑Ura. LIMESTONE,tan,wl clay seams,hard -fractured above 2' 0019.75' 5 SILTY CLAY,tan,wl limestone fragments,hard 4.5+ 14 111 SHALY CLAY,tan and gray,wl limestone 90 fragments, hard 4.5+ 50 18 32 22 15 --------- __ ___ — 4.5+ 16 tz is a cis 'a N ti L:1 Z O m U- 0 o LOG OF BORING NO. B-6 PLATT A.9 J GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE If—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July I,2011 ATTACHMENT 9C Page 7 of 4 F.0R-i Wo awl x City of Fort Wofth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MNVIDBE I I 'SON-MMIDBE Marine Creek Interceptor Improvements T Phase II m Part I BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 �,0 0,0 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Off oror mus complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Fallure to complete this form, in its entirety with supporting docurnentatioti, and received by the Purchasing Division no later than 2.00 p.m. on the second City business day after bid opening. exclusive of bid opening dater will result in the bid being considered non-responsive to Wd specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of MBE subcontractors andlor suppliers from the City's MANBE Office. Yes Date of Listing 1 I No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (if yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm, eo rson contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. in addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) No NOTE; The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were matte using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement, NOTE; The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to Ise in compliance with questions 3 through 5. 7.) Did you provide plans and specifications to potential MBEs? Yes No a.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2110115 ATTACHMENT 1C Page 3 of 4 9.) ®id you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (if yes,attach all copies of quotations.) NO 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the MIWBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Please use additional sheets,if necessary,and attach_ Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MISE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work (performed 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 shall create a material breach of 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. Rev.2110115 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any IVIBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's NI/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Cate Rev.2110115 Joint Venture Page 1 of 3 FORTWORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form ATI questions must be answered;use"N/A"if not applicable. Name of City project: Marine Creek Interceptor Improvements-Phase 11-Part I A joint venture form must be completed on each project RFP/Bid/Purchasing Number: L Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10115 Joint Venture Page 2 of 3 3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the,joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating --------------–..-------— ----------------------- --- b. Marketing and Sales - -----------–--------------------------------------- c. Hiring and Firing of management personnel ----------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's MlVVBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev.2110115 Joint Venture Page 3 of AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts.______ ----------------------------------------------- - -------------------------------------------------------------------------------------------- Name of MBE firm Name of non-MISE firm Printed Mame of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of _ _ County of On this day of ,20 ,before me appeared and to me personally known and who,being duly sworn,did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2110115 ATTACHMENT 113 FORT O)RTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: I MAN/DBE NOWMMl/DBE Marine Creek Interceptor Improvements m Phase 11 m Fart I BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 Bio %io If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if k=answers are yes. Failure to complete this form in its entirely and be received by the Pu mh aRbEg Division no later than 2:00 p.m., on the ascond CRY business day after bid Deening, exclusive of the bid opening date, will result In the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO 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) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs 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 contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1)year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2110115 FORT WORTH -� City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is $50,I}0U or more, thea a M8E 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 applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 25 %of the base bid value of the contract. 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 SBE 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. Tne Gfieror shall delivei tare 10S- aQLt irnentatron In I,ervran ter fixe Elppropt�alQ emplf)yee 1,�--. };.i...i w, :i i.•:,:.), ,.n7d obtain a dateltime recelpt Such recelpt shall t]e evidence that the City recelved the doc�giantatlon ID the time allocated A faxed andfor emailed copy will not be acceptad 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization f=orm, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. S. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE 810 BEING CONSIQERFED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MEE DOCUMENTATJON WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE O1FFEROA BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIO€?OF THREE YEARS. Any questions, please contact the MIWBE Office at(817) 212-2674. Rev.2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Forth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Fora/ OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: NON-M/W/DBE Marine Creek Interceptor Improvements m Phase II - Part I BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % % Identify all subcontractors/suppliers you will use on this project Failure to complete this form, In its ent}raty with requested documentation, and received by the Purchasing Division no later than 2;00 p.m, on the second City business day after bid opening. exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications_ The undersigned Offeror agrees to enter into a formal agreement with the IBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intenkionai and/or knowing misrepresentatjon of fads is grounds for consideration of disqualification and will result in [he bid being considered non-responsive to bid 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 identify by tier level of all subcontractorslsuppliers. Tier means the level of subcontracting below the prime contractor/consultant l_e. a direct payment from the prime contractor to a subcontractor is considered 19!tier. a payrnent by a subcontractor to its supplier Is considered 2rd tier, The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized. the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract_ The MBE may lease trucks from another UBE firm, including MBE owner-operated, and receive full VIBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MSE as outlined in the lease agreement. Rev.2/10115 FORTWORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Mmorily and non-1-ABEL. 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. NCTRCA N SUBCONTRACTORISUPPLIER ° Company Name T 41 Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax r B B Work Purchased Email E E Contact Person E El El El ❑ ❑ Rev.2110115 RU�---us, RTH ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minorily and non-MBE_ 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. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B � Work Purchased Email E E Contact Person C 0 El E] El Rev.2110115 FORTWORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror will not make additions, ietions, or substitutions to this certified Ilst without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o OharrgelAddydon form, Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested changeladdition or deletion will affect the committed MBE goal_ If the detail explanation is not submitted, 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. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.2114115 GC-6.07 Wage Rates TRIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 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 Front 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 $ 1.2.85 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 GC-6.49 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK C1TY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMCNTS City Project No.100274 Revised July 1,2011 GR-01 60 00 Product Requirements THIS PAGE HEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:03-19-2018 STANDARD PRODUCTS LIST Approval Spec Na 'Classsiticatlon Manufacturer Model No. National Spec Size WASTEWATER ' Manhole Insens-Field 0=glans Use OnIX 4Rev 213116 330.513 1Msldrok h..d Knulsun Elle Madeto(]rder-Plastic ASTMU 1248 Iat 24"dia. 330513 !M.A k h— Somh Western NA it M.&&Order Plnetk ASTM D 1248 For 24dk. 330513 IMardwkl—a _ Na—mrl— Madelnf)Ider-Phew ASTM 01248 1141,24'd.. 0912196 330513 `MaWnk Insert Snufhwp3,ern Nckii&Seals-tut. LilcSflver-Slflia1cs65[ecl Fm 24"d- S.W.-l—Pack)ne&seals,Inc_ TM-1,k-NNW—Slcel Irm 24"+iia Manholes&Bases/Frames&Covers/Reclanular 33-05-13 Rev 28116 130.5 t3 Wanhok Frames rd Cosmos We,e.lron Works-Bass&Hfl s Foandr loul 24'.40"WD I Manholes&Bases/Frarnes&Cove3slStandardlRoundl 33-05-13 lRev_213!]6I 33 05 13 ,M..d k Frames alld C.— Wesrem Ira,Wks,Pirie&Ha Frmn 301024 24'Uia. 330513 IMaWgk Fmmes mWCocers WKW rmn Wnikg Inc. A24 AM 2r Dia. 1305 13 `Manhole PnrrnesaM Covens Neenah Cason 2r Di, 310513 !Mea je FramesaMCo..m st uC mlkn MH-144N 330513 IMaNmk frames alta C,w:ts S C lion MH-I43N I 330513 Mar4wk Fmmes and Cnven Nfll-A-Mn,ssr+n GTS-S'lD 24'dia_ 33 0113 Maulwk Fmmes and C.— _ Neenah Caslm 24"din. 10/31016 1 M 05 13 3Man&,k Fmmea wW Coxen(H ed) Foacraeal 71 M D.W W.Manhole ASTM A536 24"Dia. 7125ALI 330513 iman&,lel+mines and C,vms Saint-Gubain gnea(Pamraxlream] RF-12-RR}S Yr 11m. 01131;06 3305 t3 130"DI MH R' aro Cori East],rdan Trnn Works V 1432-2 aIW V 1483 Desi ns AASHM M306.04 30"Dm. 11AW10 1 330.513 i30"DI MH Rin and Cc*er Si Co lion MFTWIMN&Mn16502 3W D. 0771911! 330513 i30'DIMHRm aWV— Star Pi Pmd,us MH32F€wSS-UC 30"Dia OS/lOfl[ 3)0513 !30'D]MH Rin and C,Sar Ace— 220700 Uea Du with CWM Rii) 30"Dm 10114/13 330513 ,30"DI Mal Rin and Carer;I[in &I.ockahk] Eas[Iwd:lnlron Works with Can,Lack1MP1CIT-Gnska ASSHTOM105&ASTMA536 30'Dla OW11]7 340513 110'Di MH Rin and Cover. &Lakabk]11 51Plo.uics 2280(32'] ASTM A 48 30,Dm 08724/17 33091301 X30'Dl 1,111 Rin mrd C.—(]line&lack)Cam ajn' Sew Kaye, and Q—W7LaY HDARP Co Lite 30"Dm 'Manholes&B88e8/Frames&CovelslWater Tight&Pressure Tight 33-05-13(Rev 2!3116 330513 IMM,!k 1'mmcs and cb— Porn-A-Moesson Pamela, 24"Dia. 330513 IManWkF sam{C.— Neenah C—lijg 2r D.. 330.513 jM.Ah k,Fmmes and finen Weskm Iron Works,0ass&Ha Ebu 30624P 24'D'ta 330513 IMaWmk F and Coven: M,Kiuk Ima Warks r.. WPA24AM 24'Dia. 03A)KM 330.513 M-N k Fmmes arld Covers Arc3rflsl RC-2100 ASTM A 48 2r Dia. 0412QUI 330514 'Manhole FmmesalW Cnsma (SIPI.Semm Indmla;es Pdvale Ltd. 300-24-23.75 Rh,aro C.— ASTM A48 24"Dia. Manholes&BaseslNLKIComooneuts 33-39-10(Rev nil 6) _ 07/2307 330513 [UrehAsaWKa KK Adka U]I -SP-201 ASTM D224MX120792 0/2600 330513 Oi06mo H—Cuncrele Pmdu-ts Dnwk No_353)p4$-Wi 01/26/00 330513 jPmak G.Ak frWTI—MH. Pmss-Seal Gasket . MOA6 Gasket ASTM CA4310-361 SS MH 02699 33051} I]iDPE Mmholn Ad'uslmeW I dJ 1,Inc TIDPE Ad uslment R- Non-InrR•arca L13At5 13415)1 jManhole External Wm Canusa-CPS Wra'SCW Mmdtok Eaca uWlhnS skm Manholes&BaseslNew/Prucast Concrete(Rev 118113) 333910 IM.W k.P—SrCautmre H roComfuil Ca SPL llem 949 ASTMC479 48" 331910 IManhnk,Precaa Cmmrem Wall CaOt0,N Co.Inc. ASTM C443 48" 33 39 10 ;Mmdwl-,1're-a:t Canlcacln Fmterm Incmed GOfoad-Hill,Hanan y ASTM C 479 48' 2-11,2,11 'M11,Sin Olfse[SeW Mn[ Pmlclra(f Ierle Gafford-Hffl,11 on T F Dw 35-0048-001 ASTM C 478 49'Di-MD Q9/2396 33 Manhole,!'roc sl Cnan'rcl- Carrcrcle Praducr Inc. 4g"LDL Manhole m!32'Core ASTM C 478 48'wf-32'vne 08/30/06 3339100 .MaWnk,M-l!COncmle The T--Coen n 49'11).MaWmk of 24"Cone ASTM C 478 48" 10127036 3319]0 [MmWh PPras[Cancmte 0ldtaow V-1 h.. 48"1D.Mao&,k xf 24"Co,e ASTM C 478 48^Diam w 24'Rin 06,097]0 333910 �Mflrdwk.11—aW Reinforce Nl vl00n e US Co ire MM ASTM C-76 48"to 72" Manholes&BaseslNewlFihe ass 33-39-13 118113 112699 333913 ;robe lass Manhole Md Cnn-!—,S Irmo ll-firc ASTM 3753 N.4,dfr area 08/30/06 333913 i5be sMnnlwk Lt,.At..fim—g Nontralfic area I Manholes&BaseslRehab Svstems/Cementitions E1.14 =Manh,k h11 stems Qmdez 04/23/01 E1-14 MflWmk R-Iwk$ f-rsn. Stsdtanl Cement Maludals,Inc- Refiner MSP El-14 Manhole R¢lmk 5 gems APIM Pemrafarm 40"1 LI-l4 MnW.k Rellab5 leu! Shan Cam Shon SealMSMRAAS tem 5117)03 EI44 1MsNmk Rehah S tem(Liner) Pal-rd x Txhml k MI I I tail mdutl ro sW a infllV,ttiollASTM D5911 f16730'h1b lGcucml Canercle Re it F]exKrete Tech,of iess V-1 ester Re it Pmdu Mul.Use Manholes&Bases/Rehab S stems/NonCementitious M0196 E1-14 IM.Wwk Rehabs sterna Sm Wag p, lmlc Contin ASTM D639ID790 w-14 Manhak Re13ab5 terns Srn Caasl Fox USwW C-Md Sof lf—tkg fur Crmsiun ml-cnon(Exlen") LR7bd:H Se-2023O.W21CO(ha Oc Emukion) Gaff re50acmre4Unl 01/31/06 1';1Cml f-c-6,Ptmectim Cw.iwL r Ate791,SlH11,Sl,S2 And Reside Ted SewerA kaaam 8/2872006 ICOAIVI SLM Camuion Pmlecdon Wmrea li.+FLnenld S-301 and M-301 $CwerA maLO,S 08030606 I ICoaOr_s fmCorraniun Pmreclkn Clwo SL5.31)Saki&Ljx 2 Sewer Aaeii�t'am 13 0 MLi7M AwL� hyHrs:11Iv.,r1tnaL4 6 lwln> 1+ 1}H r411!'4� Ul 3]3! 1)IrltYllia3iulUWlttltulurLa.+lwr 1w-uuwr.. ui r�f+aokew Lfy�e38tra=lwl>.Ir. i NewlCenlrifu atl Cast Fiber lass Reinforced Pi 3-31-13 I 1 772]!97 1 33 3]13 fn[:[4151 hi Hoban P Ur SA,1 Hnbm M Non-Pressure ASTM D32620375403722!10 33311'3 Fbe fess A— H-&I—dRPMPPiN ASTM U326703754 10130.'03 Glass-Ther Rkw xd PIynwr P' Amirech USA 1.1-1i[e ASTM D32621D3754 4/MA5 Pol mer M�d Con W Pi Amikch DSA M r Pot [e Pi ASTM C33,A276.F477 8"m 102",Clnss V 0umo E1-9 IReinfarced Pot C,orerekP USC ire Pi K-f a]Pot C le - ASTM c-76 PiDesllYewlCanelete jPiiVes/NewJDL c>,I�.Pi ,x-iWm--d moan canrrele lti ca.llm. A87M c76 'fnc.k ,Reinforced H mC,MW[Car mlion CL—BIT SPLIIem9TT AS'1'MC 76 iCone. .Ruff—W HansanCon+zele Pmdrwla ASTM C76 Cora:.Pi ,Reinlbrced Cmrcrexe Pip,&Pmducu Co 1'. ASTM C 76 ctile Iron 33-11-10 118113 iDuc0le Inn lope CdMn Pipe PmdwL�C,. Supe Nfl-'file D tik Inn Pressure IV..Class AW WA 0150,0151 3'thm24' ,DPiAmea-o Ductik lore Pipe Co. America,Fae6le Pipe A" AC150,C151 4",8'&]0- j)-t&TmnPipe 11&Pipcand FaWry Co. AWWAC150-C151 !D,cig-Ilon Pip- McWmre Cass rmn Pipe Co. AWWAC150.C1S1 Prepared MS2019 Page 1 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:03-19-201B STANDARD PRODUCTS LIST Approval Spec No. iClasssirwatlon Manufacturer Model No. NationalSpec Size Pi slNew/PVC Pressure33-11-124!1_!13 I2A)2111 33-11.12 DR-14PVC Pmssure Pipn npntife Jelcl... PVC Pressure Pipe AWWA('900 4"thru 12" 10()2114 33-11-12 11311-14 PVC Pmasure Pipe Royal Ruild'og Prodoch Ray-)Seal PVc ora—pipe A%VWA t'9W 4"tlw 12" I Pi s1New1HDPE MIN Burson Sli linin 33-31-230013 Illi i.A—ky plroql—Pip, pjfdllilfl—iP,Iia_ O i it Dperile PoI 4h Iww Pi ASTM D 124( 8" 'tfigh&Lisky wlycillylemeim Pk—Inc. ASTMD1248 8" �i1V h-0emh I dr tem VPoII It ,Irc. —ASTM 1)124H 9" EI'h-0alak I R,lens a)x CSR 113,W Candull!" !Ott 5 kms McConnell PiN Lulnr` [ ASTM D 1249 PioesftWj VC$33-31-20(711A3) I _ 333120 1PVC Sewer Pix Cmli T-1 pmdmu r-'.p ASTM 1)-1034 4"thru 15" 33-31-2U �PYG SewerR Nap- f.-Nd"C ASTM D 1014,1))784 4"&W 33.31-20 PVC Sewer Pi J-M Manufxludn Cn.,Inc.(1M Ea M) ASTM DAM 4"-IS" 12WN7T 3331.20II'VC Sewer Fi' D—d Plnxticz Co don SDR-26 and SDR-35 ASTM F 789,ASTM D 3034 4"thro 15" 33-31-20 PVC Sewer Pi I—p V+,p pi ASTM I'789 4"Tl L 15" 3331.20 IMLC Sewer - Ro al BuiWn Ppducls R¢ I Seal Saud WMI Pi SDR 26&M ASTM 3034 4'Ih,u 15' 01118118 33-31-20 .PVC Sewer Pi Vin uxh PVC Pi Gtavi Scwcr AN'I'M ll3039 4'ihna 15" Il/l iAF 13-31-20ipVC Sm" Dn-m pinA.C tiah "S"CrsuvO Sewer ASTM F 679 19"t.27" 133 11 1pVC S—,Al. 1-M Manufrwmd Co,Il dm FA ) AS TM 1'679 IF"-27" 01111/12 33-31:0 �l'YC Scu'er iipc _ P Iifn Jel Sh.m SDR26and SDr-15 ASPM F-679 IV 05106/05 33,3i-20 ,PVC Solid Wall Pipe ni—M pl—im(Corpalaainp PS 46 ASTM F-679 18"(.48" 041-'7ra 3331.20 Ipvc Newer lrmings norm SDR-26 a d SDR-35 G.W F.U6p ASTM D-104.D-17R4,etc 4'-15" 33-17-20 !pVC3ewer Fiimp Pladk Tmlxls,M., Quke,ed PVC Sewer Main Ficin ASTM D3034 m1a'rp9 stet" �r4,.s,w Pmfiy.pvC Pi)p ltin,atirvl PLatY•4 cavl�ti�w ASTtd l8Ik31L'I'!a 18'048' I+plh A14nrlr �Ilfl<t 7 '. , Amm 14yes/New/Ribbed Om Profile Large Diameter 01716191 1,100.2 _lI'VC Sewar Pi ,Ribbed I,--V bn pi CM-V bn ILC_Closed Profile ASTM F 679 19'm 49" 09!24191 LIM-2 iPVC S.—P.M.Ribbd _-_-- Fr:IxusirntT imlug_ms,ltrc, Dllm-RibOpp Pmrd.Sewer Pip ASTM F679 18'm 48' IPVCS—,Pi .Ribkd U oor ETICnm n illi to d-A002) ipol Icnc{pI'Sewer i§ DLLlc WaB Ad..W Dminn 3 clean AIDS) 5ar,irae HPDouble Wall(Carre ateJ) ASTM F2736 24"30" Epr-_'PY_—._-`V)S —_—�--_ _!!110110 (Fi 100.2 ;Ibl tem(1'i')Sewer I'i T'le Wall Adnnced T)raina S alems(ADS) SariiTre IIP Tn C W;,II Pp, ASTM I'2764 7U"W GU" 05116111 ISteci Reinforced Pp N enc Pix CodN6 CansharI—pmd.m Di-- ASTM F 2562 24'In72' PivcsMehab/C1PP 33-IL-_121011181131 1Clmal Fpkca N_ Ineilu—Tes LI-- ASTM F 1216 — — f15AT3PJ9 ;0—dm Plncc P,x National llnvirakch 6-up National Liner,ISM)llnm#27 ASTM F-721610.5813 05l29P16 :Cuacd id l'htte Pi 1q.1&LwlWil-T luau (hdhrer USA) ld—Tech-kgy ASTM F 1216 Pi `Ibld..J F—P CWWm Pi S fume,Inc. 11103!98 FoldwdForm Pi I.ituform Technnl, iec,Irv. In.ei,ufnmr"NuPI " ASTM F-1504 1aL)std Fom[P Amdicnn Pi P tks.lne. Dema.P ,e0.1 17-07-010 PoMand Form Pi [79mllner IJIimawrPvcA)IayPipcIwcr ASTM F-1507,1871.1861 U'O09N:3 fl'.Ll atxl Forml'l�x'.—. Miller PiWlh.C.Fpl EX Mesad ASTM F-1504,F-1947 up.l8-di—fu Pipe Enlargment System(Method)33 31-23(01118113} PIM S [em PIM Co map. Pul lh Mm PIM Cm,Pisrala W. ,MI_ A msxd previp. McConnell S terve Mclat L'onslrucllnn Pol Ih km: Housuea,'1'cxas mvcd Heviuus !TRS Syalems T—hleas Re Ixeme.1 sy,Se. PoI elh lens Cal ,C nada A meed Previnas Pine Casing SUaCeTS 33-05-24(071011131 11194192 I31e1 Baud Casing Spucrlx Advanced Pmducla aM Sy.W—Inc. Cmb..1-I Spacers,WAO S) 0219773 Smnaless Skei Casine Spacer ��' � Advanced Pmmxls.ld SyslcmR Inc. 5leinlcss Sled Spa<er.Murk!SSI 04f?2187 Cnsulg Spuers Cnscadn Wamrw.rks MamfaclW.F Casing Spasms 09//4110 I Stahkes Sleel Casing Speer P.IWi,Seal and I...ib r Stainless Steel Cuing Spacer Upm48'<]>Q> 09114110 iCparMSlml Cash Spaare pilaclille S.1 a td Insulator Cawd SWI Cas)u Spacers Up to 48"<1r<2> 95fI(yu F&MW.sSkrl7-aaapt lox- IUwersud 4910 Powmclurk UPlo48"<1x2> -vom tL7s ltw Qtm IS 1.'1 111hsyrgrwttt+yn a"Lt I.ti"wft� WyU. F'ict!['w�yvrlr'ar{Fa«r..lt r,. � NtI�I�J!I�adlSwrdk-ata � �Coatin slE ox 33-A-W 0L/W13 02I25AY2 IE s F-inin Z".'. seem Sauareisen,Im Sewel(00 MRS I,AC 9I0-1_13 12/14101 IE a 'Linin^S%rem Ertech'1' !twin c-Imv Loch 20.10 and 2100 Serie, UW14A)$ Ilnlcrior Ductile Lou Pi•Can[' _ ludumn Proleclu401 ASTMBAI1 Du4ilelmu Pi Onl 01!31X16 I iCoaOn f Conusion PmkcOon Chesterton Arc791,8111B,SI.S2 Acid Res M..Tut S—A licalmlw 812812(106 C—lings for Corms3nn Pmkclim W—Lnvinn W N-301 �R:oatlr�' o vurct ane � ! WATER ------- -----._ _ Pipes/33-31-70(01106!13} -- - iAWWA C9W AWWA 0605, 111/Ixfix t a1-1142 �!PVC Prv,,,aa pipe VLelwb PVC P4" PRTM D1794 II t.It pVr l,'-�'r•ttl� a•.Sk L" 9mh .� /rYf.77Jr4i611. a',ry 'rr_L Ya 4�rw ISR (will s itives A:-rutin NlCamhm _ El LI !Conti tw,a Ar[UL—Vah'c OALulmn)ea,lac. Epi.Ak and Vacwan V.I—Model935 ASTM A L3ACWn 4 ASTM A 1"&2" nl-11 C—bidalioe Air R.I.—V.I. h1Wa lex M—F—ig Co. Crit n[Airaud Vacuum Vdue,.Mn kl Nn A5, 112",r&2" I EI-11 C.—Hulim Air Rcl—,Valr'c Valve rod P— AFM#1431:,#1450 and#141C Pi alyo&Fi[tin slDuctile Erun Fittings 33-11-11 01/08/13 01!23!92 EI-Ol IN.W.!ran Flings SI.Ar.Pnadaacls.1. Meciwnical laird Fillings AWWAC153&CIIO EI-07 Duuilc Lon 1ST' Urifhtl v4v PAAUla.Co. Mec1.&-al In.,H114W AWWA C 110 R1M07 Ductile Imo MtbWlff—fryl,Pi Un'mrr Uffli iee Division Mechmmrl Join,Fillings.SSB Cl—350 AWWA C 153,C 110,C 111 (WI 1198 EI-07 �',Duwu tion 1-)tlh s- ,Ca Mechanical Joint FIOIngs,OR Class 151 AWWA C 153,C 110,C 112 02/261/4 EI-07 imi Faf cAccucasl Class 350 C-153W 1'ilhW AWWAC153 4--12" 05114198 E1477 Ductile lmn loin ResTminu Fold MW Bos C.,/Uni-Jda c [1111-Flange Series WOO AW WACHUC153 4'o 36" (W14198 _ EI-24 PVC Joint Reatminls F.9 Meter 13-C.M.i-Flan a Uni-Ib,W S,,ies 150D CSrGICWGk AWWA Cl)IK-M V m24"<41 11-0)9/04 EI-07 Ductile lmn loin,Lraim 011e Roll.Inc. floe Bolt Restrained hint Fihing AWWACIIIlC110C153 4"10 12" 07/291/2 33.11-11 Ductile Lun NW Mechanical J..[Rechoini ERAA 1—,1— McganLg Serres 1100(for DI Pipe) AWWA C]I IX'.11 4"k 42" 07/29112 33-11-11 !PVC P' Mechanical nim RcaWmn EBAA Iron,Inc. hlepalup Series 2000(fer PVC PiNe AWWAC111X11NC'153 4'w 24" 0810.5105 EI-07 IMahaltical Joial Re4mar Glansis{PVC) Si rm,Co. Sig-Oce-Lek SLC4-SLC10 AWWA Cl F 17CI53 4'1010" O8I05= EI-07 Mechamcel loin,Rewire ulands(pV(:) swun.Ca Sigma One-lak SLCE AWWACIf IWIi3 12't.24" 0571(v98 9I-07 !MJ 1'nf 'DW) Si ,Co. Sig.Ono-Wk SLDE AWWACI53 4"-24" Bolldag Syclem I Dimmand I.nk 21&JM Eapk IM21I0 EI-24 hlWIW Rol.i d Jaint S sleet S&B Technc)al Pd-N L-900) ASTM F4624 4"o 12" 08716!06 E1-07 McI,.iral Joint Rlfp SWIrdustrhs{Seram rel Merhadnalloini FilY ge AIVWAr:l53 4'1924" 1IM7116 33-11-11 1Muhamcal Joi.IRelahterrlmds Slav Pi Prpdmas,lx. Pvr'SmWip Selie540W ASTM A536 AWWA 0111 It-7/I6 3x.11-1, M.rha"t,-,,,.,i„r Rga'me•flar'de Star Pilc Ped—lac D]PSlargdp seder 3000 AM-Ki AWWA 1:111 Lr itl'4.krwr ..r. Prkp ltta74whipe 010010 L I5a 4118 A&tWAd`A'rP*AtL3 I L r'11 t4tilV'le tt ll' Y.a.W as Faatdrtuvllka� rlPhakuhr 115 kLrrti Toi4+A»il'�47 X.a[9.Swe &&WASMAY,1Vh1]II 4e 19, Prepared 311312018 Page 2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:03-19-2018 STANDARD PRODUCTS LIST A roval Spee No. Classsificatian Manufacturer Madel No. National Spec Size -, d ma1P1B .71.11 II frarJGr.ai��iRfled. 4k1�1tnfl1l�r1 Irl lhp 7,.�iMreledlY triLd Am IC-31' 1»11 I'1Y�Ilpr I !BOLTS NUTS AND GASKETS 33-I1-05 INK/13 PoppgYalves&Emuin 'ZResiliem Smed Gate Valve*33-12-24 4 I 1 !Rcsikrm ww W fjw Valve yA.Gear3 Amer-Row Control Scdcs 25W Dmwu If94-20247 16' 12113/02 Resilient wed E Gare V. Amvdcwn Flow Cunlml Sedes 2530aM Sertes256 AWWAC515 30',nd16" 08!31/99 'RaaiSam WeJ e(iaW V.I. Arnenranl7ow Conlml sons 25^_0&2524 fall 94-20255) AWWACSl5 20'..d 24" 05fI8N9 ! ,R.ifienl We eC WV.I1e A-nw.Flow Camml Series 2516(SD 9420247) AWWACSl5 216" 10.24/00 EI.26 IRCsiliem WCJ CGw alve Amaimn lbw Cotuml Sr[ies 2sm(Duclik Rom AWSVA C515 4"to 12" a8a35R4 ! !Reatlient Wed Gale Vahe Amar-Fbw Conhm 4T.d 4R"AFC 25M AWWAC515 42' .d 48' 0.5239] L'1-26 ;R-knt Wcdc Gak Valve American AVK(:mn Am-.IAVKHesil'cm S.ded GV AWWAOM 4-N 12' 01/24A72 M-26 Resil'tem Wedce Cmte Valve American AVKCo 20'mtds 1k, EI:6 Kesihcut Scared GaW Valx Y 4'-12" F,76Res[I'tear Seared C Valve M&11 4-IT E1-26 R-hi.J Scaled Wk Valvc M.M'Ca 4"-I2" 11108/99 ;R"ific"I wcdA,GvW Vater A7ueller Co. Seri.A2361 SD6r,47 AWWACSl5 16" 01123103 _ ResilientW cGm Va1w Mueller Co. 5.i.A2340 J.l8"24"ISD 6707) AWWAC515 24".M-111 05/13A)5 tResiII.IWed Gale Vahe Mce]ler Co. M.Mkl 30'&36',0515 AWWAC515 3n"artd 36" 01!31/06 i Resilient Wed Cate Vam M.ft Co. MnOW 42"&48".C-515 AWWA 0515 42"x W 48' 9128/88 E1-26 Resilient Wedee Crete Vahe CWw Vahn Co. AWWA 0509 4"-IT 10f04/94 'Kwik..Wed •Gate Voh'a C'Inw Vol.C.. W RS GV(8D U-20995) AWWAC515 1. L]A)&" Rl?6 ;Reattain Wed a(am Valve Cbw Valve Co_ Clow RW Vahe(SD[3216521 AWWA C515 M aryl smaller 11129!04 ! jR,-.ihmt Wed o Gale Valve Clow VJvc Co. Cl-Mr&36"C-515 AWWA C515 3T Id 36"Nole 3) It130112 R,,il,,ni Wedg,Cle Vahe Cl-Val-C. CWw Vahe M.&12638 AWWA C515 24`tu4A"(Nate 3} 0.5!(18191 E1-26 ERailienl Seined(lure Vahe Slrckham Valuer&Rtunes AWAC",MSraID-arm.- q'_12" G1-26 iReajlkntsear�[Tate Valve II S.Pi and F.vMyl Cn_ Me.os9MO ,nems SPL V4 3"tn l6^ IOR6lI6 33-12.20 11.9 Eon!Su"Calx Vahe L-1( .11 MtlloW set, -VJec&Boat. S1VaIves&Fittings/Rubber Seated But(erfly Valve 33-12-21 07/10/14 I M-30 i R.bher Scaled RwerIlVahe Ilea N.,c,.o. AWWAC-504 24' E1-30 1Rubber S.Ild Bnwl fl Valet Mucucf Co. hWWAC-504 24"flail stnJlcr I/1 M9 EI-30 rRvbber Seated BvuerR Vnh-e D--W&Valves Co. AWWAC-504 24'..d lore, 06112A33 Et-30 'Valulatic Avrtirnn BaacrO Vahe volmatic Volve Rio MAWACRinag Corp. Valnlaric Aatcricau Butte Vahx. AWWAC-504 U 1.84"diameter 0!(06,97 E1-30 Robber Seated Baltedly Vahe M&H Vahe M&HSlvw 4500&1450 AWWA C-5111 24-r.4R' IIV14'10 :'I Y14J+,1--i BunlLh Yfldfl IIA Ini-r 11 Lnlry Ajppw A qwA rl+4 VfldlF w.tri Aww Ae--111 Yl- d- Sampline Station 3117796 seui.n wafer Plus B20 ware, bn-.stnj.v Barrel Fire lidrams 33-12-40 01/15/14 Y 1010IM7 E1-12RarmlFeH nl Arrterlcatr-Darijn Valve Draw Nos.10-1860B,94.18560 Awwna502 0313IMB E-1.12 Bartel It nl Anrnca.D.rhA Valve SnoD-ig No,94-18791 AWWAC-502 09/30/87 E-1-[2 ,D Bl!Stell men CWw Co radon Sho Drawm No.D-19875 AWWAC.502 01112!93 E-I-1mtc 2 !Dq Il.elr.R ram Anuric..AVK(7..,M,,y 27W AWWAC-502 08124188 E-1-12 B-lFim II ram Cow C. roto. Drawjn"]320435,1120436.B20L%M AWWA C-502 E442 FIT C-d Vfllve SboDnwn No.D407831•W AAAIVAC-502 a7f24m? E-1-12 Bre]FuHamm M&IIVm,a Com oho D-ip No.13476 AWWA 0.502 Slop Dr Z.Na 6467 MI"? E1-12 Ilh Battc]Irnell xlmm M.elkrCw n A423Cenrdn AWWAC-502 Shop l)-ft FI I-12 01115mK M-12 IL Bflrrcl l'ucH rant Mcelkr Cam ran A-4238 rCcmm�m 200 AWWAC-502 JOk}N87 E-J-12 '❑ Bmre1 Rm11 inn[ U.S.I'i &Fouad Sha Dmwinx No.960250 AWWAC-502 (116187 E-1-12 B0MLl'ucH rant warm.Cow-y SI D-ing N._SK74M3 AWWAC-502 01/17x16 13-12-40 111 B.-I Fre H mnt EJ{E sr Jordan Iran Works) W.I.Master 5CD250 .ler Awurtenaaces 33-12-10(U7101113) 01/18118 33-12.10 l7nablc Strfl Sflddk Rolnac 202KSNylon Cooled AWWAC-8W 1'2' u,w 24,AN OW28.72 Doubles Saddle Smflb Blair 5317 N lon C bol Doubk 5lv saddle 07/23/12 33-12-10 lbubk3 Srnicc SacMI, Muclkr Con tan UR2S Wublc(SS)Str Dl Saddle AWA'AC800 1'-2"SVC, 24'ME 10!27!87 ,Cb I,Sto,B.B Meter Valves McDwsOJ 6IC0M.6100MT&6I0MT 314"..J 1" 10127/87 !Curb 9la s-Hatt Mcic[Valvcs McDamld 46U3B.46WB.6LC0M.fiIWrMand6I01M LK"flndT ult2wou Coated IqlAns Saddb ndlh D-W s3 S-P JCM bdmldes.(m•. 6406 Double Band SS Saddle 1'-2"Ta *p W 12' 0/5!21112 33.12-25 'Tx - Skew ICoekd SkcU _ JCM lndu encs.Inc. 4]21• d SWcvc IiS5 AWWA C-223 U W 3U"w/12"Ou[ 05/10!11 'Ta Skc+r 48minRss Steel] P.--13t90A.5 Flan a&M90M7 4"4FT nd l6" 02!29112 1 33.1225 'Ta u Skevc lCaamd alttl Ro-c VIS 24U AWWAC-223 U p w42"w124"W1 0229112 3342-25 !Tappinp SI-(mimes.Steen Rama, SSTSmInleas Steel AWWAC-"3Uro 24-w/12^0.1 02U9f12 33.12.25 tTx m Sle-(Smmless SlceD R.- SWIIISMank.Skcl AVMA C-223 Up 10 30'wfIT Oul a uIWJ1 :Joint KcED,Clam Pnwxmeal 3212Bellloinl .Jain R ..,( 4'm3fr 'Plan's Melcr Box wlCat si[c l.iJ DFWPIaskcsl= UtW37C-12-lEPAFFI1v Plm w Maur Bac Wmn site Ud DFw Plasurs Iz DFW39C-12-14PAFF7W 24/3086 (Plastic Meter Aox K site l.id DFW Plastica 1- DFW65C-MIFPAF FFW Cl-"A' i(Goncfck Mc[er Rax 6asaffi IIa CMB37-1172 I tIS I.IDr9 Concrete hterer Rva Russ&Ila CAIR-I8-Dud 14I61.1D-4 C-w Mcmf Boa Bass&Has CMB6S-865 1527 Ll" Polyethylene Encasement 33-I1-10(01108/13) 15/12M 1 EI-13 Pn W ne Err,asmem 171-1 Parka in_- F.1-Em AWWA 0105 8 i LI.D 05!1205 MAI 'PoI h[cuc l:ncasmcm hlaunmi.Smlca PMs[ics(MSP)P"AEP lid. Smnw He[dware AWWACIUS 81niI LLD QW12105 R1-13 C,1-mh lane Elx unens AEPlydmuiea Rullswn C.wlown Rnll&Casket AWWACIC5 %Mil I.IM I Merers 112705,93 I B10I5 tUC1CCim CLxk Mc[tt AwsCoanmuy Model LOW 1kkrto(Chmk Vol,v AWWA 0550 4"-t0' 0905M41 IMa [tc Ddve VenkM Ttabine Herre 61a Ib Dai+e Vertical AWWA C701.Class 1 NOTES 14om OfigiM Star W P,,A.ra List !J� Abore 46'A rase b case basis 7> '30-irxk end lar r v.B Pru. <4a :P.A.t App td 1.36"Howcvm C905 PVC Ii ,sad a SW. Ie24" port m ager pmtrnem stad ons t n ve o W rrwoarze su omn re„rewo u[1sw a meal an od .ter l a m pec Kauons u1 [yeonslnxuon mj"'s. ec sperffiratW oa for sperifk pmdlletn.am k eluded m pmt of Ilse Cansuurlion Conuael Documents.lh2 royuhrmenta oC1he TecWOrel Specrrrcoljon M oW"rtidc[he I'mkk'.tth Water UCpatttlMnl'a Smtmflrd Spcciriralioas and the Pm Watth water Depadraledt's s[arxlard Peal tls J approval nClFe sped(pmJa,'IaW)B 6e baseJ un We reyahenreRlS.(lhCTechdiC815pCCifnali0n W11e1hCI0Irpr 111e8pCeiG'yrOJnel nYferS IhC FOrI WOrIh WflSCf DCpMnlfd1185mndNJ SpG`i(n'alx]ns.r iS On II1C 1'.r[Wdrlh WfllM W I's SWndmd Pmdmc Lixt. 1 € 1 Prepared 3149201. Page 3 /