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Contract 48949
FORT WORTH Cnv SECRETARY I i CONTRACT NO. Ll PROJECT MANUAL FOR THE CONSTRUCTION OF WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-A PART 1 City Project No. 01928 WATER PROJECT NO. 596001-0600430-CO1928-CO1783 SEWER PROJECT NO. 596007-0700430-CO1928-CO1783 DOE No. 6867 Betsy Price David Cooke Mayor City Manager John Robert Carman Water Director Prepared for The City of Fort Worth Water Department �o��e�yby5� 2016 �8 1;`- -. aw Prepared by: CRIADO CIVIL GNGINFI RING LAND SURVEYING SUIMMI:ACE UTILITY ENGINEERING TX Firm Registration No. F-4373 777 Main Street, Suite 600 Fort Worth, Texas 76102 CRIADO Project No. 1171.01 M&C Review Page 1 of 3 Official site of the City of Fort Worth,Texas CITY COUNCIL AGENDA FoRTWoRm COUNCIL ACTION: Approved on 3/21/2017 - Ordinance No. 22636-03-2017 &22637-03-2017 DATE: 3/21/2017 REFERENCE NO.: C-28156 LOG NAME: 6011WSMAP1- STABILEW CODE: C TYPE: NON- PUBLIC CONSENT HEARING: NO SUBJECT: Authorize Execution of a Contract with Stabile & Winn, Inc., in the Amount of $4,211,892.00 for Water and Sanitary Sewer Replacement Contract No. 2011 WSM-A, Part 1, Located in the Sylvan Heights West, Scenic Bluff, Cookies Meadow and West Meadowbrook Neighborhoods, Provide for Additional Project Costs for a Project Total in the Amount of$5,176,090.00 and Adopt Appropriation Ordinances (COUNCIL DISTRICTS 5, 8 and 9 ) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water and Sanitary Sewer Replacement Contract 2011 WSM-A, Part 1 of the Water Capital Fund in the amount of$2,088,885.00 and in the Sewer Capital Fund - Legacy in the amount of $1,632,300.00 from available funds; and 2. Authorize execution of a contract with Stabile and Winn, Inc., in the amount of$4,211,892.00 for Water and Sanitary Sewer Replacement Contract 2011 WSM-A, Part 1. (City Project No. C01928) DISCUSSION: This M&C is to authorize a construction contract for the replacement of the deteriorated water and/or sanitary sewer mains as indicated on the following streets, alleys and easement: Location From To Scope of Work Crooked Lane Morrison Drive [Dead-end IFwater/sewer Primrose Avenue N. Sylvania N. Riverside water Avenue Drive Westbrook Street N. Sylvania Blandin water Avenue Street N. Retta Street E. Belknap Street 1[—Race Street water/sewer Plumwood Street N. Retta Street Blandin water/sewer Street Purington Avenue Tandy Avenue N. Ayers water Avenue Alley between Marigold Blandin Avenue 750 feet sewer Avenue and Primrose Avenue west Alley between Primorose Blandin Avenue 750 feet sewer Avenue and Yacca Avenue west http://apps.cfwnet.org/council_packet/me_review.asp?ID=24449&councildate=3/21/2017 3/22/2017 M&C Review Page 2 of 3 Alley between Primorose Blandin Avenue 230 feet sewer Avenue and Yacca Avenue east Alley between Purington Sanderson 350 feet Avenue and Mt. Vernon Avenue east sewer Avenue Alley between Meadowbrook 200 feet west of 200 feet Avenue and Purington Avenue Tandy Avenue west sewer Easement between Plumwood N. Retta Street 250 feet sewer Street and Race Street west This project was advertised for bid on October 20, 2016 and October 27, 2016 in the Fort Worth Star Telegram and on January 12, 2017, the following bids were received: Bidder Amount Time of Completion Stabile & Winn, Inc. $4,211,892.00 360 Calendar Days Ark Contractor Services, Inc. $4,863,793.00 Jackson Construction, Inc. $5,346,342.50 Atkins Brothers Equipment Company $5,559,696.00 In addition to the contract amount, $487,500.00 (Water: $200,300.00; Sewer: $168,300.00; TPW: $118,900.00) is required for project management, material testing and inspection and $145,700.00 (Water: $55,100.00; Sewer: $42,700.00; TPW: $47,900.00) is provided for project contingencies. This project will have no impact on the Water Department' s operating budget when completed. Construction is expected to start May 2017 and be completed by May 2018. M/WBE OFFICE: Stabile &Winn, Inc., is in compliance with the City's BDE Ordinance by committing to three percent MBE and documenting good faith. Stabile & Winn, Inc., identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 11 percent. Construction for the Water and Sanitary Sewer Replacement Contract 2011 WSM-A, Part 1 Project, is one component of the overall project that includes project management, utility coordination, material testing, inspection, construction and contingencies. The overall project budget is $5,176,090.00. This project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. All streets segments, included in this contract, will be reconstructed with asphalt after the water and sanitary sewer installations are completed. The project is located in COUNCIL DISTRICTS 5, 8 and 9, Mapsco 63F, 63G, 63K, 63L, 63M, 63R, 66Z, 78G and 80D. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budget, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Rehabilitation Fund. The Fiscal Year 2017 Water Operating Fund Budget includes appropriations of $21,060,000.00 for the purpose of providing Pay-As-You-Go funding for Water Capital Projects. After this transfer for Fiscal Year 2017, the balance will be $13,116,130.00. The Fiscal Year 2017 Water Operating Budget includes appropriations of$31,636,073.00 for the purpose of providing Pay-As- http://apps.cfwnet.org/council_packet/mc review.asp?ID=24449&councildate=3/21/2017 3/22/2017 M&C Review Page 3 of 3 You-Go funding for Sewer Capital Projects. After this transfer for Fiscal Year 2016, the balance will be $21,661,621.00. Appropriations for Water and Sanitary Sewer Replacements Contract 2011 WSMA, Part 1 Project by Fund will consist of the following: Fund Existing Additional Project Appropriations Appropriations Total* Street Rehabilitation Fund $0.00 $1,123,909.00 $1,123,909.00 39408 Water Capital Fund $192,423.00 $2,088,885.00 $2,281,308.00 59601 Sewer Capital Fund $138,573.00 $1,633,300.00 $1,770,873.00 - Legacy 59607 Project Total*-71 $330,996.00 $4,846,094.00 $5,176,090.00 TO j Fund Department ; Account i Project Program ActivityBudget Reference# Amount ID i ; ID I Year (Chartfield 2) FROM Fund Department Account Project Program Activity Budget Reference# Amount ID ID I I Year I (Chartfield 2) Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: John Carman (8246) Additional Information Contact: Roberto C. Sauceda (2387) ATTACHMENTS 6011WSMAP STABILEW Form 1295.Pd 6011 WSMAP1 STABILEW MAP 01.pdf 6011WSMAP1 STABILEW MAP 02.pdf 6011WSMAP1 STABILEW MAP 03.pdf 6011 WSMAP1 STABILEW MAP 04.pdf 6011WSMAP1-STABILEW SEWER CAP FUND 2 A017.docx 6011WSMAPl-STABILEW WATER CAP FUND A017(01).docx http://apps.cfwnet.org/council_packet/mc_review.asp?ID=24449&cotincildate=3/21/2017 3/22/2017 C-28156 C CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of l Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2017-157431 Stabile&Winn, Inc. Saginaw,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 01/23/2017 / being filed. City of Fort Worth Date Acknowl�dg�d 1 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. CPN 01928 Contract 2011 WSM-A Part 1-Water, Sewer, and Pavement Replacement Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary Henderson, Jerry Saginaw,TX United States X Winn, Dan Saginaw,TX United States X Stabile,John Saginaw, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AF I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct. o' 'ti YESENIA Sa>4.7R € Notary Publir.,Stafe of Texas Comm.Expires 12-16-2019 Notary 1D 13047082-7 ignatUre of authorized agent of contracting business en ity AFFIX NOTARY STAMP/SEAL ABOVE Sworn to and subscribed before me,by the said Jerry Henderson this the 24th day of January 20 17 to certify which,witness my hand and seal of office. Signaturef ficer ad ministering oath Printed name of officer administering oath Title of officer administerir J oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 I FORT WORTH,.) City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 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 Small0045 41 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 007300 Supplementary Conditions Division 01-General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 0157 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 74 23 Cleaning 0177 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: https://projectpoint.buzzsaw.com/ bz rest/Web/Home/Index?folder=37331#/ bz rest/Web/Item/ Items?folder=180863&count=50&start=0&ownership=Home 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 26 Eleetriea-1 2605 33 Raeeways and Boxes fef Eleetfiea4 Systems 2605 43 L4ider-gr-etffid Duets aiid Raeeways for-Eleetfiea4 Systems Division 31 -Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 312400 Efft.ank,.,ef+. 31 25 00 Erosion and Sediment Control 313600 Cates 31 37 00 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 321123 Flexible Base Courses 32 1129 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3232 13 Cast-in-Place Concrete Retaining Walls CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding,and Sodding 3293 43 Trees and Division 33- Utilities 33 01 30 Sewer and Manhole Testing 3301 31 Closed Circuit Television(CCTV)Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 3304 10 Joint Bonding and Electrical Isolation 33 04 IIG erresion Gentrel Test tta&as 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment, and Backfill 3305 12 Water Line Lowering 3305 13 Frame,Cover and Grade Rings 3305 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 z�1 'ftt;melLiner-Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts,Nuts,and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC)Pressure Pipe 33 i i i 3 Goner-ete Pr-essure Pipe,Bar- Wrapped, Steel Gylifidef-T-�pe 33 11 14 Buried Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber-Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water-Sample Sta&as 33 1260 Standafd Blew off Valve Assembly 33 31 12 Gur-ed in Plaee Pipe(GIPP-) 3331 15 High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1 !� Page 4 of 4 3-1 70 GE)FA ina4ivxr�az i"cct`v'- rSaflita y gewe«1;.fee 44ai l& 33 39 10 Cast-in-Place Concrete Manholes 33 3920 Precast Concrete Manholes 33 3930 Fiber-glass Manholes 33 39 40 Wastewater Access Chamber(WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 41 11 High Density Polyethylene(14PPE) Pipe fei:Stei:Fa Dr-ain 33 4600 Stibdrainage 33 4601 Slet4ed Stemi Dfains 33 4602 '-rei eh Dfaifts 33 4910 Cast in Plaee4r affheles and J�unetiefi Boxes 33 4920 Cw-b and Drop Mlets Division 34-Transportation 34 41 10 Tfa fle Signal;, 34 41 11 Tefftper-afy Tr-a4fie Signals 34 41 13 Remeving T-Faffie Signals 34 41 15 Reetangulaf Rapid Flashing Beaeea 34 41 16 Pedestrian H-ybfid Signal 34-4120 -Readw&y111R1rRCtiefTAssemblies 3471 13 Traffic Control Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents 99 99 0000 Temporary Asphalt Sidewalks, Driveways and Barrier Free Ramps 99 99 0001 Temporary Asphalt Curb and Gutters 99 99 0005 Roadbond En 1 Soil Stabilizer Construction Paving Details D521 Asphalt Pavement Trench Repair-Residential Streets D528 Concrete Residential Driveway Approach with Radius-Asphalt Paving D534 Standard Curb and Gutter D546 Sidewalk Detail Appendix GC-4.01 Availability of Lands GC-4.02 t Subsurface and Physical Conditions GG 4.04 Uti to g.....,n,1 1✓.,eilities GC 4.06 Hazflydees v neiital-Genditieti at Site GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GG 6.24 isErittien GR-01 60 00 Product Requirements GR-01 60 01 Standard Detail Drawing END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 0005 10-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved 7 M&C for the award of the project. M&C insert shall be on blue paper.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO.1 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011,WSM-A PART 1 CITY PROJECT NO. 01928 ADDENDUM RELEASE DATE: November 1,2016 INFORMATION TO BIDDERS: The Drawings and Contract Documents for the above referenced project arc hereby revised and amended as follows: The bid proposal has been modified in its entirely and hereby replaced by the attached proposal. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED &ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addendum No. I could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOV>>LEDGED: B — John R. Carman `/ Director, Water Depa'i-tlnPn Yt Title: its f s�R.1--SI D&-.,-t T" - �� 11 �C,i11-1 �il 0 /L;1r 4 By:Ton Sholola, P.)✓. ' Title: Engineering Manager CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO.2 WATER AND SANITARY SFWFR REPLACEMENT CONTRACT 2011,WSM-A PART I CITY PROJECT NO. 01925 ADDENDUM RELEASE DATE:November 7,2016 INFORMATION TO BIDDERS: The Drawings and Contract Documents for the above referenced project are hereby revised and amended as follows: The bid opening date has been revised from November 17,2016 to December 15,2016. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED &ACKNOWLEDGED ADDENDUM NO.2" Failure to acknowledge the receipt of Addendum No.2 could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: By: John R.Carman `` �'� Director,Water Depa Ime I t 'Title:TU. E Pi4f5Jo6W i— � ` ' (D tl L )�,I By: Tony Sholola,P.E. Title: Engineering Manager CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO.3 WATER AND SANITARY SEWER RE,PLACEME CONTRACT 2011,WSM-A PART 1 CITY PROJECT NO. 01928 ADDENDUM RELEASE DATE: December 1,2016 INFORMATION TO BIDDERS: The Drawings and Contract Documents for the above referenced project are hereby revised and amended as follows: The bid proposal has been modified in its entirely and hereby replaced by the attached proposal. Sheet 41 —44 have been added to the plan set. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED &ACKNOWLEDGED ADDENDUM NO.3" Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: By: John R. Carman Director, Water Departmeat- Title: By: Roberto C. Sauceda,P.E. Title: Senior Professional Engineer CITY OF FORT WORTH Ii WATER DEPARTMENT ! ADDENDUM NOA WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011,WSM-A PART 1 CITY PROJECT NO. 01928 i R ADDENDUM RELEASE DATE: December 13, 2016 7 INFORMATION TO BIDDERS: i The Drawings and Contract Documents for the above referenced project are hereby revised and amended as follows: e h The bid opening date has been revised fi•om December 15,2016 to January 12,2017. # Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal (3) Indicate in upper case letters on the outside of the sealed bid envelope: i "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 4" z Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. A signed copy of this addendum shall be placed i into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: By: John R. Caiman } Director, Water Depai ne it j Title: %t..E Dn Slta o By: Tony Sholola,P.E. Title: Engineering Manager Y h F t i S t 1 i i 000515-I ADDENDA Page I of I 1 SECTION 00 05 15 2 ADDENDUM NO.5 3 CITY OF FORT WORTH 4 WATER DEPARTMENT 5 WATER AND SANITARY SEWER REPLACEMENT 6 CONTRACT 2011,WSM-A,PART 1 7 City Project No.01928 8 Addendum Issue Date:January 06,2017 9 Bid Receipt Date: January 12,2017 10 11 INFORMATION TO BIDDERS: 12 The Drawings and Contract Documents for the above referenced project are hereby revised and 13 amended as follows: 14 The bid proposal has been modified in its entirely and hereby replaced by the attached 15 proposal. 16 Sheet 41-44 have changed to Sheet 25A-25D 17 18 Sheet 25E-25H have been added to the plan set. 19 20 Please acknowledge receipt of the Addendum in the following locations: 21 1. In the space provided below 22 2. In the amended Proposal 23 3. Indicate in upper case letters on the outside of the sealed bid envelope: 24 "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 5" 25 26 Failure to acknowledge the receipt of Addendum No. 5 could cause the subject bidder to be 27 considered "NON-RESPONSIVE", resulting in disqualification. A signed copy of this addendum 28 shall be placed into the proposal at the time of bid submittal. 29 30 Water Department 31 John Robert Carman 32 RECIEP ACl{NO LEDGEED: Director 33 34 BBy: 35 Roberto C. Sauceda,P.E. 36 Company: STA$1 Le O ji►•ir.l� kk r, . Title: Senior Professional Engineer 37 38 39 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 0005 15-1 ADDENDA Pave I of I I SECTION 00 0515 2 ADDENDUM NO. 6 3 CITY OF FORT WORTH 4 WATER DEPARTMENT 5 WATER AND SANITARY SEWER REPLACEMENT 6 CONTRACT 2011,WSM-A,PART 1 7 City Project No.01928 8 Addendum Issue Date: January 11,2017 9 Bid Receipt Date:January 12,2017 10 11 INFORMATION TO BIDDERS: 12 The Drawings and Contract Documents for the above referenced project are hereby revised and 13 amended as follows: 14 The bid proposal has been modified in its entirely and hereby replaced by the attached 15 proposal. 16 17 Please acknowledge receipt of the Addendum in the following locations: 18 1. In the space provided below 19 2. In the amended Proposal 20 3. Indicate in upper case letters on the outside of the sealed bid envelope: 21 "RECEIVED &ACKNOWLEDGED ADDENDUM NO. 6" 22 23 Failure to acknowledge the receipt of Addendum No. 6 could cause the subject bidder to be 24 considered "NON-RESPONSIVE",resulting in disqualification. A signed copy of this addendum 25 shall be placed into the proposal at the time of bid submittal. 26 27 Water Department 28 John Robert Carman 29 RECIEPT ACKNO LEDGEED: Director 30 31 By: By: 32 Roberto C. Sauceda,P.E. 33 Company: STAOALF- 4. 1-k C, Title: Senior Professional Engineer 34 35 36 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 00 11 13-1 INVITATION TO BIDDERS Page I of 3 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Water and Sanitary Sewer Replacement Contract 2015,WSM- 5 A,City Project No. 01928 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth,Texas 76102 11 until 1:30 P.M. CST,Thursday,November 17; 2016,and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate)following: 16 17 Section A-Water Line Improvements 18 450 LF 4' Wide Asphalt Pavement Repair,Residential 19 8,000 LF Temporary Asphalt Paving Repair 20 30 LF 10"PVC Water Pipe 21 6,100 LF 8"PVC Water Pipe 22 65 LF 6"PVC Water Pipe 23 44 LF 6"Water Pipe 24 21 EA 8"Gate Valve 25 8 EA 6"Gate Valve 26 8 EA Fire Hydrant 27 1,287 SY Remove Sidewalk 28 2,426 LF Remove Concrete Curb and Gutter 29 6,510 SY 11"Pavement Pulverization 30 6,510 SY 3" Asphalt Pavement Type D 31 1,510 SF 4" Concrete Sidewalk 32 2,426 LF 7" Concrete Curb and Gutter 33 546 SY Block Sod Placement 34 35 Section B-Sanitary Sewer Line Improvements 36 80 LF 4' Wide Asphalt Pavement Repair,Residential 37 6,000 LF Temporary Asphalt Paving Repair 38 1,600 LF 8"Pipe Enlargement 39 3,300 LF 8" Sewer Pipe 40 215 LF 8"DIP Sewer Pipe 41 100 EA 4" Sewer Service 42 16 EA 4' Manhole 43 363 SY Remove Sidewalk 44 685 LF Remove Concrete Curb and Gutter 45 1,836 SY 11"Pavement Pulverization 46 1,836 SY 3"Asphalt Pavement Type D 47 426 SF 4" Concrete Sidewalk 48 685 LF 7" Concrete Curb and Gutter 49 154 SY Block Sod Placement CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 23,2015 City Project No.01928 0011 13-2 INVITATION TO BIDDERS Page 2 of 3 1 Section C- Street Rehabilitation 2 1650 SY Remove Sidewalk 3 3110 LF Remove Concrete Curb and Gutter 4 8,345 SY 11"Pavement Pulverization 5 57 TN Cement(131bs/sy) 6 8,345 SY 3"Asphalt Pavement Type D 7 3,290 SF 6" Concrete Driveway 8 1,935 SF 4" Concrete Sidewalk 9 3,110 LF 7" Concrete Curb and Gutter 10 700 SY Block Sod Placement 11 12 PREQUALIFICATION 13 The improvements included in this project must be performed by a contractor who is pre- 14 qualified by the City at the time of bid opening.The procedures for qualification and pre- 15 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 16 17 DOCUMENT EXAMINATION AND PROCUREMENTS 18 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 19 of Fort Worth's Purchasing Division website at http://www.fortworthgov.orpurchasing/and 20 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 21 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 22 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 23 Parties Form 1295 and the form must be submitted to the Project Manager before the 24 contract will be presented to the City Council.The form can be obtained at 25 https://www.ethics.state.tx.us/tec/1295-Info.htm . 26 27 Copies of the Bidding and Contract Documents may be purchased from 28 29 Criado and Associates,Inc. 30 4100 Spring Valley Road, Suite 1001 31 Dallas,Texas 75244 32 (972)392-9092 33 34 The cost of Bidding and Contract Documents is: 35 Set of Bidding and Contract Documents with full size drawings: $100 36 Set of Bidding and Contract Documents with half size (if available)drawings: $75 37 38 CITY`S RIGHT TO ACCEPT OR REJECT BIDS 39 City reserves the right to waive irregularities and to accept or reject bids. 40 41 INQUIRIES 42 All inquiries relative to this procurement should be addressed to the following: 43 Attn: Mr. Roberto Sauceda,P.E,City of Fort Worth 44 Email: robert.sauceda@fortworthtexas.gov 45 Phone: (682)432-5478 46 AND/OR 47 Attn: Iskal Shrestha,P.E.,Criado&Associates 48 Email: ishrestha@criadoassociates.com 49 Phone: (972)392-9092 50 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 23,2015 City Project No.01928 00 11 13-3 INVITATION TO BIDDERS Page 3 of 3 1 2 ADVERTISEMENT DATES 3 First date for advertisement,October 20,2016 4 Second date for advertisement,October 27,2016 5 6 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 23,2015 City Project No.01928 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined 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 license 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 https://prolectpoint.buzzsaw.com/fortworthgov/Resources/02°/020- 41 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin2 42 %20Contractor%2OPrequalification%2OProgram/PREQUALTFICATION%20REQ 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 47 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin2 48 %20Contractor%2OPrequalification%2OProgram/PREQUALIFICATION%20REQ 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised August 21,2015 Citi Project No.01928 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://projeclpoint.buzzsaw.com/fortworthizov/Resources/02"/020- 4 %20Construction%2ODocuments/Contractor%2OPrequalification/Water%20and%2 5 OSanitary%2OSewer%2OContractor%2OPrequalification%2OProgam/WSS%20pre 6 qual%20requirements.doc?public 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 prequalification 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 49 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised August 21,2015 Citi Project No.01928 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 11 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised August 21,2015 Citi Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 21,2015 Citi Project No.01928 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 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 11 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. 13 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: Mr. Roberto Sauceda,RE,Water Department 22 Fax: 817-392-8195 23 Email: robert.sauceda@fortworthtexas.gov 24 Phone: (682)432-5478 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 t'/UJ ,{ ve r: i,l01 1 1✓Ui71(gclI/it7fY'astructuMproiects101928-Wand SS 32 Rol contract 2011 WSM-A/Bid Documents Package/Addenda/Part 1 33 34 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 35 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 36 Project. Bidders are encouraged to attend and participate in the conference. City will 37 transmit to all prospective Bidders of record such Addenda as City considers necessary 38 in response to questions arising at the conference. Oral statements may not be relied 39 upon and will not be binding or legally effective. 40 41 7. Bid Security 42 43 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 44 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 45 the requirements of Paragraphs 5.01 of the General Conditions_. 46 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 21,2015 Citi Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 21,2015 Citi Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised August 21,2015 Citi Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised August 21,2015 Citi Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 21,2015 Citi Project No.01928 003513 BID FORM Page 10 of 10 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.pdf ❑ CIQ Form is on file with City Secretary O CIQ Form is being proviriarl to tha (`ity garrefnry ❑ CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: Stabile & Winn, Inc. By: Jerry Henderson P.O. Box 79380 Signature: Saginaw, Texas 76179 0 Title: Vice President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Work-Aaddendum No.6 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176,Local Government Code Date Received by a person who has a business relationship as defined by Section 176.001(1-a)with a local governmental entity and the person 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 person becomes aware of facts that require the statement to be filed. See Section 176.006,Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. Name of person who has a business relationship with local governmental entity. Stabile & Winn, Inc . 2 ❑ Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Name of local government officer with whom filer has employment or business relationship. NONE Name of Officer This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? Yes F-1 No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes FA—] No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? F1 Yes FX I No D. Describe each employment or business relationship with the local government officer named in this section. 4 r4ri, ignature rson doing business with the governmental entity y�� Date Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement Date Received in accordance with Chapter 176,Local Government Code. 1 Name of Local Government Officer NONE 2 Office Held N/A 3 Name of person described by Sections 176.002(a)and 176.003(a), Local Government Code N/A 4 Description of the nature and extent of employment or other business relationship with person named in item 3 N/A 5 List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1),if aggregate value of the gifts accepted from person named in item 3 exceed$250 during the 12-month period described by Section 176,003(a)(2)(B) Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A (attach additional forms as necessary) 6 AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a), Local Government Code. Signature of Local Government Officer AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me,by the said this the day of 20 ,to certify which,witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT Section 176.003 of the Local Government Code requires certain local government officers to file this form. A "local government officer" is defined as a member of the governing body of a local governmental entity; a director, superintendent, administrator, president, or other person designated as the executive officer of the local governmental entity; or an employee of a local governmental entity with respect to whom the local governmental entity has, in accordance with Section 176.005, extended the requirements of Sections 176.003 and 176.004. This form is required to be filed with the records administrator of the local governmental entity not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the facts that require the filing of this statement. A local government officer commits an offense if the officer knowingly violates Section 176.003, Local Government Code.An offense under this section is a Class C misdemeanor. Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. INSTRUCTIONS FOR COMPLETING THIS FORM The following numbers correspond to the numbered boxes on the other side. 1. Name of Local Government Officer. Enter the name of the local government officer filing this statement. 2. Office Held. Enter the name of the office held by the local government officer filing this statement. 3. Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code. Enter the name of the person described by Section 176.002, Local Government Code with whom the officer has an employment or other business relationship as described by Section 176.003(a), Local Government Code. 4. Description of the nature and extent of employment or business relationship with person named in item 3. Describe the nature and extent of the employment or other business relationship with the person in item 3 as described by Section 176.003(a), Local Government Code. 5. List gifts accepted, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed$250. List gifts accepted during the 12-month period (described by Section 176.003(x), Local Government Code)by the local government officer or family member of the officer, excluding gifts described by Section 176.003(a-1), from the person named in item 3 that in the aggregate exceed$250 in value. 6.Affidavit. Signature of local government officer. Adopted 06/29/2007 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Water and Sanitary Sewer Replacement Contract 2011 WSM-A, Part 1 City Project No.: 01928 Units/Sections: Section A-Water Line Improvements Section B-Sanitary Sewer Line Improvements 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 Bid Proposal Work-Aaddendum No.6 momm BID FORM Page cofn 3. Prequo|ificadon ` The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: o. Water Distribution, Urban/Renewal, 10-inch diameter and smaller b. Sewer Collection System, Urban/Renewal, 10-inuhdiameter and smaller o. Sewer Collection System, Urban/Renewal, Pipe enlargement,8-inch diameter and smaller e. HMAC Street Rehabilitation Heavy Maintenance and all items directly associated With the paving. 4. Time ufCompletion 4.1. The Work will be complete for Final Aooap1onoe within 330 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 tothis Bid The following documents are attached toand made apart of this Bid: a. This Bid Form, Section OO41 00 b. Required Bid Bond, Section 0O43 13 issued by surety meeting the requirements ofParagraph 5.01 ofthe General Conditions. o. Proposal Form, Section O04243 d. Vendor Compliance toState Law Non Resident Bidder, Section O04337 o. MVVBEForms(optional ottime ofbid) i. Pmque|iOoationStatement,Section OO4512 g. Conflict ofInterest Affidavit, Section 003513 *If necessary, C|OnrCIS forms are 0oboprovided directly 8oCity Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders O. Total Bid Amount 8.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided belmm, please enter the total bid amount for this project. Only this figure will bnread publicly by the City otthe bid opening. $4.211.032,00 6.2. It is understood and o0mod 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 opFORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised m15oo21 Bid Proposal Work xadoe,ovmNo.s 0041 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is submitted on Jan. 12,2017 by the entity named below. Respectfull submitte , Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: ( ignature) Addendum No. 2: At Addendum No. 3: Jerry Henderson Addendum No.4: (Printed Name) Addendum No. 5: Title: Vice President Company: Stabile&Winn, Inc. Corporate Seal: Address: P.O. Box 79380 Saginaw,Texas 76179 State of Incorporation: Texas Email: ferry.henderson@stabilwinn.com Phone: 817-847-2086 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Bid Proposal Work-Aaddendum No.6 0"2 a? Jim PROPOSAL Po"5.f SECTION 00 42 43 PROPOSALFORM UNIT PRICE BI® Bidder's Application Project Item Information Bidders Proposal Bidlist hem Description Specification Section No. Unit of Bid Quantity Unit Price Bid Value No. Measure Unit I-Water Line Improvements 1 3311.0361 12"PVC Water Pie 33 1112 LF 1610 S62.00 599,820.00 2 3311.0361 10"PVC Water Pie 33 11 12 LF 40 S52.00 S2,080.00 3 3311.0261 8"PVC Water Pie 33 11 12 LF 7660 538.00 $291,080.00 4 3311.016) 6"PVC Water Pie 33 11 12 LF 180 541.00 57,380.00 5 331 1.0061 4"PVC Water Pie 33 11 12 LF 20 541.00 5820.00 6 3312,2001 1"Water Scrvice,Meter Reconnection 33 1210 EA 188 5250.00 S47,000.00 7 3312.2003 V Water Service 33 12 10 EA 188 SL300.00 $244,400.00 8 3312.2101 1 1/2"Water Service Meter Reconnection 33 12 10 EA 2 $700.00 $1,400.00 9 3312.210311/2"Water Service 33 12 10 EA 2 S3,000.00 I 56,000.00 10 3312.2201 2"Water Scrvice,Meter Reconnection 3312 10 EA 1 5800.00 5800.00 11 3312.2201 2"Water Service 33 12 10 EA 1 $3,200.00 S3,200.00 12 024 1.1001 Water Line Grouting 33 11 11 CY I S300.00 S300.00 13 0241.1218 4"-12"Water AbandonmeolPla 024114 EA 5 5550.00 S2,750.00 14 0241.1510 Salvage Fire Hydrant 0241 14 EA 12 S350.00 $4,200.00 Is 024 1.1511 Salvage 3/4'Water Meter 0241 14 EA 4 5125.00 S500.00 16 0241.1513 Salvage 1 1/2"Water Meter 0241 14 EA I 5225.00 5225.00 17 3125.0101 SWPPP>I acre 31 2500 LS 1 5500.00 S500.00 18 3201.0111 4'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 800 S45.00 536,000,00 19 3201.0151 Asphalt Pvmt Repair,Water Service as needed 3201 17 LF 100 545.00 S4,500.00 20 3201.0201 Asphalt Pvmt Repair Beyond Defined Width 3201 17 SY 100 S15.o0 S1,500.00 21 3201.0400 Temporary Asphalt Paving Repair 2"HMAC on 6"CTB) 3201 18 LF 12435 $18.00 S223,830.00 22 3291.0100 Topsoil 3291 19 CY 50 540.00 $2,000.00 23 3292.0101 Utility Service Surface Restoration Sodding 329213 SY 400 59.00 S3,600.00 24 3304.0101 Tem orary Water Services 33 04 30 LS 1 575,000.00 S75,000.00 25 3305.0003 8"Waterline Lowering 3305 12 EA I S2,800.00 52,800.00 26 3305.0005 12"Waterline Lowering 3305 12 EA 1 53,900.00 S3,900.00 27 3305.0109 Trench Safety 3305 10 LF 7700 S1.00 $7,700.00 28 3305.0112 Concrete Collar 3305 17 EA 6 $25.00 S150.00 29 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 4 $750.00 53,000.00 30 3311.0001 Ductile Iron Water Fittings.v/Restraint 33 11 11 TON 11 $7,000.00 $77,000.00 31 13312.0001 Fire Hydrant 33 1240 EA 13 S3,800.00 549.400.00 32 13312.3001 4"Gate Valve 33 1220 EA I 5900.00 5900.00 33 13312.3002 6'Gate Valve 33)220 1 EA 1 13 S1000.00 S13,000.00 34 13312,3003 8"Gate Valve 33 1220 EA 40 $1,400.00 S56,000.00 35 13312.3003 12"Gate Valve 33 1220 EA 5 52,400.00 512,000.90 36 3312.0117 Connection to Existing 4"-12"Water Main 33 1225 EA 6 5800.00 54,80000 37 3471.0001 Traffic Control 347113 MO 12 52,000.00 S24,000.00 38 0241.0300 Remove ADA Ramp 0241 13 EA 4 5275.00 51,100.00 39 0241.0401 Remove Concrete Drive 0241 13 SF 3100 53.00 59,300.00 40 0241.1302 Remove 6"Water Valve 0241 14 EA 5 S125.00 5625.00 41 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 2600 $5.00 S13,000.00 42 10241.1400 Remove Cone Valley Gutter 0241 15 SY 20 $15.00 S300.00 43 10241.1700 11"Pavement Pulverization 0241 15 SY 8060 58.95 S72,137.00 44 13211.0600 Cement 13lbs/s 3211 33 TN 1 55 S156.50 58,607.50 45 13212.0303 3"Asphalt Pvmt Type D 3212 16 SY 7200 $18.00 S 129,600.00 46 13213.03014-Concrete Sidewalk 32 1320 SF 1825 56.00 1 S10,95000 47 13213.0401 6"Concrete Driveway 32 13 20 SF 3000 510.00 I 530,000.00 48 13216,0102 7"Cone Curb and Gutter 32 16 13 LF3000 536.00 S108,000.00 49 3216.0301 6"Cone Valle Gutter at 4500 Psi 32 1613 SY 25 5175.00 54,375.00 503216.0302 11"Cone Valle Gutter,Arterial/industrial 32 16 13 SY 12 5190.00 52,280.00 51 3217.5001 Cmb Address Painting 32 1725 EA 25 550.00 $1250.00 52 13292.0100 Block Sod Placement 3292 13 SY 650 58.00 55,200.00 53 13305.0111 Valve Box Adjustment w/Concrete Collar 330514 EA 7 5300.00 $2,100.00 54 19999.0000 Construction Staking Water 01 71 23 LS I S11,000.00 511,000.00 55 9999.0000 Construction Survey Water 01 7)23 LS I 56,100.00 $6,100.00 56 9999.0002 Tempomry Asphalt Curb and Gutter 999901 LF 400 S L00 $400.00 57 99920003 Temporary Asphalt Driveway and Sidewalk 99 99 00 SF 400 SL00 S400.00 58 9999.0004 Roadbond ENI Soil Stabilizer 999900 GAL 55 S135.00 57,425.00 59 9999.0005 ADA RAMP 99 99 00 EA S S2,500.00 S12,500.00 60 9999.0006 6'Aggregate Drivewa 999900 SF 500 MAO S6 250.00 61 9999.0007 4"A qre ate sidevralk 99 99 00 SF 60 58.50 5510.00 62 9999.0008 Asphalt Parkin Lot 999900 SF 140 511.00 $1,540.00 63 9999.0096 Water Construction allowance 99 99 00 LS 1 J., S75,000.001 575,000.00 Water Line Improvements Total 51,833,484.50 Crry or FORT wwm t STANDA)CONSTRUCTIONSPE.CMCATIONDocu IMS 1',-Re-,,120120120 DO WA-A J L J-No.6 00 J2 43 IIID PROI'OSAI. Pnr 6 to SECTION 00 42 43 PROPOSALFORM UNIT PRICE BI® Bidder's Application Project Item Information Bidders Proposal Hidlist Item Description Specification Section No. MeUnituure R,-,' pid Quantity Unit Price Bid Value No. Unit H-Sanit Sewer Line Improvements 1 3331.4115 8"Sewer Pie 33 11 10,33 31 12,33 31 20 LF 5165 S53.00 5273345.00 2 3331.4119 8"DIP Sewer Pie 33 11 10 LF 215 SI6LOO S34,615.00 3 3331.4113 6"DIP Sewer Pie CSS Backfill 33 11 10 LF 20 591.00 $1,820.00 4 3331.2102 8"CIPP 3331 12 LF 245 S102.00 524,990.00 5 3331.1102 8"Pipe Enlargement 33 31 23 LF 1600 S64.00 S102,400,00 6 3331.0102 6"Sewer Pipe.Point Repair 33 31 22,33 31 23 LF 100 587.00 $8,700.00 7 3331.3101 4'Sewer Service 3331 50 EA 136 51300.00 S231.200.00 8 3331.3101 4"2-Wa Cleanout 3331 50 EA 6 $950.00 S5,700.00 9 0241.2102 6'Sewer Abandonment Plug 0241 14 EA I S325.00 S325.00 10 0241.2103 8'Sewer Abandonment Plug 0241 14 EA 2 5550.00 S1,100.00 11 0241.2201 Remove 4'Sewer Manhole 0241 14 EA 28 S500.00 S14,000.00 12 3125.0101 SWPPP>I acre 31 2500 LS I S!iWo0 5500.00 13 3201011 14'Wide As halt Pvmt Re air,Residential 3201 17 LF I 180 S45.00 58,100.00 14 13201.0400 Temporary Asphalt Paving Repair 2"HMAC on 6"CTB) 3201 IS LF 1 7110 SI8.00 1 5127,980.00 IS 13231.0112 5'Chain Link,Steel 323113 LF 50 S40.00 S2,000.00 IG 13231.0412 6'Fences,Wood 3231 29 LF 300 S30.00 59,000.00 17 13291.0100 Topsoil 3291 19 CY 60 540.00 52,400.00 18 13292.0101 Utility Service Surface Restoration Sodding 3292 13 SY I too 59.00 59.900.00 19 13301.0001 Pre-CCTV Inspection 3301 31 LF 4445 S3.50 S15,557.50 20 13301.0002 Post-CCTV Inspection 3301 31 LF 6158 S2.25 513,855.50 21 13301.0101 Manhole Vacuum Testing 3301 30 EA 31 5275.00 58,525.00 22 3305.0103 Exploratory Excavation ofExisting Utilities 33 05 30 EA 6 51,000.00 S6,000.00 23 3305.0109 Trench Safety 3305 10 LF 6570 52.00 513,140.00 24 3305.0202Imported Embedment/Backfill,CSS 3305 10 CY i SIo0.00 SI00.00 25 3305.0112 Concrete Collar 3305 17 EA 37 5600.00 522,200.00 26 3339.0001 Corrosion Protection(Spectra Shield VF 200 5300.00 S60,000.00 27 3339.0003 Wastewater Access Chamber 33 39 40 EA 3 S4,800.00 514,400.00 28 3339.1001 4'Manhole 1 33 39 10,33 39 20 EA 30 S4,800.00 $144,000.00 29 3339.1002 4'Drop Manhole 1 33 39 10,33 39 20 1 EA 1 3 56,800.00 S20,400.00 30 3339.1003 4'Extra Depth Manhole 33 39 10,33 39 20 VF 100 S200.00 S20,000.00 31 3339.1004 4'Shallow Manhole 33 39 10,33 39 20 EA 455,300.00 S21 200.00 32 3471.0001 Traffic Control 3471 t3 MO 8 52000.00 516,000.00 33 0241.0300 Remove ADA Ram 0241 13 EA 2 5275.00 S550.00 34 0241.0401 Remove Concrete Drive 0241 13 SF 880 S3.00 $2,640.00 35 0241.1300 Remove Cone Curb&Gutter 02 41 15 LF 685 55.00S3,425.00 36 0241.1400 Remove Cone Valley Gutter 0241 15 SY 10 515.00 5150.00 37 0241.1700 11"Pavement Pulverization 0241 15 SY 2910 58.95 526,044.50 38 3211.0600 Cement I3lbs/s) 3211 33 TN 18 5156.50 S2,817.00 39 3212.0303 3"Asphalt Pvmt Type D 3212 16 SY 1950 518.00 S35.100.00 40 3213.0400 5"Concrete Drivewa 32 1320 SF 371 59.75 53,61715 41 3213.0401 6"Concrete Driveway 32 13 20 SF 750 $10.00 S7,500.00 42 3216.0102 7"Cone Curb and Gutter 32 16 13 1 LF 1 700 536.00 525,200.00 43 13216.0301 6"Cone Valley Gutter at 4500 Psi 32 1613 SY 20 5175.00 S3,500.00 44 13217.5001 Curb Address Painting 32 1725 EA 10 S50.00 S500.00 45 13292.0100 Block Sod Placement 3292 13 SY 225 58.00 SI,SOO.00 46 13305.0107 Manhole Ad'ustment w/Concrete Collar 3305 14 EA IO S500.00 55,000.00 47 199W0000 Construction Staking(Sanit Sewer) 01 71 23 LS I 57,000.00 S7,000.00 �L489999.0000onstructionSurve (Sanity Sewer Ol 71 23 IS t 53,000.00 53,000.00 9999.0002 Tem or As halt Curb and Gutter 9999OI LF 320 SLoo 5320.00 9999.0004 Roadbond ENI Soil Stabilizer GAL 15 5135.00 $2,025.00 51 9999.0005 ADA RAMP EA 2 52,500.00 S5,000.00 52 9999.0006 6"A ere ate DrivewaySF 150 512.50 SI,875.00 53 9999.0007 4"Aeere"ate sidewalk SF 45 S8.5o S382.50 54 9999.0096 Sanit Sewer Construction allowance !S I S50,000., 550,000.00 Sanitary Sewer Line lm rovements Total SI,421,299.25 CITY OF FORT WORTH STANDARD CONSTRUCTION SPFCIFICATIO17 D]CUME1rr3 Fun,Iic�iad 20120120 Old Hopcvl W.1, N.6 00 42 43 1111)PROPOSAL Pa�7n[111 SECTION 00 42 43 PROPOSALFORM UNIT PRICE DID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of gid Quantity Unit Price Bid Value No. Measure Unit III-Street Rehabilitation 1 0241,0100 Remove Sidewalk 0241 13 SP 3500 52.50 S8,750.00 2 3305.0108 Misc.Utility Adjustment 00 005 08 LS 1 56,000.00 56,000.00 3 0241.0300 Remove ADA Ramp 0241 13 EA 10 5275.00 S2,750.00 4 0241.0401 Remove Concrete Drive 0241 13 SF 4900 S3.00 514,700.00 5 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 6150 55.00 $30,750.00 6 0241.1400 Remove Cone Valley Gutter 0241 15 SY 115 $15.00 SI,725.00 7 0241.1700 11"Pavement Pulverization 024115 SY 10835 58.95 $9697325 8 3211.0600 Cement 131bs/s 321133 TN 65 SI56.50 $10,172.50 9 3212.0303 3"Asphalt Pvmt Type D 32 12 16 SY 1 13000 518.00 1 S234,000.00 10 3213.0301 4"Cone Sidewalk 32 1320 SF 4200 56.00 1 $25,200.00 11 3213.0401 6'Concrete Driveway 32 1320 SF 4900 S10.00 $49,000.00 12 3216,0102 7"Cone Curb and Gutter 32 16 13 LF 4800 536.00 5172,800.00 13 3216.0301 6"Cone Valley Gutter at 4500 Psi 32 16 13 SY 100 5175.00 S17,500.00 14 3217.5001 Curb Address Painting 32 1725 EA 110 S50.00 S5,500.00 15 3292.0100 Block Sod Placement 3292 13 SY 1000 58.00 S8,000.00 16 3305.0107 Manhole Adjustment w/Concrete Collar 3305 14 EA 12 $500.00 56,000.00 17 3305.0111 Valve Box Adjustment w/Concrete Collar 3305 14 EA 12 5300.00 S3,600.00 18 9999.0004 Roadbond ENI Soil Stabilizer GAL 100 5135.00 S13,500.00 19 9999.0005 ADA RAMP EA 1 10 S2,500.00 525.000.00 20 9999.00066"Aggregate Driveway SF 900 512.50 $11,250.00 21 9999.0007 4"Aeureaate sidewalk SF 125 58.50 $1,062.50 22 9999.0096 Paving Construction allowance LS 1 $50,000.00 $50,000.00 23 3124.0101 Asphalt Pavement and Base Repair 31 2400 CY 125 5265.00 S33,125.00 24 Asphalt Crack Scalant 32 1273 GAL ISO 550.00 57,500.00 25 9999.000 Bort Joint Milling EA 22 S500.00 Sl 1,000.00 26 2"Surface Milling 0241 15 SY 5000 53.00 $15,000.00 27 Misc.Structure Adjustments(Water Meter Box) 3305 14 EA185 550.00 59,250.00 28 320117 6'wide Permanent asphalt pavement repair on Purin ton,Sylvania 3201 17 LF 1500 $58.00 587,000.00 Street Rehabilitation Total $957,108.25 Bid Simimery Unit I-Nater Line Im rovements 51,833,484.50 Unit It-Sanitary Smver Line Im rovements SI,421,299.25 Unit Ill-Street Relrabilitntion I 5957,108.25 Total Bid(Water Line Improvements,Sanitary Sewer Line Improvements and Street Rehabilitation) 54,211,892.00 END OF SECTION CITY OF FORT WORM STANDARD CONMUCT10N SPECIFICATION 130CMEN"S Pone R<.-J 20120120 laid IYoN.ul Work-AnJJ.xA:vn Na.6 Bid Bond Surety Department KNOW ALL MEN BY THESE PRESENTS, That we, Stabile & Winn, Inc., as Principal, hereinafter called the Principal, and the Great American Insurance Company of New York, a Corporation created and existing under the laws of the State of New York, whose principal office is in Cincinnati, OH, as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Fort Worth, Texas, as Obligee, hereinafter called the Obligee, in the sum of Five Percent (5%) of the amount bid Dollars ($ ------------), for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Whereas, the Principal has submitted a bid for Water and Sanitary Sewer Replacement—Contract 2011 WSM-A Part 1 City Proiect No. 01928; Water Project No. 596001-0600430-CO1928-CO1783 Sewer Proiect No. 596007-0700430-CO1928-CO1783 DOE No. 6867 NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 12th day of January, 2017. Attest: Stabile & Winn,IjVc. (Principal) By: By (SEAL) erry H erson, Vice-President Witness: Great American Insurance Company of New York By: Tracy T cke i Fact (SEAL) Form S-3266-4 Printed in U.S.A. 12-70 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 8 of 10 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 all 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 our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of 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. 0 BIDDER: Stabile &Winn, Inc. By: Jerry Henderson P.O. Box 79380 Saginaw, Texas 76179 (Signature) 0 Title: Vice President Date:;Tf� ilp t END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Work-Aaddendum No.6 0045 11-1 BIDDERS PREQUALIFICATIONS Page I of 3 1 SECTION 00 45 11 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 Flows 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/taUennit/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 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011 WSM-A,Part I Revised July 1,2011 City Project No.01928 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. Bidder 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011 WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 Water and Sanitary Sealer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011 WSM-A,Part 1 Revised July 1,2011 City Project No.01928 0045 12 BID FORM Page 9 of 10 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s)listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution, Urban/ Renewal, 0-inch diameter ander �� � ��� LL smaller /30l 4r Sewer Collection System, Urban/Renewal, 10-inch (� n p diameter and smaller �` a-wSo #REF! #REF! The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Stabile&Winn, Inc. By: Jerry end son P.O. Box 79380 Saginaw, Texas 76179 (Signature) 0 Title: Vice President Date: 12-1 2-o 1'71— END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Work-Aaddendum No.6 FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Marls 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 l 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 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 f' CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0045 13-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0045 13-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0045 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCESHEET 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0045 13-8 BIDDER PREQUALIFICATION 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 00 45 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01928. Contractor further certifies that,pursuant to Texas Labor Code, Section 7 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 STAetLE 4-\tJ,11A �ttit By: 1-f V_ �IL1 So 13 Company Please P".rin 14 15 P.O. 6o,x �'Dl3�® Signature: 16 Address 17 18 SgG�tlltww.l. Tx . �1,1 �5 Title: ��e-E_ I�a.Lstl�Ert'T 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 Zr—y—t,,( ,known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of SrTF1%tt.*- +-W g.A1A, 44t-. for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 9 day of 33 Mt�tQ, , 2017J- 34 35 36 37 Notary Public n nd for e State of Texas 38 39 END OF SECTION a Fav d&"�N4 YESENIA SALAZAR 40 3�� NotaryE'ubiic,SiateofTexas :,I Comm.Expires 12-16-2019 s�uy•,,..--o%"N©tarY IU 13047082-7 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 004540-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOALS 14 The City's MBE goal on this project is 11% of the total bid value of the contract (Base bid applies to 15 Parks and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 18 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 19 20 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 22 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Prime Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 The applicable documents must be received by the Purchasing Division, within the following times 30 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 31 deliver the MBEdocumentation in person to the appropriate employee of the purchasing division and 32 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the 33 time allocated. A faxed and/or emailed copy will not be accepted. 34 1. Subcontractor Utilization Form,if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening participation is less than stated goal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if no day after the bid opening date, exclusive of the bid opening MBEparticipation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. 35 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised June 9,2015 City Project No.01928 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 `\. 5. Joint Venture Form,if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 7 Any Questions,Please Contact The M/WBE Office at(817) 212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised June 9,2015 City Project No.01928 005243-1 Agreement Page 1 of 4 1 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on /4 fi is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Stabile &Winn, Inc ., authorized to do business in Texas, acting by and 7 through its duly authorized representative, ("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 Water and Sanitary Sewer Replacement Contract 2011,WSM-A Part-1 17 City Project No. 01928 18 DOE No. 6867 19 Article 3. CONTRACT TIME ( 20 3.1 Time is of the essence. 21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 22 Documents are of the essence to this Contract. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 405 days after the date when the 25 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that City will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 30 General Conditions. The Contractor also recognizes the delays, expense and difficulties 31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 32 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 City Six Hundred and Fifty Dollars ($650) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CYrY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 17,2012 City Project No.01928 005243-2 Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 City agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Four Million, Two Hundred Eleven Thousand,Eight 40 Hundred Ninety-Two Dollars ($4,211,892.00). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between City and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form 48 1) Proposal Form 49 2) Vendor Compliance to State Law Non-Resident Bidder 50 3) Prequalification Statement 51 4) State and Federal documents (project specific) 52 b. Current Prevailing Wage Rate Table 53 c. Insurance ACORD Form(s) 54 d. Payment Bond 55 e. Performance Bond 56 f. Maintenance Bond 57 g. Power of Attorney for the Bonds 58 h. Worker's Compensation Affidavit 59 i. MBE and/or SBE Commitment Form 60 3. General Conditions. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and,if issued,become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 17,2012 City Project No.01928 005243-3 Agreement Page 3 of 4 76 Article 6.INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of,the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused,in whole or in part, by any act,omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs,expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city,its officers,servants and employees,from and against any and all loss,damage 90 or destruction of property of the city,arising out of,or alleged to arise out of,the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sought were caused,in whole or in part, 95 by any act,omission or negligence of the city. 96 97 Article 7.MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 100 have the meanings indicated in the General Conditions. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the City. 104 7.3 Successors and Assigns. 105 City and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon CITY and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised August 17,2012 City Project No.01928 005243-4 Agreement Page 4 of 4 117 7.6 Other Provisions. 118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 119 classified, promulgated and set out by the City, a copy of which is attached hereto and 120 made a part hereof the same as if it were copied verbatim herein. 121 7.7 Authority to Sign. 122 Contractor shall attach evidence of authority to sign Agreement, if other than duly 123 authorized signatory of the Contractor. 124 125 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 126 counterparts. 127 128 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 129 Contractor: City of Fort Worth Stabile & Winn, Inc. �r�^` By: Jay Chapa By: Assistant City Manager V 01V (Signature) 11 Date -Y,-:3 Jerry Henderson Attest: k•Q•d. (Printed Name) City Se etary ( (Seal) .( OF F� V. Title: Vice President Address: P 0 Box 79380 M&C Date: I zR r-;- Sol —I s}Li 31 City/State/Zip: Saginaw, Tx 76179-0380 Approved as to Form and Legality: Date Douglas W. Black Senior Assistant City Attorney 130 131 132 APPROVAL RECOMMENDED: 133 134 Ll.•. 135 136 Chris Harder, P.E. 137 Assistant DIRECTOR, 138 WATER DEPARTMENT 139 Water and Sanitary Sewer Replacement CITY OF FORT WORTH Contract 2011,WSM-A,Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0/928 Revised February 2,2016 i Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract,including ensuring all performance and report' g requirements. Signature r"t//v C PG: Name of Employee _Senior Professional Engineer Title Bond#CA 1752829 006113-1 PERFORMANCE BOND Page I or 2 I SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Stabile&Winn, Inc. , known as "Principal"herein 8 and Great American Insurance Company of New York ,a corporate surety(sureties, 9 if more than one)duly authorized to do business in the State of Texas,known as"Surety"herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth,a municipal I I corporation created pursuant to the laws of Texas,known as"City"herein, in the penal sum of, 12 Four Million,Two Hundred Eleven Thousand,Eight Hundred Ninety-Two Dollars 13 ($_4.211,892.00 ), lawful money of the United States,to be paid in Fort Worth,Tarrant County, 14 Texas for the payment of which sum well and truly to be made, we bind ourselves,our heirs, 15 executors,administrators,successors and assigns,jointly and severally, firmly by these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City 17 awarded the 'zi day of M•1 �� ,20-Z±,which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 19 labor and other accessories defined by law,in the prosecution of the Work, including any Change 20 Orders,as provided for in said Contract designated as Water and Sanitary Sewer Replacement 21 Contract 2011,WSM-A Part-I,City Project No.01928. 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work,including Change Orders, under the Contract,according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void,otherwise to remain in full force and effect. 28 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 30 Worth Division. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 Govemment Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 i Cil 20_L. 7 PRINCIPAL: 8 Stabile&Winn, Inc. 9 10 1 l BY—Y,.44 • - 12 6Zt re 13 ATT t�� 14 15 Jerry Henderson,Vice-President 16 (Principal)Secretary Name and Title 17 18 �� Address: P O Box 79380 19 i— - �_,` Saginaw,TX 76179-0380 20 . 2 ' 22i"Hess as to Principal SURETY: 24 Great American Insurance Company 25 of New Yo 26 27 BY: 28 Signature 29 30 Tracy Tucker,Attorney-in-Fact 31 Name and Title 32 33 Address: 900 Summit Ave. 34 � t Worth,T7 76102 _ 35 36 37 Witness as to Surety Telephone Number: 817/336-8520 _ 38 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM•A,Part I Revised July I,2011 City Project No.01928 Bond#CA 1752829 0061 14-1 PAYMENTHOND Page I of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § S § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Stabile & Winn, Inc. known as "Principal" herein, and 9 Great American Insurance Company of New York , a corporate surety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 13 penal sum of Four Million, Two Hundred Eleven Thousand, Eight Hundred Ninety-Two_ 14 Dollars ($ 4,211,892.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 2! day of a G 20___iJ—, which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as Water and Sanitary Sewer Replacement Contract 2011, WSM-A, 23 Part- 1,City Project No.01928. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies awing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011.WSM•A.Part I Rcvked July I,2011 City Project No.01928 0061 14.2 PAYMENTBOND Page 2 of 2 I IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 4 ' day of 3 4i ear , 20 4 PRINCIPAL: Stabile&Winn,Inc. ATT ST: BY: �1gn ur Jerry Henderson,Vice-President (Pri ecretary Name and Title Address: P O Box 79380 Saginaw,TX 76179-0380 ness as to Principal SURETY: Great American Insurance Company of New Yor ATTEST: BY lgnature Tracy Tucker,Attorney-in-Fact__ (Surety)Secretary Name and Title Address: 900 Summit Ave. Ft Worth,TX 76102 -A�1 �1 -,Z�1��." Witness as to Surety Telephone Number: 817/336-8520 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1.2011 City Project No.01428 Bond#CA 1752829 0061 19.1 MAINTENANCE BOND Page I of 3 I SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Stabile&Winn. Inc. ,Inc,known as"Principal"herein and 9 _Great American Insurance Company of New York ,a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas,known as "Surety"herein (whether one I I or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created 12 pursuant to the laws of the State of Texas,known as"City"herein, in the sum of Four Million. 13 Two Hundred Eleven Thousand, Eight Hundred Ninety-Two Dollars($4,21 1.892.00 ), lawful 14 money of the United States,to be paid in Fort Worth,Tarrant County,Texas, for payment of 15 which sum well and truly be made unto the City and its successors, we bind ourselves,our heirs, 16 executors,administrators,successors and assigns,jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the '' day of 201�"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 Water and Sanitary Sewer 24 Replacement Contract 2011,WSM-A Part 1,City Project No.01928;and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two(2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CrrY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A.Part I Revised July I,2011 City Project No.01928 0061 19-3 MAINTENANCE BOND Page 3 of 3 I 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 day of A 4i 1/4 3 20 4 5 PRINCIPAL: 6 Stabile&Winn, Inc. 7 8 9 BY. 10 S' n re I I ATTES . 12 13 Jerry Henderson,Vice-President 14 (Princip retary Name and Title 15 16 Address: P O Box 79380 17 f Saginaw,TX 76179-0380 18 19 �� 1\� Witness as to Principal 21 SURETY: 22 Great American Insurance Company 23 of New York 24 25 BY. 26 Signat re 27 28 Tracy Tucker,Attorney-in-Fact 29 ATTEST: Name and Title 30 31 Address: 900 Summit Ave. + 32 (Sure Secretary i Ft Worth,TX 76102 33 34 =-/,�T 35 Witness as to Surety Telephone Number: 817/336-8520�� 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. 41 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July I,2011 City Project No.01928 GREAT AMERICAN INSURANCE COMPANY OF NEW YORK New York Administrative Office:301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than FIVE No. 0 14893 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK,a corporation organized and existing under and by virtue of the laws of the State of New York,does hereby nominate,constitute and appoint the person or persons named below its true and lawful attorney-in-fact,for it and in its name, place and stead to execute on behalf of the said Company,as surety,any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power TRACY TUCKER STEVEN TUCKER ALL OF ALL W.LAWRENCE BROWN BENNETT BROWN FORT WORTH, $100,000,000.00 KEVIN J.DUNN TEXAS This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF,the GREATAMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 22ND day of DECEMBER , 2015 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK '- SEAL = Assistant Secrelary Divisional Senior Dice President DAVID C.KITCHIN(877-377-2405) STATE OF OHIO, COUNTY OF HAMILTON-ss: On this 22ND day of DECEMBER 2015 ,before me personally appeared DAVID C.KITCHIN,to me known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York,the Company described in and which executed the above instrument; that he knows the seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. &UnA Kdholrllt Notify Pu*80 of Of dfl MY EVIr"013 48,2020 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated May 14,2009. RESOLVED: That the Divisional President, the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisional Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof,•to prescribe their respective duties and the respective limits of their authority,-and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I,STEPHEN C. BERAHA,Assistant Secretary of Great American Insurance Company of New York, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been revoked and are now in full force and effect. (� Signed and sealed this 2` day of E CAL = Assistant Secretaiy S1185L(06/15) Great American Insurance Company of New York GREATAmERICAN, Great American Alliance Insurance Company INSURANCE GROUP Great American Insurance Company IMPORTANT NOTICE: To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 FAX: 1-512-475-1771 Your notice of claim against the attached bond may be given to the surety company that issued the bond by sending it by certified or registered mail to the following address: Mailing Address: Great American Insurance Company P.O. Box 2119 Cincinnati, Ohio 45202 Physical Address: Great American Insurance Company 301 E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Claim office by: Fax: 1-888-290-3706 Telephone: 1-513-369-5091 Email: bondclaims@gaic.com PREMIUM OR CLAIM DISPUTES: If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. F.9667A(3/11) DATE ACERTIFICATE OF LIABILITY INSURANCE 3/1/2017) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 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 CONTACT Jud Branch NAME: Y Tucker Agency, Ltd. PHONE . (817)336-8520 A/C No:(817)336-6501 P O Box 2285 nooRESS:Judy@tuckeragency.corn INSURERS AFFORDING COVERAGE NAIC p Ft. Worth TX 76113 INSURER AAmerisure Mutual Insurance Cc INSURED INSURER B Ameri sure Insurance Company Stabile & Winn Inc. INSURERC: Po BOX 79380 INSURER D: INSURER E: Saginaw TX 76179-0380 INSURERF: COVERAGES CERTIFICATE NUMBER:16/17 All Lines REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUB POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DDIYYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO_ArR= X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE OCCUR Y Y CPP 2083085 04 6/28/2016 6/28/2017 MED EXP(Any one person) $ 5,000 X XCU Included PERSONAL&ADV INJURY $ 1,000,000 X Contractual Liability GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICYFX]JECT PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED Y YCA 2055209 08 6/28/2016 6/28/2017 BODILYINJURY(Per accident) $ AUTOS AUTOS X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident Uninsured motorist combined $ 85,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ C Y Y U 2030254 12 6/28/2016 6/28/2017 $ B WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY '�` I ER ANY PROPRIETOR/PARTNER/EXECUTIVEa NIA E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? C 2030255 11 6/28/2016 6/28/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below Y E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Project No: 01928 Water and Sanitary Sewer Replacement Additional insured as required by written contract applies to all policies except workers compensationt. General liability additional insured is primary and non-contributory and includes ongoing and completed operations if required by written contract. Waiver of subrogation as required by written contract applies to all policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Worth ACCORDANCE WITH THE POLICY PROVISIONS, 200 Texas Street Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE Tracy Tucker/JUDY ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 onion..m m Tho Arr1Rrt nama anri Innn aro ranicfarari marirc of A(r)Pr) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT f. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision;December2l,2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology.......................................................................................................... l 1.01 Defined Terms............................................................................................................................... l 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............................................................................................................................l 1 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................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 Representative .....................................................................................................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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Collect 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 Article 16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. 6. 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 2 of 63 13. Change Order A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perforin specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney– The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract.A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones,if any and(ii)complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 Representative—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954(42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours— Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day,not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. r' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 Schedzrles 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 conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph E CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Docember2l,2012 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 a Submittal(subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: I. 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 00 72 00-1 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 named in the Supplementary Conditions as "Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. £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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 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 01 25 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. Business Diversity Enterprise Ordinance Compliance.• It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended)by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE 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 and/or SBE. Material misrepresentation of any nature may 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-I 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 maybe 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 6.09.13. 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. http://www.window.state.tx.us/taxinfo/taxforms/93-fonns.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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 4' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 614.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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. r, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 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 5.02.13. 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 OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. 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 PROVISION IS t' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 VI, 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. f, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative 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 Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative 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 Representative'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 Representative'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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative 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 Representative 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 Representative 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities,fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 11.0l.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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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. t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 46 of 63 E. For callout work or non-site specific Contracts, the pians 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.B.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.Q. 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, 11.01.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.O1.A.4 and 11.O1.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 12.0t.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 I1.0l.A.1 and I1.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.13; 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 00 72 00-1 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.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 later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due.- 1. ue: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 malting 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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. E CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or 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 permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the. Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 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.1.,"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 March 8,2016. 37 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2,"Availability of Lands" 47 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 1,2013 City Project No.01928 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 Utilities or obstructions to be removed,adjusted,and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 4 as of March 8,2016. 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NO KNOWN UTILITY ADJUSTMENTS-CONTRACTOR TO LOCATE AND PROTECT EXISTING UTILILIES 6 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A.,"Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 NONE 14 15 The following are drawings of physical conditions in or relating to existing surface and subsurface 16 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 17 NONE 18 19 SC-4.06A.,"Hazardous Environmental Conditions at Site" 20 21 The following are reports and drawings of existing hazardous environmental conditions known to the City: 22 NONE 23 24 SC-5.03A.,"Certificates of Insurance" 25 26 The entities listed below are"additional insureds as their interest may appear"including their respective 27 officers,directors,agents and employees. 28 29 (1) City 30 (2) Consultant: Criado and Associates,Inc. 31 (3) Other:NONE 32 33 SC-5.04A.,"Contractor's Insurance" 34 35 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 36 coverages for not less than the following amounts or greater where required by laws and regulations: 37 38 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 39 40 Statutory limits 41 Employer's liability 42 $100,000 each accident/occurrence 43 $100,000 Disease-each employee 44 $500,000 Disease-policy limit 45 46 SC-5.04B.,"Contractor's Insurance" 47 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 1,2013 City Project No.01928 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 5.04B.Commercial General Liability,under Paragraph GC-5.0413. Contractor's Liability Insurance 2 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 3 minimum limits of- 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 9 General Aggregate Limits apply separately to each job site. 10 11 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C.,"Contractor's Insurance" 15 5.04C.Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under 16 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 19 defined as autos owned,hired and non-owned. 20 21 S1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person/ 25 $500,000 Bodily Injury per accident/ 26 $100,000 Property Damage 27 28 SC-5.04D.,"Contractor's Insurance" 29 30 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 31 material deliveries to cross railroad properties and tracks NONE. 32 33 SC-6.04.,"Project Schedule" 34 35 Project schedule shall be tier 3 for the project. 36 37 SC-6.07.,"Wage Rates" 38 39 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 40 Appendixes: 41 Heavy and Highway Construction Projects 2013 42 <Buzzsaw location,Resources/02-Construction Documentsl5pecications/Div 00-General 43 Conditions/CFW Wage Rate Table 20080708.pdf> 44 45 SC-6.09.,"Permits and Utilities" 46 47 SC-6.09A.,"Contractor obtained permits and licenses" 48 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 49 Right of Entry for installation and sanitary sewer main: 50 2744 Marigold Ave. 51 2748 Marigold Ave. 52 2740 Marigold Ave. 53 2736 Marigold Ave. 54 2732 Marigold Ave. 55 2728 Marigold Ave. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 1,2013 City Project No.01928 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 2720 Marigold Ave. 2 2716 Marigold Ave. 3 2767 Primrose Ave. 4 2616 Marigold Ave. 5 2620 Marigold Ave. 6 2621 Primrose Ave. 7 2708 Marigold Ave. 8 2704 Marigold Ave. 9 2700 Marigold Ave. 10 2712 Marigold Ave. 11 2615 Primrose Ave. 12 2701 Primrose Ave. 13 2705 Primrose Ave. 14 2709 Primrose Ave. 15 2713 Primrose Ave. 16 2719 Primrose Ave. 17 2721 Primrose Ave. 18 2725 Primrose Ave. 19 2761 Primrose Ave. 20 2725 Yucca Ave. 21 2765 Primrose Ave. 22 2769 Primrose Ave. 23 2766 Primrose Ave. 24 2768 Primrose Ave. 25 2764 Primrose Ave. 26 2760 Primrose Ave. 27 2724 Primrose Ave. 28 2720 Primrose Ave. 29 2616 Primrose Ave. 30 2741Yucca Ave. 31 2745 Yucca Ave. 32 2614 Primrose Ave. 33 2615 Yucca Ave. 34 2617 Yucca Ave. 35 2621 Yucca Ave. 36 2701 Yucca Ave. 37 2705 Yucca Ave. 38 2707 Yucca Ave. 39 2709 Yucca Ave. 40 2717 Yucca Ave. 41 2721 Yucca Ave. 42 2729 Yucca Ave. 43 2733 Yucca Ave. 44 2737 Yucca Ave. 45 2801 Yucca Ave. 46 2805 Yucca Ave. 47 2800 Primrose Ave. 48 2804 Primrose Ave. 49 2810 Primrose Ave. 50 2812 Primrose Ave. 51 2811 Yucca Ave. 52 53 SC-6.09B."City obtained permits and licenses" 54 The following are known permits and/or licenses required by the Contract to be acquired by the City: 55 NONE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 1,2013 City Project No.01928 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 2 SC-6.09C."Outstanding permits and licenses" 3 4 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of March 8, 5 2016 6 7 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 8 9 SC-7.02.,"Coordination" 10 11 The individuals or entities listed below have contracts with the City for the performance of other work at 12 the Site: 13 Vendor Scope of Work Coordination Authority NONE 14 15 16 SC-8.01,"Communications to Contractor" 17 NONE 18 19 SC-9.01.,"City's Project Representative" 20 21 The following firm is a consultant to the City responsible for construction management of this Project: 22 NONE 23 24 SC-13.03C.,"Tests and Inspections" 25 NONE 26 27 SC-16.01C.1,"Methods and Procedures" 28 NONE 29 30 31 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised April 1,2013 City Project No.01928 01 11 00-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PARTI - 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 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 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 j 38 delay in the construction operations. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 11 00-2 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 11 00-3 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 25 00-1 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 limited 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 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 11 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July I,2011 City Project No.01928 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 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 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 19 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 I 1 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 31 19-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 0131 19 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 17,2012 City Project No.01928 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. 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,easements 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 in. 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 J. Questions or Comments CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 17,2012 City Project No.01928 0131 19-3 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised August 17,2012 City Project No.01928 0131 20-1 PROJECT MEETINGS Pagel of 3 1 SECTION 01 31 20 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 0132 16-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 limit. 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 Water and Sanitary SeNver Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 0132 16-4 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 SUBMITTALS 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 0132 16-5 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 01 32 33-1 PRECONSTRUCTION VIDEO Page 1 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 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 [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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 013233-2 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 013300-1 SUBMITTALS Page I of 8 1 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 Times 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 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 1/2 inches x 11 inches to 8 1/z inches x flinches. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 3300-3 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 information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 013300-4 SUBMITTALS Page 4 of 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 I. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 3300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) 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 shall 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. 19 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 1 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 3300-6 SUBMITTALS Page 6 of 8 1 1) "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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 013300-7 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 SUBMITTALS/INFORMATIONAL 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] r' CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 3300-8 SUBMITTALS Page 8 of 8 1 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 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 0135 13-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 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 h. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0135 13-3 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 1. 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 1) 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 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 0131 13 46 G. Water Department Coordination CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 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 I. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 35 13-5 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 e. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 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 1.43—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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 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 WILL 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 s CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORTH Date: DOE nO.XXXX Project name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 4 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 014523-I 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 Forms 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 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 performed. 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. I CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 014523-2 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) 1 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 load 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 SUBMITTALS/INFORMATIONAL 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 015000-1 TEMPORARY FACILITIES AND CONTROLS Page I 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 5000-2 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 11 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 [OR] 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 015000-4 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 5526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 5526-2 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 11 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 L 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] 30 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 3 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 57 13-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PARTI - 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 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 3. Section 3125 00—Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 a. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 a. Measurement and Payment shall be in accordance with Section 3125 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent:NOI 23 2. Notice of Termination:NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change:NOC 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification,unless a date is specifically cited. 31 2. Integrated Storm Management(iSWM)Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Storm water Pollution Prevention Plan. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 57 13-2 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. 1 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 1 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 3125 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 01 57 13-3 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 01 33 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 58 13-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 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 Forms 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 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 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Se\Ver Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 60 00-1 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. Resources\02 -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 SUBMITTALS/INFORMATIONAL 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 66 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 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 12 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] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL 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. f CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 EXAMINATION [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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 6600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 3 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 70 00-1 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 1) 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 11 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 7000-2 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 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby,idle time,or lost profits associated this 46 Item. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time,or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby,idle time,or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time,or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 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 [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 017123-I CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 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 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed,by Contractor's neglect, such that the 18 contracted Work cannot take place,then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts,dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe(each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature,etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection,curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data,including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it,as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances,immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 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 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING[NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 24 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 7423-1 CLEANING Page 1 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: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I —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 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 [NOT USED] 30 1.10 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 7423-2 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 FORT WORTH Water and Sanitary SeNver Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 01 7423-4 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] 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 77 19-1 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 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 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 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 01 78 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 It. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 01 77 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 01 7823-1 OPERATION AND MAINTENANCE DATA Page I 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 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. 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 0133 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 %2 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 k CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 017823-2 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 11 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 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 "trouble shooting" 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 f. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 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 f. 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 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 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 01 7839-1 PROJECT RECORD DOCUMENTS Page I of 4 I 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 r' 36 Record Documents. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 3.1 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised July 1,2011 City Project No.01928 01 7839-3 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 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 that 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 3.12 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised July 1,2011 City Project No.01928 0241 15-1 PAVING REMOVAL Page 1 of 6 I SECTION 02 41 15 2 PAVING REMOVAL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing concrete paving, asphalt paving and brick paving 7 2. Removing concrete curb and gutter 8 3. Removing concrete valley gutter 9 4. Milling roadway paving 10 5. Pulverization of existing pavement 11 6. Disposal of removed materials 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 3. Section 32 1133 -Cement Treated Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Remove Concrete Paving: measure by the square yard from back-to-back of 22 curbs. 23 b. Remove Asphalt Paving: measure by the square yard between the lips of 24 gutters. 25 c. Remove Brick Paving:measure by the square yard. 26 d. Remove Concrete Curb and Gutter: measure by the linear foot. 27 e. Remove Concrete Valley Gutter: measure by the square yard 28 f. Wedge Milling: measure by the square yard for varying thickness. 29 g. Surface Milling: measure by the square yard for varying thickness. 30 h. Butt Milling: measured by the linear foot. 31 i. Pavement Pulverization: measure by the square yard. 32 j. Remove Speed Cushion: measure by each. 33 2. Payment 34 a. Remove Concrete Paving: full compensation for saw cutting,removal, hauling, 35 disposal,tools,equipment, labor and incidentals needed to execute work.For 36 utility projects,this Item shall be considered subsidiary to the trench and no 37 other compensation will be allowed. 38 b. Remove Asphalt Paving: full compensation for saw cutting,removal,hauling, 39 disposal,tools,equipment,labor and incidentals needed to execute work. For 40 utility projects,this Item shall be considered subsidiary to the trench and no 41 other compensation will be allowed. For utility projects,this Item shall be 42 considered subsidiary to the trench and no other compensation will be allowed. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0241 15-2 PAVING REMOVAL Page 2 of 6 1 c. Remove Brick Paving: full compensation for saw cutting,removal, salvaging, 2 cleaning,hauling,disposal,tools, equipment, labor and incidentals needed to 3 execute work. For utility projects,this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 d. Remove Concrete Curb and Gutter: full compensation for saw cutting,removal, 6 hauling, disposal,tools,equipment, labor and incidentals needed to execute 7 work. For utility projects,this Item shall be considered subsidiary to the trench 8 and no other compensation will be allowed. 9 e. Remove Concrete Valley Gutter: full compensation for saw cutting,removal, 10 hauling,disposal,tools,equipment, labor and incidentals needed to execute 11 work. 12 f. Wedge Milling: full compensation for all milling,hauling milled material to 13 salvage stockpile or disposal,tools, labor,equipment and incidentals necessary 14 to execute the work. 15 g. Surface Milling: full compensation for all milling,hauling milled material to 16 salvage stockpile or disposal,tools, labor,equipment and incidentals necessary 17 to execute the work. 18 h. Butt Milling: full compensation for all milling,hauling milled material to 19 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 20 to execute the work. 21 i. Pavement Pulverization: full compensation for all labor,material,equipment, 22 tools and incidentals necessary to pulverize,remove and store the pulverized 23 material,undercut the base,mixing,compaction,haul off, sweep,and dispose 24 of the undercut material. 25 j. Remove speed cushion: full compensation for removal,hauling, disposal, 26 tools, equipment, labor, and incidentals needed to execute the work. For utility 27 projects,this Item shall be considered subsidiary to the trench and no other 28 compensation will be allowed. 29 k. No payment for saw cutting of pavement or curbs and gutters will be made 30 under this section. Include cost of such work in unit prices for items listed in 31 bid form requiring saw cutting. 32 1. No payment will be made for work outside maximum payment limits indicated 33 on plans,or for pavements or structures removed for CONTRACTOR'S 34 convenience. 35 1.3 REFERENCES 36 A. ASTM International(ASTM): 37 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 38 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE [NOT USED] 45 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 0241 15-3 PAVING REMOVAL Page 3 of 6 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT [NOT USED] 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 EXAMINATION [NOT USED] 10 3.2 INSTALLERS [NOT USED] 11 3.3 PREPARATION 12 A. General: 13 1. Mark paving removal limits for City approval prior to beginning removal. 14 2. Identify known utilities below grade -Stake and flag locations. 15 3.4 PAVEMENT REMOVAL 16 A. General. 17 1. Exercise caution to minimize damage to underground utilities. 18 2. Minimize amount of earth removed. 19 3. Remove paving to neatly sawed joints. 20 4. Use care to prevent fracturing adjacent,existing pavement. 21 B. Sawing 22 1. Sawing Equipment. 23 a. Power-driven. 24 b. Manufactured for the purpose of sawing pavement. 25 c. In good operating condition. 26 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 27 2. Sawcut perpendicular to the surface to full pavement depth,parallel and 28 perpendicular to existing joint. 29 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 30 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 31 joint, cold joint,expansion joint, edge of paving or gutter lip,remove paving to that 32 joint, edge or lip. 33 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 34 neat, straight line for the purpose of removing the damaged area. 35 C. Remove Concrete Paving and Concrete Valley Gutter 36 1. Sawcut: See 3.4.13. 37 2. Remove concrete to the nearest expansion joint or vertical saw cut. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 0241 15-4 PAVING REMOVAL Page 4 of 6 1 D. Remove Concrete Curb and Gutter 2 1. Sawcut: See 3.4.13. 3 2. Minimum limits of removal: 30 inches in length. 4 E. Remove Asphalt Paving 5 1. Sawcut: See 3.4.13. 6 2. Remove pavement without disturbing the base material. 7 3. When shown on the plans or as directed,stockpile materials designated as 8 salvageable at designated sites. 9 4. Prepare stockpile area by removing vegetation and trash and by providing for 10 proper drainage. 11 F. Milling 12 1. General 13 a. Mill surfaces to the depth shown in the plans or as directed. 14 b. Do not damage or disfigure adjacent work or existing surface improvements. 15 c. If milling exposes smooth underlying pavement surfaces,mill the smooth 16 surface to make rough. 17 d. Provide safe temporary transition where vehicles or pedestrians must pass over 18 the milled edges. 19 e. Remove excess material and clean milled surfaces. 20 f. Stockpiling of planed material will not be permitted within the right of way 21 unless approved by the City. 22 g. If the existing base is brick and cannot be milled,remove a 5 foot width of the 23 existing brick base. See 3.3.G. for brick paving removal. 24 2. Milling Equipment 25 a. Power operated milling machine capable of removing, in one pass or two 26 passes,the necessary pavement thickness in a five-foot minimum width. 27 b. Self-propelled with sufficient power,traction and stability to maintain accurate 28 depth of cut and slope. 29 c. Equipped with an integral loading and reclaiming means to immediately 30 remove material cut from the surface of the roadway and discharge the cuttings 31 into a truck,all in one operation. 32 d. Equipped with means to control dust created by the cutting action. 33 e. Equipped with a manual system providing for uniformly varying the depth of 34 cut while the machine is in motion making it possible to cut flush to all inlets, 35 manholes,or other obstructions within the paved area. 36 f. Variable Speed in order to leave the specified grid pattern. 37 g. Equipped to minimize air pollution. 38 3. Wedge Milling and Surface Milling 39 a. Wedge Mill existing asphalt,concrete or brick pavement from the lip of gutter 40 at a depth of 2 inches and transitioning to match the existing pavement(0-inch 41 cut)at a minimum width of 5 feet. 42 b. Surface Mill existing asphalt pavement to the depth specified, 43 c. Provide a milled surface that provides a uniform surface free from gouges, 44 ridges,oil film,and other imperfections of workmanship with a uniform 45 textured appearance. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 0241 15-5 PAVING REMOVAL Page 5 of 6 1 d. In all situations where the existing H.M.A.C. surface contacts the curb face,the 2 wedge milling includes the removal of the existing asphalt covering the gutter 3 up to and along the face of curb. 4 e. Perform wedge or surface milling operation in a continuous manner along both 5 sides of the street or as directed. 6 4. Butt Joint Milling 7 a. Mill butt joints into the existing surface,in association with the wedge milling 8 operation. 9 b. Butt joint will provide a full width transition section and a constant depth at the 10 point where the new overlay is terminated. 11 c. Typical locations for butt joints are at all beginning and ending points of streets 12 where paving material is removed. Prior to the milling of the butt joints, 13 consult with the City for proper location and limits of these joints. 14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 15 valley gutters,bridge decks and culverts and all other items which transverse 16 the street and end the continuity of the asphalt surface. 17 e. Make each butt joint 20 feet long and milled out across the full width of the 18 street section to a tapered depth of 2 inch. 19 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 20 line adjacent to the beginning and ending points or intermediate transverse 21 items. 22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 23 over the bump. 24 G. Remove Brick Paving 25 1. Remove masonry paving units to the limits specified in the plans or as directed by 26 the City. 27 2. Salvage existing bricks for re-use,clean,palletize, and deliver to the City Stock pile 28 yard at 3300 Yuma Street or as directed. 29 H. Pavement Pulverization 30 1. Pulverization 31 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33. 32 b. Temporarily remove and store the 8-inch deep pulverized material,then cut the 33 base 2 inches. 34 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 35 2. Cement Application 36 a. Use 3.5%Portland cement. 37 b. See Section 32 11 33. 38 3. Mixing: see Section 32 11 33. 39 4. Compaction: see Section 32 1133. 40 5. Finishing: see Section 32 11 33. 41 6. Curing: see Section 32 11 33. 42 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 43 stone/gravel: 44 a. Undercut not required 45 b. Pulverize 10 inches deep. 46 c. Remove 2-inch the total pulverized amount. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 0241 15-6 PAVING REMOVAL Page 6 of 6 1 I. Remove speed cushion 2 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 3 pavement. 4 3.5 REPAIR [NOT USED] 5 3.6 RE-INSTALLATION [NOT USED] 6 3.7 FIELD QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—modified payment requirements on utility projects 16 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 3123 16-1 UNCLASSIFIED EXCAVATION Page 1 of 5 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines,grades,and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation involving the excavation of on-site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 3. Section 3123 23—Borrow 20 4. Section 3124 00—Embankments 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Excavation by Plan Quantity 24 a. Measurement 25 1) Measurement for this Item shall be by the cubic yard in its final position 26 using the average end area method. Limits of measurement are shown on 27 the Drawings. 28 2) When measured by the cubic yard in its final position,this is a plans 29 quantity measurement Item. The quantity to be paid is the quantity shown 30 in the proposal,unless modified by Article 11.04 of the General 31 Conditions. Additional measurements or calculations will be made if 32 adjustments of quantities are required. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement"will be paid for at the unit 36 price bid per cubic yard of"Unclassified Excavation by Plan". No 37 additional compensation will be allowed for rock or shrinkage/swell 38 factors, as these are the Contractor's responsibility. 39 c. The price bid shall include: 40 1) Excavation 41 2) Excavation Safety 42 3) Drying CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised January 28,2013 City Project No.01928 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 5 1 4) Dust Control 2 5) Reworking or replacing the over excavated material in rock cuts 3 6) Hauling 4 7) Disposal of excess material not used elsewhere onsite 5 8) Scarification 6 9) Clean-up 7 2. Excavation by Surveyed Quantity 8 a. Measurement 9 1) Measurement for this Item shall be by the cubic yard in its final position 10 calculated using the average end area or composite method. 11 a) The City will perform a reference survey once the Site has been cleared 12 to obtain existing ground conditions. 13 b) The City will perform a final post-construction survey. 14 c) The Contractor will be paid for the cubic yardage of Excavated material 15 calculated as the difference between the two surveys. 16 d) Partial payments will be based on estimated plan quantity 17 measurements calculated by the Engineer. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"will be paid for at the unit 21 price bid per cubic yard of"Unclassified Excavation by Survey". 22 c. The price bid shall include: 23 1) Excavation 24 2) Excavation Safety 25 3) Drying 26 4) Dust Control 27 5) Reworking or replacing the over excavated material in rock cuts 28 6) Hauling 29 7) Disposal of excess material not used elsewhere onsite 30 8) Scarification 31 9) Clean-up 32 1.3 REFERENCES [NOT USED] 33 A. Definitions 34 1. Unclassified Excavation—Without regard to materials, all excavations shall be 35 considered unclassified and shall include all materials excavated. Any reference to 36 Rock or other materials on the Drawings or in the specifications is solely for the 37 City and the Contractor's information and is not to be taken as a classification of 38 the excavation. 39 1.4 ADMINSTRATIVE REQUIREMENTS 40 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 41 01. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised January 28,2013 City Project No.01928 3123 16-3 UNCLASSIFIED EXCAVATION Page 3 of 5 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 6 A. Excavation Safety 7 1. The Contractor shall be solely responsible for making all excavations in a safe 8 manner. 9 2. All excavation and related sheeting and bracing shall comply with the requirements 10 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 11 1.10 DELIVERY, STORAGE,AND HANDLING 12 A. Storage 13 1. Within Existing Rights-of-Way(ROW) 14 a. Soil may be stored within existing ROW, easements or temporary construction 15 easements,unless specifically disallowed in the Contract Documents. 16 b. Do not block drainage ways,inlets or driveways. 17 c. Provide erosion control in accordance with Section 3125 00. 18 d. When the Work is performed in active traffic areas, store materials only in 19 areas barricaded as provided in the traffic control plans. 20 e. In non-paved areas, do not stole material on the root zone of any trees or in 21 landscaped areas. 22 2. Designated Storage Areas 23 a. If the Contract Documents do not allow the storage of spoils within the ROW, 24 easement or temporary construction easement,then secure and maintain an 25 adequate storage location. 26 b. Provide an affidavit that rights have been secured to store the materials on 27 private property. 28 c. Provide erosion control in accordance with Section 3125 00. 29 d. Do not block drainage ways. 30 1.11 FIELD CONDITIONS 31 A. Existing Conditions 32 1. Any data which has been or may be provided on subsurface conditions is not 33 intended as a representation or warranty of accuracy or continuity between soils. It 34 is expressly understood that neither the City nor the Engineer will be responsible 35 for interpretations or conclusions drawn there from by the Contractor. 36 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised January 28,2013 City Project No.01928 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS [NOT USED] 3 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Fill Material 7 a. In-situ soils classified as ML,MH,PT,OL or OH in accordance with ASTM 8 D2487 9 PART 3- EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION [NOT USED] 13 3.4 CONSTRUCTION 14 A. Accept ownership of unsuitable or excess material and dispose of material off-site 15 accordance with local, state, and federal regulations at locations. 16 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 17 during construction with eh exception of water that is applied for dust control. 18 C. Separate Unacceptable Fill Material from other materials,remove from the Site and 19 properly dispose according to disposal plan. 20 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 21 proposed or existing structures. 22 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 23 City. 24 F. Shape slopes to avoid loosening material below or outside the proposed grades. 25 Remove and dispose of slides as directed. 26 G. Rock Cuts 27 1. Excavate to finish grades. 28 2. In the event of over excavation due to contractor error below the lines and grades 29 established in the Drawings,use approved embankment material compacted in 30 accordance with Section 31 24 00 to replace the over excavated at no additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate to finish subgrade CITY OF FORT WORTH Water and Sanitary Server Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised January 28,2013 City Project No.01928 31 23 16-5 UNCLASSIFIED EXCAVATION Page 5 of 5 1 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings,use approved embankment material compacted in 3 accordance with Section 3124 00 to replace the over excavated at no additional 4 cost to City. 5 3. Manipulate and compact subgrade in accordance with Section 3124 00. 6 3.5 REPAIR [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL 9 A. Subgrade Tolerances 10 1. Excavate to within 0.1 foot in all directions. 11 2. In areas of over excavation,Contractor provides fill material approved by the City 12 at no expense to the City. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification 1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 21 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised January 28,2013 City Project No.01928 321133-I CEMENT TREATED BASE COURSES Page I of 7 1 SECTION 32 1133 2 CEMENT TREATED BASE COURSES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Treating subgrade,subbase and base courses by the pulverization,addition of 7 cement,mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement,base or 9 subbase courses placed and shall conform to the typical section,lines and grades 10 shown on the Drawings. 11 B. Deviations from City of Fort Worth Standards 12 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 3. Section 32 1123 -Flexible Base Courses 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Cement 20 a. Measurement 21 1) Measurement for this Item shall be by the ton(dry weight). 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"will be paid for at the unit 25 price bid per ton(dry weight)of Cement. 26 c. The price bid shall include: 27 1) Furnishing Cement material 28 2) All freight involved 29 3) All unloading, storing and handling 30 2. Cement Treatment 31 a. Measurement 32 1) Measurement for this Item shall be by the square yard of surface area. 33 2) The dimensions for determining the surface area are established by the 34 widths shown on the Drawings and the lengths measured at placement. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under"Measurement"will be paid for at the unit 38 price bid per square yard of Cement Treatment placed for: 39 a) Various depths 40 c. The price bid shall include: 41 1) Pulverizing or providing the soil material 42 2) Handling,hauling and spreading dry or slurry cement 43 3) Mixing the cement with the soil either in-place or in a mixing plant CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 11 33-2 CEMENT TREATED BASE COURSES Page 2 of 7 1 4) Furnishing,hauling and mixing water with the soil-cement mixture 2 5) Spreading and shaping the mixture;compacting the mixture,including all 3 rolling required for compaction 4 6) Surface finishing 5 7) Water and sprinkling 6 8) Curing 7 1.3 REFERENCES 8 A. Reference Standards 9 1. Reference standards cited in this specification refer to the current reference standard 10 published at the time of the latest revision date logged at the end of this 11 specification,unless a date is specifically cited. 12 2. ASTM International(ASTM): 13 a. C150, Standard Specification for Portland Cement 14 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of 15 Soil Using Standard Effort(12 400 ft-lbf/0 (600 kN-m/m3)) 16 3. Texas Department of Transportation(TxDOT) 17 a. Tex-101-E,Preparing soil and flexible base materials for testing 18 b. Tex-140-E,Measuring thickness of paving layers 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 ACTION SUBMITTALS [NOT USED] 21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE,AND HANDLING 26 A. Truck Delivered Cement 27 1. Each truck ticket shall bear the weight of cement measured on certified scales. 28 2. Submit delivery tickets,certified by supplier,that include weight with each bulk 29 delivery of cement to the site. 30 1.11 FIELD [SITE] CONDITIONS 31 A. Start cement application only when the air temperature is at least 35 degrees F and 32 rising or is at least 40 degrees F. 33 B. Measure temperature in the shade away from artificial heat. 34 C. Suspend application when the City determines that weather conditions are unsuitable. 35 1.12 WARRANTY [NOT USED] 36 PART 2- PRODUCTS 37 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 38 2.2 MATERIALS 39 A. General CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 11 33-3 CEMENT TREATED BASE COURSES Page 3 of 7 1 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 2 the Drawings and specifications. 3 2. Notify the City of the proposed material sources and of changes to material sources. 4 3. Obtain verification from the City that the specification requirements are met before 5 using the sources. 6 4. The City may sample and test project materials at any time before compaction. 7 B. Cement: ASTM C150 Type I,11 or IP. 8 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 9 1123 for the type and grade shown on the Drawings,before the addition of cement. 10 D. Water: Furnish water free of industrial wastes and other objectionable material. 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 17 A. Shape existing material in accordance with applicable bid items to conform to typical 18 sections shown on the Drawings and as directed. 19 3.4 INSTALLATION 20 A. General 21 1. Produce a completed course of treated material containing: 22 a. Uniform Portland cement mixture, free from loose or segregated areas 23 b. Uniform density and moisture content 24 c. Well bound for fall depth 25 d. With smooth surface and suitable for placing subsequent courses 26 2. Maximum layer depth of cement treatment in single layer: 8 inches. 27 3. For treated subgrade exceeding 8 inches deep,pulverize,apply cement,mix, 28 compact and finish in equal layers not exceeding 5 inches deep. 29 B. Equipment 30 1. Provide machinery,tools, and equipment necessary for proper execution of the 31 work. 32 2. Rollers 33 a. The Contractor may use any type of roller to meet the production rates and 34 quality requirements of the Contract unless otherwise shown on the Drawings 35 or directed. 36 b. When specific types of equipment are required,use equipment that meets the 37 specified requirements. 38 c. Alternate Equipment 39 1) Instead of the specified equipment,the Contractor may, as approved, 40 operate other compaction equipment that produces equivalent results. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 11 33-4 CEMENT TREATED BASE COURSES Page 4 of 7 1 2) Discontinue the use of the alternate equipment and furnish the specified 2 equipment if the desired results are not achieved. 3 d. City may require Contractor to substitute equipment if production rate and 4 quality requirements of the Contract are not met. 5 3. Slurry Equipment 6 a. Use slurry tanks equipped with agitation devices for cement application. 7 b. The City may approve other slurrying methods. 8 c. Provide a pump for agitating the slurry when the distributor truck is not 9 equipped with an agitator. 10 4. Pulverization Equipment 11 a. Provide pulverization equipment that: 12 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 13 plane to a uniform surface over the entire width of the cut 14 2) Provides a visible indication of the depth of cut at all times 15 3) Uniformly mixes the materials 16 C. Pulverization 17 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 18 weight passes a 1 inch sieve,and 80 percent by dry weight passes a No. 4 sieve 19 exclusive of gravel or stone retained in sieves. 20 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2 21 inch sieve,and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or 22 stone retained in sieves. 23 D. Cement Application 24 1. Spread by an approved dry or slurry method uniformly on the soil at the rate 25 specified on the Drawings 26 2. If a bulk cement spreader is used,position by string lines or other approved method 27 during spreading to insure a uniform distribution of cement. 28 3. Apply to an area that all the operations can be continuous and completed in daylight 29 within 6-hours of initial application. 30 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of 31 soil and cement during dry-mixing operations 32 5. Do not exceed the specified optimum moisture content for the soil and cement 33 mixture. 34 6. No equipment,except that used in the spreading and mixing, allowed to pass over 35 the freshly spread cement until it is mixed with the soil. 36 E. Mixing 37 1. Thoroughly mix the material and cement using approved equipment. 38 2. Mix until a homogeneous,friable mixture of material and cement is obtained,free 39 from all clods and lumps. 40 3. Keep mixture within moisture tolerances throughout the operation. 41 4. Spread and shape the completed mixture in a uniform layer. 42 5. After mixing,the City shall sample the mixture at roadway moisture and test in 43 accordance with Tex 101 E,Part III,to determine compliance with the gradation 44 requirements in Table 1. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 11 33-5 CEMENT TREATED BASE COURSES Page 5 of 7 1 Table 1 2 Gradation Requirements Minimum%Passing Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No.4 60 3 F. Compaction 4 1. Prior to the beginning of compaction,the mixture shall be in a loose condition for 5 its full depth. 6 2. Compact material to at least 95-percent of the maximum density as determined by 7 ASTM D698. 8 3. At the start of compaction,the percentage of moisture in the mixture and in un- 9 pulverized soil lumps shall be less than the quantity which shall cause the soil- 10 cement mixture to become unstable during compaction and finishing. 11 4. When the uncompacted soil-cement mixture is wetted by rain so that the average 12 moisture content exceeds the tolerance given at the time of final compaction,the 13 entire section shall be reconstructed in accordance with this specification at the sole 14 expense of the Contractor. 15 5. The specified optimum moisture content and density shall be determined in the 16 field on the representative samples of soil-cement mixture obtained from the area 17 being processed. 18 6. Final moisture content shall be within minus-2 to plus-4-of-optimum. 19 7. Begin compaction after mixing and after gradation and moisture requirements have 20 been met. 21 8. Begin compaction at the bottom and continue until the entire depth of the mixture is 22 uniformly compacted. 23 9. Uniformly compact the mixture to the specified density within 2-hours. 24 10. After the soil and cement mixture is compacted uniformly apply water as needed 25 and thoroughly mix in. 26 11. Reshape the surface to the required lines, grades and cross section and then lightly 27 scarify to loosen any imprint left by the compacting or shaping equipment. 28 G. Maintenance 29 1. Maintain the soil-cement treatment in good condition from the time it first starts 30 work until all work shall is completed. 31 2. Maintenance includes immediate repairs of any defect that may occur after the 32 cement is applied. 33 3. Maintenance work shall be done by the Contractor at the Contractor's expense and 34 repeated as often as necessary to keep the area continuously intact. 35 4. Repairs are to be made in such a manner as to insure restoration of a uniform 36 surface for the full depth of treatment. 37 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at 38 least 2 inches,filling the area with treated material and compacting. 39 6. Remedy any low area of subbase or base shall by replacing the material for the full 40 depth of subbase or base treatment rather than adding a thin layer of stabilized 41 material to the completed work. CITY OF FORT WORTH Water and Sanitary SeNver Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 11 33-6 CEMENT TREATED BASE COURSES Page 6 of 7 1 H. Finishing 2 1. After completing compaction of the final course,clip, skin,or tight-blade the 3 surface of the cement-treated material with a maintainer or subgrade trimmer to a 4 depth of approximately 1/4 inch. 5 2. Remove loosened material and dispose of at an approved location. 6 3. Roll the clipped surface immediately with a pneumatic tire roller adding small 7 increments of moisture as needed and until a smooth surface is attained. 8 4. Add small amounts of water as needed during rolling. Shape and maintain the 9 course and surface in conformity with the typical sections,lines,and grades shown 10 on the Drawings or as directed. 11 5. Surface compaction and finishing shall proceed in such a manner as to produce,in 12 not more than 2-hours,a smooth,closely knit surface,free of cracks,ridges or loose 13 material,conforming to the drawn grade and line shown on the Drawings. 14 6. . After the final layer or course of the cement modified soil has been compacted,it 15 shall be brought to the required lines and grades in accordance with the typical 16 sections. 17 7. The completed section shall then be finished by rolling with a pneumatic tire or 18 other suitable roller sufficiently to create micro cracking. 19 I. Curing 20 1. General 21 a. Cure for at least 48 hours. 22 b. Maintain the moisture content during curing at no lower than 2 percentage 23 points below optimum. 24 2. Curing method depends on finished pavement type: 25 a. Concrete pavement: 26 1) Sprinkle with water 27 2) Maintain moisture during curing 28 3) Do not allow equipment on the finished course during curing except as 29 required for sprinkling,unless otherwise approved. 30 b. Asphalt Pavement: 31 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 32 2) Do not allow equipment on the finished course during curing 33 3. Continue curing until paving operations begin. 34 3.5 REPAIR/RESTORATION [NOT USED] 35 3.6 RE-INSTALLATION [NOT USED] 36 3.7 FIELD QUALITY CONTROL 37 A. Density Test 38 1. City Project Representative must be on site during density testing 39 2. City to measure density of cement treated base course in accordance with ASTM 40 D6938. 41 3. Spacing directed by City(1 per block minimum). 42 4. City Project Representative determines density testing locations. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 11 33-7 CEMENT TREATED BASE COURSES Page 7 of 7 1 B. Depth Test 2 1. Take minimum of one core per 500 linear feet per each direction of travel 3 staggering test location in each lane to determine in-place depth. 4 2. City Project Representative determines depth testing locations. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-1 ASPHALT PAVING Page 1 of 25 1 SECTION 32 12 16 2 ASPHALT PAVING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Constructing a pavement layer composed of a compacted, dense-graded mixture of 7 aggregate and asphalt binder for surface or base courses 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 01 17 -Permanent Asphalt Paving Repair 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Asphalt Pavement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of completed and 19 accepted asphalt pavement in its final position for various: 20 a) Thicknesses 21 b) Types 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"will be paid for at the unit 25 price bid per 26 c. The price bid shall include: 27 1) Shaping and fine grading the placement area 28 2) Furnishing, loading,unloading, storing,hauling and handling all materials 29 including freight and royalty 30 3) Traffic control for all testing 31 4) Asphalt, aggregate, and additive 32 5) Materials and work needed for corrective action 33 6) Trial batches 34 7) Tack coat 35 8) Removal and/or sweeping excess material 36 2. H.M.A.C. Transition 37 a. Measurement 38 1) Measurement for this Item shall be by the ton of composite Hot Mix 39 Asphalt required for H.M.A.C. Transition. 40 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-2 ASPHALT PAVING Page 2 of 25 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be paid for at the unit 3 price bid per ton of Hot Mix Asphalt. 4 c. The price bid shall include: 5 1) Shaping and fine grading the roadbed 6 2) Furnishing,loading,unloading, storing, hauling and handling all materials 7 including freight and royalty 8 3) Traffic control for all testing 9 4) Asphalt, aggregate, and additive 10 5) Materials and work needed for corrective action 11 6) Trial batches 12 7) Tack coat 13 8) Removal and/or sweeping excess material 14 3. Asphalt Base Course 15 a. Measurement 16 1) Measurement for this Item shall be by the square yard of Asphalt Base 17 Course completed and accepted in its final position for: 18 a) Various thicknesses 19 b) Various types 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under"Measurement"will be paid for at the unit 23 price bid per square yard of Asphalt Base Course. 24 c. The price bid shall include: 25 1) Shaping and fine grading the roadbed 26 2) Furnishing, loading,unloading, storing,hauling and handling all materials 27 including freight and royalty 28 3) Traffic control for all testing 29 4) Asphalt,aggregate, and additive 30 5) Materials and work needed for corrective action 31 6) Trial batches 32 7) Tack coat 33 8) Removal and/or sweeping excess material 34 4. H.M.A.C. Pavement Level Up 35 a. Measurement 36 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and 37 accepted in its final position. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under"Measurement"will be paid for at the unit 41 price bid per ton of H.M.A.C. 42 c. The price bid shall include: 43 1) Shaping and fine grading the roadbed 44 2) Furnishing, loading,unloading, storing,hauling and handling all materials 45 including freight and royalty 46 3) Traffic control for all testing 47 4) Asphalt, aggregate,and additive 48 5) Materials and work needed for corrective action 49 6) Trial batches CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-3 ASPHALT PAVING Page 3 of 25 1 7) Tack coat 2 8) Removal and/or sweeping excess material 3 5. H.M.A.C. Speed Cushion 4 a. Measurement 5 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion 6 installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under"Measurement"will be paid for at the unit 10 price bid per each H.M.A.C. Speed Cushion installed and accepted in its 11 final position. 12 c. The price bid shall include: 13 1) Shaping and fine grading the roadbed 14 2) Furnishing, loading,unloading, storing, hauling and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing 17 4) Asphalt, aggregate, and additive 18 5) Materials and work needed for collective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. RAP(reclaimed asphalt pavement) 25 2. SAC (surface aggregate classification) 26 3. BRSQC (Bituminous Rated Source Quality Catalog) 27 4. AQMP(Aggregate Quality Monitoring Program) 28 5. H.M.A.C. (Hot Mix Asphalt Concrete) 29 6. WMA(Warm Mix Asphalt) 30 B. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 published at the time of the latest revision date logged at the end of this 33 specification,unless a date is specifically cited. 34 2. National Institute of Standards and Technology(NIST) 35 a. Handbook 44-2007 Edition: Specifications,Tolerances, and Other Technical 36 Requirements for Weighing and Measuring Devices 37 3. ASTM International(ASTM): 38 a. ASTM D6084-06 Standard Test Method for Elastic Recovery of Bituminous 39 Materials by Ductilometer 40 4. American Association of State Highway and Transportation Officials 41 a. MP2 Standard Specification for Superpave Volumetric Mix Design 42 b. PP28 Standard Practice for Supeipave Volumetric Design for Hot Mix Asphalt 43 (HMA) 44 c. T 201,Kinematic Viscosity of Asphalts (Bitumens) 45 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 46 Viscometer CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01929 32 12 16-4 ASPHALT PAVING Page 4 of 25 1 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 2 Using Rotational Viscometer 3 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 4 Binder Using the Bending Beam Rheometer(BBR) 5 5. Texas Department of Transportation 6 a. Bituminous Rated Source Quality Catalog(BRSQC) 7 b. TEX 100-E, Surveying and Sampling Soils for Highways 8 c. Tex 106-E, Calculating the Plasticity Index of Soils 9 d. Tex 107-E,Determining the Bar Linear Shrinkage of Soils 10 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 11 f. Tex 203-17, Sand Equivalent Test 12 g. Tex-204-F,Design of Bituminous Mixtures 13 h. Tex-207-F,Determining Density of Compacted Bituminous Mixtures 14 i. Tex 217-F,Determining Deleterious Material and Decantation Test for Coarse 15 Aggregates 16 j. Tex-226-17, Indirect Tensile Strength Test 17 k. Tex-227-F,Theoretical Maximum Specific Gravity of Bituminous Mixtures 18 1. Tex-243-17,Tack Coat Adhesion 19 in. Tex-244-17,Thermal profile of Hot Mix Asphalt 20 n. Tex 280-F,Determination of Flat and Elongated Particles 21 o. Tex 406-A,Material Finer Than 75 gm(No. 200) Sieve in Mineral Aggregates 22 (Decantation Test for Concrete Aggregates) 23 p. Tex 408-A,Organic Impurities in Fine Aggregate for Concrete 24 q. Tex 410-A,Abrasion of Coarse Aggregate using the Los Angeles Machine 25 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 26 s. Tex 460-A,Determining Clashed Face Particle Count 27 t. Tex 461-A,Degradation of Coarse Aggregate by Micro-Deval Abrasion 28 u. Sulfate 29 v. Tex-530-C,Effect of Water on Bituminous Paving Mixtures 30 w. Tex-540-C,Measurement of Polymer Separation on Heating in Modified 31 Asphalt Systems 32 x. Tex-541-C,Rolling Thin Film Oven Test for Asphalt Binders 33 y. Tex-920-K,Verifying the Accuracy of Drum Mix Plant Belt Scales 34 z. Tex-921-K,Verifying the Accuracy of Hot Mix Plant Asphalt Meters 35 aa. Tex 923-K,Verifying the Accuracy of Liquid Additive Metering Systems 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 ACTION SUBMITTALS [NOT USED] 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.13.1. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-5 ASPHALT PAVING Page 5 of 25 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place mixture when the roadway surface temperature is equal to or higher than the 8 temperatures listed in Table 1. 9 Table 1 10 Minimum Pavement Surface Temperatures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Subsurface Layers or Surface Layers Placed in Temperature Binder Night Paving Operations Daylight Operations Grade PG64 or lower 45 50 PG 70 55' 60' PG 76 or higher 60' 60' 11 'Contractors may pave at temperatures 10°F lower than the values shown in Table 1 12 when utilizing a paving process including WMA or equipment that eliminates thermal 13 segregation. In such cases,the contractor must use either a hand held thermal camera 14 or a hand held infrared thermometer operated in accordance with Tex-244-17 to 15 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 16 10°F of thermal segregation. 17 18 2. Unless otherwise shown on the Drawings,place mixtures only when weather 19 conditions and moisture conditions of the roadway surface are suitable in the 20 opinion of the City. 21 22 1.12 WARRANTY [NOT USED] 23 PART 2- PRODUCTS 24 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the Drawings and specifications. 29 2. Notify the City of all material sources. 30 3. Notify the City before changing any material source or formulation. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-6 ASPHALT PAVING Page 6 of 25 1 4. When the Contractor makes a source or formulation change,the City will verify 2 that the requirements of this specification are met and may require a new laboratory 3 mixture design,trial batch,or both. 4 5. The City may sample and test project materials at any time during the project to 5 verify compliance. 6 6. The depth of the compacted lift should be at least 2 times the nominal maximum 7 aggregate size. 8 B. Aggregate 9 1. General 10 a. Furnish aggregates from sources that conform to the requirements shown in 11 Table 1, and as specified in this Section,unless otherwise shown on the 12 Drawings. 13 b. Provide aggregate stockpiles that meet the definition in this Section for either 14 coarse aggregate or fine aggregate. 15 c. When reclaimed asphalt pavement(RAP) is allowed by Drawing note,provide 16 RAP stockpiles in accordance with this Section. 17 d. Aggregate from RAP is not required to meet Table 2 requirements unless 18 otherwise shown on the Drawings. 19 e. Supply mechanically crushed gravel or stone aggregates that meet the 20 definitions in Tex 100 E. 21 f. Samples must be from materials produced for the project. 22 g. The City will establish the surface aggregate classification(SAC) and perform 23 Los Angeles abrasion,magnesium sulfate soundness,and Micro-Deval tests. 24 h. Perform all other aggregate quality tests listed in Table 2. 25 i. Document all test results on the mixture design report. 26 j. The City may perform tests on independent or split samples to verify 27 Contractor test results. 28 k. Stockpile aggregates for each source and type separately and designate for the 29 City. 30 1. Determine aggregate gradations for mixture design and production testing 31 based on the washed sieve analysis given in Tex 200 F,Part I1. 32 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-7 ASPHALT PAVING Page 7 of 25 Table 2 Aggregate Qualit Require ents Property Test Method Requirement Coarse Aggregate SAC AQMP As shown on Drawings Deleterious material, percent,max Tex-217-17,Part I 1.5 Decantation, percent,max Tex-217-F,Part 11 1.5 Micro-Deval abrasion, percent,max Tex-461-A Note 1 Los Angeles abrasion, percent,max Tex410-A 40 Magnesium sulfate soundness, 5 cycles, percent,max Tex-411-A 302 Coarse aggregate angularity,2 crushed faces, Tex 460-A,Part 1 853 percent,min Flat and elongated particles @ 5:1, percent,max Tex-280-F 10 Fine Aggregate Linear shrinkage, percent,max I Tex-107-E 3 Combined Aggregate Sand equivalent, percent,min Tex-203-F 45 1.Not used for acceptance purposes.Used by the City as an indicator of the need for further investigation. 2.Unless otherwise shown on the Drawings. 3.Unless otherwise shown on the Drawings.Only applies to crushed gravel. 1 m. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 4) Provide aggregate from unlisted sources only when tested by the City 8 and/or approved before use. 9 5) Allow 30 calendar days for the City to sample,test,and report results for 10 unlisted sources. 11 6) Class B aggregate meeting all other requirements in Table 2 may be 12 blended with a Class A aggregate in order to meet requirements for Class A 13 materials. 14 7) When blending Class A and B aggregates to meet a Class A requirement, 15 ensure that at least 50 percent by weight of the material retained on the 16 No. 4 sieve comes from the Class A aggregate source. 17 8) Blend by volume if the bulk specific gravities of the Class A and B 18 aggregates differ by more than 0.300. 19 9) When blending,do not use Class C or D aggregates. 20 10) For blending purposes,coarse aggregate from RAP will be considered as 21 Class B aggregate. 22 11) Provide coarse aggregate with at least the minimum SAC shown on the 23 Drawings. 24 12) SAC requirements apply only to aggregates used on the surface of travel 25 lanes,unless otherwise shown on the Drawings. 26 n. RAP is salvaged,milled,pulverized,broken,or crushed asphalt pavement. 27 1) No RAP permitted for TYPE D H.M.A.C. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-8 ASPHALT PAVING Page 8 of 25 1 2) Use no more than 20 percent RAP on TYPE B H.M.A.C.unless otherwise 2 shown on the Drawings. 3 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch 4 sieve. 5 4) RAP from either Contractor or City,including RAP generated during the 6 project, is permitted only when shown on the Drawings. 7 5) City-owned RAP,if allowed for use,will be available at the location 8 shown on the Drawings. 9 6) When RAP is used, determine asphalt content and gradation for mixture 10 design purposes. 11 7) Perform other tests on RAP when shown on the Drawings. 12 8) When RAP is allowed by plan note,use no more than 30 percent RAP in 13 Type A or B mixtures unless otherwise shown on the Drawings. 14 9) Do not use RAP contaminated with dirt or other objectionable materials. 15 10) Do not use the RAP if the decantation value exceeds 5 percent and the 16 plasticity index is greater than 8. 17 11) Test the stockpiled RAP for decantation in accordance with the laboratory 18 method given in Tex-406-A,Part I. 19 12) Determine the plasticity index using Tex-106-E if the decantation value 20 exceeds 5 percent. 21 13) The decantation and plasticity index requirements do not apply to RAP 22 samples with asphalt removed by extraction. 23 14) Do not intermingle Contractor-owned RAP stockpiles with City-owned 24 RAP stockpiles. 25 15) Remove unused Contractor-owned RAP material from the project site upon 26 completion of the project. 27 16) Return unused City-owned RAP to the designated stockpile location. 28 o. Fine Aggregate 29 1) Fine aggregates consist of manufactured sands, screenings,and field sands. 30 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 31 3) Supply fine aggregates that are free from organic impurities. 32 4) The City may test the fine aggregate in accordance with Tex-408-A to 33 verify the material is free from organic impurities. 34 5) At most 15 percent of the total aggregate may be field sand or other 35 uncrushed fine aggregate. 36 6) With the exception of field sand,use fine aggregate from coarse aggregate 37 sources that meet the requirements shown in Table 2,unless otherwise 38 approved. 39 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve,test the 40 stockpile and verify that it meets the requirements in Table 1 for coarse 41 aggregate angularity(Tex-460-A)and flat and elongated particles 42 (Tex-280-F). CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-9 ASPHALT PAVING Page 9 of 25 Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 70-100 #200 0-30 1 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime,crusher fines,hydrated lime, cement, or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement,unless otherwise 7 shown on the Drawings. The Drawings may require or disallow specific 8 mineral fillers.When used,provide mineral filler that: 9 1) Is sufficiently dry,free-flowing,and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with 11 Tex-107-E; and meets the gradation requirements in Table 4. 12 Table 4 13 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the baghouse or other dust-collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance-graded(PG) asphalt binder specified 20 as follows: 21 1) Performance-Graded Binders(PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-10 ASPHALT PAVING Page 10 of 25 Table 5 Performance-Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 PG 82 Property and Test Method -22 -28 -34 16 -22 -28 -34 16 22 28 34 16 22 28 34 16 22 28 Average 7-day max pavement design temperature,°C' <58 <64 <70 <76 <82 Min pavement design temperature,°Ct 22 28 34 16 22 28 34 16 22 28 34 16 22 28 34 16 22 28 ORIGINAL BINDER Flash point,T 48,Min,°C 230 Viscosity,T 316:2,3 Max,3.0 Paxs,test temperature,°C 135 Dynamic shear,T 315:1 G*/sin(d),Min,1.00 kPa Test temperature @ 10 rad/sec.,°C 58 64 70 76 82 Elastic recovery,D 6084,50°F, percent Min — — 30 — — 30 50 — 30 50 60 30 50 60 70 50 60 70 ROLLING THIN-FILM OVEN Tex-541-C) Mass loss,Tex-541-C,Max, percent 1 Dynamic shear,T 315: G*/sin(d),Min,2.20 kPa 58 64 70 76 82 Test temperature @ 10 rad/sec.,°C CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-11 ASPHALT PAVING Page I 1 of 25 Table 5(continued) Performance-Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 PG 82 Property and Test Method -22 -28 -34 -16 -22 -28 34 16 22 28 34 -16 -22 -28 -34 -16 -22 -28 PRESSURE AGING VESSEL(PAV)RESIDUE 28 PAV aging temperature,°C 100 Dynamic shear,T 315: 25 22 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22 G*/sin(d),Max,5000 kPa Test temperature @ 10 rad/sec.,°C Creep stiffness,T 313:$6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -I8 S,max,300 MPa, tit-value,min,0.300 Test temperature @ 60 sec.,°C Direct tension,T 314:6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 Failure strain,min,1.0 percent Test temperature @ 1.0 mm/min.,°C 1.Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department-supplied computer program,may be provided by the Department,or by following the procedures outlined in AASHTO MP 2 and PP 28. 2.This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped,mixed,and compacted at temperatures that meet all applicable safety,environmental,and constmctability requirements.At test temperatures where the binder is a Newtonian fluid,any suitable standard means of viscosity measurement may be used,including capillary (T 201 or T 202)or rotational viscometry(T 316). 3.Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field.High values may indicate high mixing and compaction temperatures.Additionally, significant variation can occur from batch to batch.Contractors should be aware that variation could significantly impact their mixing and compaction operations.Contractors are therefore responsible for addressing any constmctability issues that may arise. 4.For quality control of unmodified asphalt binder production,measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d)at test temperatures where the asphalt is a Newtonian fluid.Any suitable standard means of viscosity measurement may be used,including capillary(T 201 or T 202)or rotational viscometry(T 316). 5.Silicone beam molds,as described in AASHTO TP 1-93,are acceptable for use. 6.If creep stiffness is below 300 MPa,direct tension test is not required.If creep stiffness is between 300 and 600 MPa,the direct tension failure strain requirement can be used instead of the creep stiffness requirement.The m-value requirement must be satisfied in both cases. CITY OF FORT WORTH water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 i 32 12 16-12 ASPHALT PAVING Page 12 of 25 1 2 b. Separation testing is not required if- 3 1) A modifier is introduced separately at the mix plant either by injection in 4 the asphalt line or mixer, 5 2) The binder is blended on site in continuously agitated tanks,or binder 6 acceptance is based on field samples taken from an in-line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat 9 a. Unless otherwise shown on the Drawings or approved,furnish CSS-1H, SS-1H, 10 or a PG binder with a minimum high-temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. 12 6. Additives 13 a. General 14 1) When shown on the Drawings,use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 16 may be allowed when approved. 17 b. Liquid Antistripping Agent 18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 19 concrete paving mixtures and asphalt-stabilized base mixtures to meet 20 moisture resistance testing requirements. 21 2) Provide a liquid antistripping agent that is uniform and shows no evidence 22 of crystallization, settling,or separation. 23 3) Ensure that all liquid antistripping agents arrive in: 24 a) Properly labeled and unopened containers,as shipped from the 25 manufacturer,or 26 b) Sealed tank trucks with an invoice to show contents and quantities 27 c) Provide product information to the City including: 28 (1) Material safety data sheet 29 (2) Specific gravity of the agent at the manufacturer's recommended 30 addition temperature, 31 (3) Manufacturer's recommended dosage range, and 32 (4) Handling and storage instructions 33 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 34 incorporate into the binder as follows: 35 a) Handle in accordance with the manufacturer's recommendations. 36 b) Add at the manufacturer's recommended addition temperature. 37 c) Add into the asphalt line by means of an in-line-metering device. 38 c. Liquid Asphalt Additive Meters 39 1) Provide a means to check the accuracy of meter output for asphalt primer, 40 fluxing material, and liquid additives. 41 2) Furnish a meter that reads in increments of 0.1 gal. or less. 42 3) Verify accuracy of the meter in accordance with Tex-923-K. 43 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements 46 1) Unless otherwise shown on the Drawings,use the typical weight design 47 example given in Tex-204-F,Part I,to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 3212 16-13 ASPHALT PAVING Page 13 of 25 1 2) Furnish the City with representative samples of all materials used in the 2 mixture design. 3 3) The City will verify the mixture design. 4 4) If the design cannot be verified by the City, furnish another mixture design. 5 Table 6 Master Gradation Bands(percent Passing by Weight or Volume) and Volumetric Properties Sieve B C D Size Fine Coarse Fine Base Surface Surface 1-1/2" - - - 1" 98.0-100.0 3/4" 84.0-98.0 95.0-100.0 - 1/2" - - 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0--44.0 35.0-46.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMAI, percent Minimum 13.0 14.0 15.0 Plant-Produced VMA, ercent Minimum 12.0 13.0 14.0 1.Voids in Mineral Aggregates. 6 7 g Table 7 9 Laboratory Mixture Design Properties 10 Property Test Method Requirement 11 12 Target laboratory-molded density, percent Tex-207-17 96.0' 13 Tensile strength(dry),psi(molded to 93 Tex-226-17 85-2002 14 percent±1 percent density) 15 Boil testa i Tex-530-C - 16 1.Unless otherwise shown on the Drawings. 17 2.May exceed 200 psi when approved and may be waived when approved. 18 3.Used to establish baseline for comparison to production results.May be waived when approved. 19 20 8. Warm Mix Asphalt(WMA) 21 a. WMA is defined as additives or processes that allow a reduction in the 22 temperature at which asphalt mixtures are produced and placed. 23 b. WMA is allowed for use at the Contractor's option unless otherwise shown on 24 the Drawings. 25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 26 275 degrees F. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-14 ASPHALT PAVING Page 14 of 25 1 d. When WMA is not required by Drawings,produce an asphalt mixture within 3 the temperature range of 215 degrees F and 275 degrees F. 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 10 A. Hauling Operations 11 1. Before use,clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds,use a release agent approved 13 by the City. 14 3. Petroleum based products,such as diesel fuel, should not be used. 15 4. If wind,rain,temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes,insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 A. Equipment 21 1. General 22 a. Provide required or necessary equipment to produce,haul,place,compact, and 23 core asphalt concrete pavement. 24 b. Ensure weighing and measuring equipment complies with specification. 25 c. Synchronize equipment to produce a mixture meeting the required proportions. 26 2. Production Equipment 27 a. Provide: 28 1) Drum-mix type,weigh-batch, or modified weigh-batch mixing plants that 29 ensure a uniform, continuous production 30 2) Automatic proportioning and measuring devices with interlock cut-off 31 circuits that stop operations if the control system malfunctions 32 3) Visible readouts indicating the weight or volume of asphalt and aggregate 33 proportions 34 4) Safe and accurate means to take required samples by inspection forces 35 5) Permanent means to check the output of metering devices and to perform 36 calibration and weight checks 37 6) Additive-feed systems to ensure a uniform, continuous material flow in the 38 desired proportion 39 3. Weighing and Measuring Equipment 40 a. General 41 1) Provide weighing and measuring equipment for materials measured or 42 proportioned by weight or volume. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-15 ASPHALT PAVING Page 15 of 25 1 2) Provide certified scales, scale installations,and measuring equipment 2 meeting the requirements of NIST Handbook 44,except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3) Furnish leak-free weighing containers large enough to hold a complete 5 batch of the material being measured. 6 b. Truck Scales 7 1) Furnish platform truck scales capable of weighing the entire truck or truck- 8 trailer combination in a single draft. 9 c. Aggregate Batching Scales 10 1) Equip scales used for weighing aggregate with a quick adjustment at zero 11 that provides for any change in tare. 12 2) Provide a visual means that indicates the required weight for each 13 aggregate. 14 d. Suspended Hopper 15 1) Provide a means for the addition or the removal of small amounts of 16 material to adjust the quantity to the exact weight per batch. 17 2) Ensure the scale equipment is level. 18 e. Belt Scales 19 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 20 percent based on the average of 3 test runs,where no individual test run 21 exceeds 2.0 percent when checked in accordance with Tex-920-K. 22 f. Asphalt Material Meter 23 1) Provide an asphalt material meter with an automatic digital display of the 24 volume or weight of asphalt material. 25 2) Verify the accuracy of the meter in accordance with Tex-921-K. 26 3) When using the asphalt meter for payment purposes, ensure the accuracy of 27 the meter is within 0.4 percent. 28 4) When used to measure component materials only and not for payment, 29 ensure the accuracy of the meter is within 1.0 percent. 30 g. Liquid Asphalt Additive Meters 31 1) Provide a means to check the accuracy of meter output for asphalt primer, 32 fluxing material,and liquid additives. 33 2) Furnish a meter that reads in increments of 0.1 gallon or less. 34 3) Verify accuracy of the meter in accordance with Tex-923-K. 35 4) Ensure the accuracy of the meter within 5.0 percent. 36 4. Drum-Mix Plants.Provide a mixing plant that complies with the requirements 37 below. 38 a. Aggregate Feed System 39 1) Provide: 40 a) A minimum of 1 cold aggregate bin for each stockpile of individual 41 materials used to produce the mix 42 b) Bins designed to prevent overflow of material 43 c) Scalping screens or other approved methods to remove any oversized 44 material,roots,or other objectionable materials 45 d) A feed system to ensure a uniform,continuous material flow in the 46 desired proportion to the dryer 47 e) An integrated means for moisture compensation 48 f) Belt scales,weigh box, or other approved devices to measure the 49 weight of the combined aggregate CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 12 16-16 ASPHALT PAVING Page 16 of 25 1 g) Cold aggregate bin flow indicators that automatically signal interrupted 2 material flow 3 b. Reclaimed Asphalt Pavement(RAP)Feed System 4 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 5 c. Mineral Filler Feed System 6 1) Provide a closed system for mineral filler that maintains a constant supply 7 with minimal loss of material through the exhaust system. 8 2) Interlock the measuring device into the automatic plant controls to 9 automatically adjust the supply of mineral filler to plant production and 10 provide a consistent percentage to the mixture. 11 d. Heating,Drying, and Mixing Systems 12 1) Provide: 13 a) A dryer or mixing system to agitate the aggregate during heating 14 b) A heating system that controls the temperature during production to 15 prevent aggregate and asphalt binder damage 16 c) A heating system that completely burns fuel and leaves no residue 17 d) A recording thermometer that continuously measures and records the 18 mixture discharge temperature 19 e) Dust collection system to collect excess dust escaping from the drum. 20 e. Asphalt Binder Equipment 21 1) Supply equipment to heat binder to the required temperature. 22 2) Equip the heating apparatus with a continuously recording thermometer 23 located at the highest temperature point. 24 3) Produce a 24 hour chart of the recorded temperature. 25 4) Place a device with automatic temperature compensation that accurately 26 meters the binder in the line leading to the mixer. 27 5) Furnish a sampling port on the line between the storage tank and mixer. 28 Supply an additional sampling port between any additive blending device 29 and mixer. 30 f. Mixture Storage and Discharge 31 1) Provide a surge-storage system to minimize interruptions during operations 32 unless otherwise approved. 33 2) Furnish a gob hopper or other device to minimize segregation in the bin. 34 3) Provide an automated system that weighs the mixture upon discharge and 35 produces a ticket showing: 36 a) Date 37 b) Project identification number 38 c) Plant identification 39 d) Mix identification 40 e) Vehicle identification 41 f) Total weight of the load 42 g) Tare weight of the vehicle 43 h) Weight of mixture in each load 44 i) Load number or sequential ticket number for the day 45 g. Truck Scales 46 1) Provide standard platform scales at an approved location. 47 5. Weigh-Batch Plants.Provide a mixing plant that complies with Section 2.2.13.4 48 "Drum-Mix Plants,"except as required below: 49 a. Screening and Proportioning CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-17 ASPHALT PAVING Page 17 of 25 1 1) Provide enough hot bins to separate the aggregate and to control 2 proportioning of the mixture type specified. 3 a) Supply bins that discard excessive and oversized material through 4 overflow chutes. 5 b) Provide safe access for inspectors to obtain samples from the hot bins. 6 b. Aggregate Weigh Box and Batching Scales 7 1) Provide a weigh box and batching scales to hold and weigh a complete 8 batch of aggregate. 9 2) Provide an automatic proportioning system with low bin indicators that 10 automatically stop when material level in any bin is not sufficient to 11 complete the batch. 12 c. Asphalt Binder Measuring System 13 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 14 for 1 batch. 15 d. Mixer 16 1) Equipment mixers with an adjustable automatic timer that controls the dry 17 and wet mixing period and locks the discharge doors for the required 18 mixing period 19 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 20 6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section 21 2.2.B.5. "Weigh-Batch Plants,"except as specifically described below. 22 a. Aggregate Feeds 23 1) Aggregate control is required at the cold feeds. Hot bin screens are not 24 required. 25 b. Surge Bins 26 1) Provide 1 or more bins large enough to produce 1 complete batch of 27 mixture. 28 c. Hauling Equipment 29 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 30 2) Cover each load of mixture with waterproof tarpaulins. 31 3) Before use,clean all truck beds to ensure the mixture is not contaminated. 32 4) When necessary,coat the inside truck beds with an approved release agent 33 from the City. 34 d. Placement and Compaction Equipment 35 1) Provide equipment that does not damage underlying pavement. 36 2) Comply with laws and regulations concerning overweight vehicles. 37 3) When permitted,other equipment that will consistently produce satisfactory 38 results may be used. 39 7. Asphalt Paver 40 a. General 41 1) Furnish a paver that will produce a finished surface that meets longitudinal 42 and transverse profile,typical section,and placement requirements. 43 2) Ensure the paver does not support the weight of any portion of hauling 44 equipment other than the connection. 45 3) Provide loading equipment that does not transmit vibrations or other 46 motions to the paver that adversely affect the finished pavement quality. 47 4) Equip the paver with an automatic,dual,longitudinal-grade control system 48 and an automatic,transverse-grade control system. 49 b. Tractor Unit CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-18 ASPHALT PAVING Page 18 of 25 1 1) Supply a tractor unit that can push or propel vehicles, dumping directly into 2 the finishing machine to obtain the desired lines and grades to eliminate any 3 hand finishing. 4 2) Equip the unit with a hitch sufficient to maintain contact between the 5 hauling equipment's rear wheels and the finishing machine's pusher rollers 6 while mixture is unloaded. 7 c. Screed 8 1) Provide a heated compacting screed that will produce a finished surface 9 that meets longitudinal and transverse profile,typical section, and 10 placement requirements. 11 2) Screed extensions must provide the same compacting action and heating as 12 the main unit unless otherwise approved. 13 d. Grade Reference 14 1) Provide a grade reference with enough support that the maximum 15 deflection does not exceed 1/16 inch between supports. 16 2) Ensure that the longitudinal controls can operate from any longitudinal 17 grade reference including a string line, ski,mobile string line, or matching 18 shoes. 19 3) Furnish paver skis or mobile string line at least 40 feet long unless 20 otherwise approved. 21 8. Material Transfer Devices 22 a. Provide the specified type of device when shown on the Drawings. 23 b. Ensure the devices provide a continuous,uniform mixture flow to the asphalt 24 paver. 25 c. When used,provide windrow pick-up equipment constructed to pick up 26 substantially all roadway mixture placed in the windrow. 27 9. Remixing Equipment 28 a. When required,provide equipment that includes a pug mill,variable pitch 29 augers, or variable diameter augers operating under a storage unit with a 30 minimum capacity of 8 tons. 31 10. Motor Grader 32 a. When allowed,provide a self-propelled grader with a blade length of at least 12 33 feet and a wheelbase of at least 16 feet. 34 11. Handheld Infrared Thermometer 35 a. Provide a handheld infrared thermometer meeting the requirements of 36 Tex-244-F. 37 12. Rollers 38 a. The Contractor may use any type of roller to meet the production rates and 39 quality requirements of the Contract unless otherwise shown on the Drawings 40 or directed. 41 b. When specific types of equipment are required,use equipment that meets the 42 specified requirements. 43 c. Alternate Equipment 44 1) Instead of the specified equipment,the Contractor may,as approved, 45 operate other compaction equipment that produces equivalent results. 46 2) Discontinue the use of the alternate equipment and furnish the specified 47 equipment if the desired results are not achieved. 48 d. City may require Contractor to substitute equipment if production rate and 49 quality requirements of the Contract are not met. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-19 ASPHALT PAVING Page 19 of 25 1 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as 2 required or approved. 3 14. Distributor vehicles 4 a. Furnish vehicle that can achieve a uniform tack coat placement. 5 b. The nozzle patterns,spray bar height and distribution pressure must work 6 together to produce uniform application. 7 c. The vehicle should be set to provide a"double lap"or"triple lap"coverage. 8 d. Nozzle spray patterns should be identical to one another along the distributor 9 spray bar. 10 e. Spray bar height should remain constant. 11 f. Pressure within the distributor must be capable of forcing the tack coat material 12 out of spray nozzles at a constant rate. 13 15. Coring Equipment 14 a. When coring is required,provide equipment suitable to obtain a pavement 15 specimen meeting the dimensions for testing. 16 B. Construction 17 1. Design,produce,store,transport,place,and compact the specified paving mixture 18 in accordance with the requirements of this Section. 19 2. Unless otherwise shown on the Drawings,provide the mix design. 20 3. The City will perform quality assurance(QA)testing. 21 4. Provide quality control(QC)testing as needed to meet the requirements of this 22 Section. 23 C. Production Operations 24 1. General 25 a. The City may suspend production for noncompliance with this Section. 26 b. Take corrective action and obtain approval to proceed after any production 27 suspension for noncompliance. 28 2. Operational Tolerances 29 a. Stop production if testing indicates tolerances are exceeded on any of the 30 following: 31 1) 3 consecutive tests on any individual sieve 32 2) 4 consecutive tests on any of the sieves 33 3) 2 consecutive tests on asphalt content 34 b. Begin production only when test results or other information indicate,to the 35 satisfaction of the City,that the next mixture produced will be within Table 9 36 tolerances. 37 3. Storage and Heating of Materials 38 a. Do not heat the asphalt binder above the temperatures specified in Section 39 2.2.A. or outside the manufacturer's recommended values. 40 b. On a daily basis,provide the City with the records of asphalt binder and hot- 41 mix asphalt discharge temperatures in accordance with Table 10. 42 c. Unless otherwise approved,do not store mixture for a period long enough to 43 affect the quality of the mixture,nor in any case longer than 12 hours. 44 4. Mixing and Discharge of Materials 45 a. Notify the City of the target discharge temperature and produce the mixture 46 within 25 degrees F of the target. CITY OF FORT WORTH Water and Sanitary.S'eNver Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-20 ASPHALT PAVING Page 20 of 25 1 b. Monitor the temperature of the material in the truck before shipping to ensure 2 that it does not exceed 350 degrees F. The City will not pay for or allow 3 placement of any mixture produced at more than 350 degrees F. 4 c. Control the mixing time and temperature so that substantially all moisture is 5 removed from the mixture before discharging from the plant. 6 D. Placement Operations 7 1. Place the mixture to meet the typical section requirements and produce a smooth, 8 finished surface or base course with a uniform appearance and texture. 9 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 10 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, 11 or as directed. Ensure that all finished surfaces will drain properly. 12 4. When End Dump Trucks are used,ensure the bed does not contact the paver when 13 raised. 14 5. Placement can be performed by hand in situations where the paver cannot place it 15 adequately due to space restrictions. 16 6. Hand-placing should be minimized to prevent aggregate segregation and surface 17 texture issues. 18 7. All hand placement shall be checked with a straightedge or template before rolling 19 to ensure uniformity. 20 8. Place mixture within the compacted lift thickness shown in Table 9,unless 21 otherwise shown on the Drawings or otherwise directed. 22 Table 9 23 Com acted Lift Thickness and Required Core Hei ht Compacted Lift Thickness Mixture Type Minimum Maximum (in.) (in.) B 2.00 3.00 C 2.00 2.50 D 1.50 2.00 24 25 9. Tack Coat 26 a. Clean the surface before placing the tack coat.Unless otherwise approved, 27 apply tack coat uniformly at the rate directed by the City. 28 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per 29 square yard of surface area. 30 c. Apply a thin,uniform tack coat to all contact surfaces of curbs,structures,and 31 all i oints. 32 d. Prevent splattering of tack coat when placed adjacent to curb,gutter,metal 33 beam guard fence and structures. 34 e. Roll the tack coat with a pneumatic-tire roller when directed. 35 f. The City may use Tex-243-17 to verify that the tack coat has adequate adhesive 36 properties. 37 g. The City may suspend paving operations until there is adequate adhesion. 38 h. The tack coat should be placed with enough time to break or set before 39 applying hot mix asphalt layers. 40 i. Traffic should not be allowed on tack coats. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 1216-21 ASPHALT PAVING Page 21 of 25 1 j. When a tacked road surface must be opened to traffic,they should be covered 2 with sand to provide friction and prevent pick-up. 3 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 4 10. General placement requirements 5 a. Material should be delivered to maintain a relatively constant head of material 6 in front of the screed. 7 b. The hopper should never be allowed to empty during paving. 8 c. Dumping wings between trucks not allowed. Dispose of at end of days 9 production. 10 E. Lay-Down Operation 11 1. Minimum Mixture Placement Temperatures.Use Table 10 for minimum mixture 12 placement temperatures. 13 2. Windrow Operations.When hot mix is placed in windrows, operate windrow 14 pickup equipment so that substantially all the mixture deposited on the roadbed is 15 picked up and loaded into the paver. 16 Table 10 17 Suggested Minimum Mixture Placement Temperature High-Temperature Minimum Placement Binder Grade Temperature Before Entering Paver PG 64 or lower 260°F PG 70 270°F PG 76 280°F PG 82 or higher 290°F 18 F. Compaction 19 1. Use air void control unless ordinary compaction control is specified on the 20 Drawings. 21 2. Avoid displacement of the mixture. If displacement occurs,correct to the 22 satisfaction of the City. 23 3. Ensure pavement is fully compacted before allowing rollers to stand on the 24 pavement. 25 4. Unless otherwise directed,use only water or an approved release agent on rollers, 26 tamps,and other compaction equipment. 27 5. Keep diesel,gasoline,oil,grease,and other foreign matter off the mixture. 28 6. Unless otherwise directed,operate vibratory rollers in static mode when not 29 compacting,when changing directions,or when the plan depth of the pavement mat 30 is less than 1-1/2 inches. 31 7. Use tamps to thoroughly compact the edges of the pavement along curbs,headers, 32 and similar structures and in locations that will not allow thorough compaction with 33 the rollers. 34 8. The City may require rolling with a trench roller on widened areas,in trenches, and 35 in other limited areas. 36 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to 37 traffic unless otherwise directed. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-22 ASPHALT PAVING Page 22 of 25 1 10. When directed, sprinkle the finished mat with water or limewater to expedite 2 opening the roadway to traffic. 3 11. Air Void Control 4 a. General 5 1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9 6 percent in-place air voids. 7 2) Do not increase the asphalt content of the mixture to reduce pavement air 8 voids. 9 b. Rollers 10 1) Furnish the type, size, and number of rollers required for compaction,as 11 approved. 12 2) Use a pneumatic-tire roller to seal the surface,unless otherwise shown on 13 the Drawings. 14 3) Use additional rollers as required to remove any roller marks. 15 c. Air Void Determination 16 1) Unless otherwise shown on the Drawings,obtain 2 roadway specimens at 17 each location selected by the City for in-place air void determination. 18 2) The City will measure air voids in accordance with Tex-207-F and 19 Tex-227-F. 20 3) Before drying to a constant weight,cores may be predried using a Corelok 21 or similar vacuum device to remove excess moisture. 22 4) The City will use the average air void content of the 2 cores to calculate the 23 in-place air voids at the selected location. 24 d. Air Voids Out of Range 25 1) If the in-place air void content in the compacted mixture is below 5 percent 26 or greater than 9 percent,change the production and placement operations 27 to bring the in-place air void content within requirements. 28 e. Test Section 29 1) Construct a test section of 1 lane-width and at most 0.2 miles in length to 30 demonstrate that compaction to between 5 percent and 9 percent in-place 31 air voids can be obtained. 32 2) Continue this procedure until a test section with 5 percent to 9 percent in- 33 place air voids can be produced. 34 3) The City will allow only 2 test sections per day. 35 4) When a test section producing satisfactory in-place air void content is 36 placed,resume full production. 37 12. Ordinary Compaction Control 38 a. Furnish the type, size,and number of rollers required for compaction,as 39 approved. Furnish at least 1 medium pneumatic-tire roller(minimum 12-ton 40 weight). 41 b. Use the control strip method given in Tex-207-F,Part IV,to establish rolling 42 patterns that achieve maximum compaction. 43 c. Follow the selected rolling pattern unless changes that affect compaction occur 44 in the mixture or placement conditions. 45 d. When such changes occur,establish a new rolling pattern. 46 e. Compact the pavement to meet the requirements of the Drawings and 47 specifications. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-23 ASPHALT PAVING Page 23 of 25 I f. When rolling with the 3-wheel,tandem or vibratory rollers, start by first rolling 2 the joint with the adjacent pavement and then continue by rolling longitudinally 3 at the sides. 4 g. Proceed toward the center of the pavement, overlapping on successive trips by 5 at least 1 ft.,unless otherwise directed. 6 h. Make alternate trips of the roller slightly different in length. 7 i. On superelevated curves,begin rolling at the low side and progress toward the 8 high side unless otherwise directed. 9 G. Irregularities 10 1. Identify and correct irregularities including,but not limited to segregation,rutting, 11 raveling,flushing,fat spots,mat slippage,irregular color,irregular texture,roller 12 marks,tears,gouges, streaks,uncoated aggregate particles,or broken aggregate 13 particles. 14 2. The City may also identify irregularities, and in such cases,the City shall promptly 15 notify the Contractor. 16 3. If the City determines that the irregularity will adversely affect pavement 17 performance,the City may require the Contractor to remove and replace(at the 18 Contractor's expense)areas of the pavement that contain the irregularities and areas 19 where the mixture does not bond to the existing pavement. 20 4. If irregularities are detected,the City may require the Contractor to immediately 21 suspend operations or may allow the Contractor to continue operations for no more 22 than 1 day while the Contractor is taking appropriate corrective action. 23 5. The City may suspend production or placement operations until the problem is 24 corrected. 25 6. At the expense of the Contractor and to the satisfaction of the City,remove and 26 replace any mixture that does not bond to the existing pavement or that has other 27 surface irregularities identified above. 28 3.5 REPAIR 29 A. See Section 32 01 17. 30 3.6 QUALITY CONTROL 31 A. Production Testing 32 1. Perform production tests to verify asphalt paving meets the performance standard 33 required in the Drawings and specifications. 34 2. City to measure density of asphalt paving with nuclear gauge. 35 3. City to core asphalt paving from the normal thickness of section once acceptable 36 density achieved. City identifies location of cores. 37 a. Minimum core diameter: 4 inches 38 b. Minimum spacing: 200 feet 39 c. Minimum of 1 core every block 40 d. Alternate lanes between core 41 4. City to use cores to determine pavement thickness and calculate theoretical density. 42 a. City to perform theoretical density test a minimum of 1 per day per street. 43 B. Density Test 44 1. The average measured density of asphalt paving must meet specified density. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 1216-24 ASPHALT PAVING Page 24 of 25 1 2. Average of measurements per street not meeting the minimum specified strength 2 shall be subject to the money penalties or removal and replacement at the 3 Contractor's expense as show in Table 11. 4 5 Table 11 6 Density Payment Schedule Percent Rice Percent of Contract Price Allowed 89 and lower remove and replace at the entire cost and expense of Contractor as directed by City. 90 75-percent 91-93 100-percent 94 90-percent 95 75-percent Over 95 remove and replace at the entire cost and expense of Contractor as directed by City. 7 8 3. The amount of penalty shall be deducted from payment due to Contractor. 9 4. These requirements are in addition to the requirements of Article 1.2. 10 C. Pavement Thickness Test 11 1. City measure each core thickness by averaging at least 3 measurements. 12 2. The number of tests and location shall be at the discretion of the City,unless 13 otherwise specified in the special provisions or on the Drawings. 14 3. In the event a deficiency in the thickness of pavement is revealed during production 15 testing, subsequent tests necessary to isolate the deficiency shall be at the 16 Contractor's expense. 17 4. The cost for additional coring test shall be at the same rate charged by commercial 18 laboratories. 19 5. Where the average thickness of pavement in the area found to be deficient,payment 20 shall be made at an adjusted price as specified in Table 12. 21 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 12 16-25 ASPHALT PAVING Page 25 of 25 1 Table 12 2 Thickness Deficiency Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent-Not More than 10 percent 90 percent Greater Than 10 percent-Not More than 15 percent 80 percent remove and replace at Greater Than 15 percent the entire cost and expense of Contractor as directed by City. 3 4 6. If, in the judgment of the City,the area of such deficiency warrants removal,the 5 area shall be removed and replaced,at the Contractor's entire expense,with asphalt 6 paving of the thickness shown on the Drawings. 7 7. No additional payment over the contract unit price shall be made for any pavement 8 of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—Modified items to be included in price bid 19 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 1320-1 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 5 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from 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 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13 -Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 2. Concrete Driveway 33 a. Measurement 34 1) Measurement for this Item shall be by the square foot of completed and 35 accepted Concrete Driveway in its final position for various: 36 a) Thicknesses 37 b) Types 38 2) Dimensions will be taken from the back of the projected curb,including the 39 area of the curb radii and will extend to the limits specified in the 40 Drawings. 41 3) Sidewalk portion of drive will be included in driveway measurement. 42 4) Curb on drive will be included in the driveway measurement. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 30,2013 City Project No.01928 321320-2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 5 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"will be paid for at the unit 4 price bid per square foot of Concrete Driveway. 5 c. The price bid shall include: 6 1) Excavating and preparing the subgrade 7 2) Furnishing and placing all materials 8 3. Barrier Free Ramps 9 a. Measurement 10 1) Measurement for this Item shall be per each Barrier Free Ramp completed 11 and accepted for various: 12 a) Types 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 bid per each"Barrier Free Ramp"installed. 17 c. The price bid shall include: 18 1) Excavating and preparing the subgrade 19 2) Furnishing and placing all materials 20 3) Curb Ramp 21 4) Landing and detectable warning surface as shown on the Drawings 22 5) Adjacent flares or side curb 23 1.3 REFERENCES 24 A. Abbreviations and Acronyms 25 1. TAS—Texas Accessibility Standards 26 2. TDLR—Texas Department of Licensing and Regulation 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification,unless a date is specifically cited. 31 2. American Society for Testing and Materials(ASTM) 32 a. D545,Test Methods for Preformed Expansion Joint Fillers for Concrete 33 Construction(Non-extruding and Resilient Types) 34 b. D698,Test Methods for Laboratory Compaction Characteristics of Soil Using 35 Standard Effort(12,400 ft-lbf/ft3) 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS [NOT USED] 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Mix Design: submit for approval. Section 32 13 13. 40 B. Product Data: submit product data and sample for pre-cast detectable warning for 41 barrier free ramp. 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 30,2013 City Project No.01928 321320-3 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 5 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 3 1.11 FIELD CONDITIONS 4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 5 1.12 WARRANTY [NOT USED] 6 PART 2- PRODUCTS 7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 8 2.2 EQUIPMENT AND MATERIALS 9 A. Forms: wood or metal straight,free from warp and of a depth equal to the thickness of 10 the finished work. 11 B. Concrete: see Section 32 13 13. 12 1. Unless otherwise shown on the Drawings or detailed specifications,the standard 13 class for concrete sidewalks,driveways and barrier free ramps is shown in the 14 following table: 15 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 16 C. Reinforcement: see Section 32 13 13. 17 1. Sidewalk,driveway and barrier free ramp reinforcing steel shall be#3 deformed 18 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless 19 otherwise shown on the Drawings or detailed specifications. 20 D. Joint Filler 21 1. Wood Filler: see Section 32 13 13. 22 2. Pre-Molded Asphalt Board Filler 23 a. Use only in areas where not practical for wood boards. 24 b. Pre-molded asphalt board filler: ASTM D545. 25 c. Install the required size and uniform thickness and as specified in Drawings. 26 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 27 mixture of asphalt and vegetable fiber and/or mineral filler. 28 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3- EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH Water and Sanitary SeNver Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised April 30,2013 City Project No.01928 321320-4 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 5 1 3.3 PREPARATION 2 A. Surface Preparation 3 1. Excavation: Excavation required for the construction of sidewalks,driveways and 4 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 5 established by the City. 6 2. Fine Grading 7 a. The Contractor shall do all necessary filling, leveling and fine grading required 8 to bring the subgrade to the exact grades specified and compacted to at least 90 9 percent of maximum density as determined by ASTM D698. 10 b. Moisture content shall be within minus 2 to plus 4 of optimum. 11 c. Any over-excavation shall be repaired to the satisfaction of the City. 12 B. Demolition/Removal 13 1. Sidewalk,Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13. 14 3.4 INSTALLATION 15 A. General 16 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 17 2. Sidewalks constructed in driveway approach sections shall have a minimum 18 thickness equal to that of driveway approach or as called for by Drawings and 19 specifications within the limits of the driveway approach. 20 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for 21 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 22 The construction of the driveway approach shall include the variable height radius 23 curb in accordance with the Drawings. 24 4. All pedestrian facilities shall comply with provisions of TAS including location, 25 slope,width, shapes,texture and coloring. Pedestrian facilities installed by the 26 Contractor and not meeting TAS must be removed and replaced to meet TAS (no 27 separate pay). 28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 29 position during the depositing of concrete. 30 C. Reinforcement: see Section 32 13 13. 31 D. Concrete Placement: see Section 32 13 13. 32 E. Finishing 33 1. Concrete sidewalks,driveways and barrier free ramps shall be finished to a true, 34 even surface. 35 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 36 3. Provide exposed aggregate finish if specified. 37 4. Edge joints and sides shall with suitable tools. 38 F. Joints 39 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 40 using redwood. 41 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 42 foot intervals for 5 foot wide and greater sidewalk. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised April 30,2013 City Project No.01928 321320-5 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 5 1 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 2 driveways, curbs,formations, other sidewalks and other adjacent old concrete work. 3 Similar material shall be placed around all obstructions protruding into or through 4 sidewalks or driveways. 5 4. All expansion joints shall be 1/2 inch in thickness. 6 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 7 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 8 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 9 marking tool. 10 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 11 G. Barrier Free Ramp 12 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 13 manufactured by StrongGo Industries or approved equal by the City. 14 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 15 of pedestrian travel,and extend to a minimum of 48-inch along the curb ramp or 16 landing where the pedestrian access route enters the street. 17 3. Locate detectable warning surface so that the edge nearest the curb line is a 18 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 19 curb. 20 4. Detectable warning Dome-Tile surface may be curved along the corner radius. 21 5. Install detectable warning surface according to manufacturer's instructions. 22 3.5 REPAIR/RESTORATION [NOT USED] 23 3.6 RE-INSTALLATION [NOT USED] 24 3.7 FIELD QUALITY CONTROL [NOT USED] 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.3—Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F.Griffin Corrected Part 1, 1.2,A,3,b, 1 to read;from...square foot of Concrete Sidewalk. to...each`Barrier Free Ramp"installed. 33 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised April 30,2013 City Project No.01928 32 16 13-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of 5 1 SECTION 32 16 13 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Deviations from 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 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13 -Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Curb and Gutter 20 a. Measurement 21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 22 Gutter. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under"Measurement"will be paid for at the unit 26 price bid per linear foot of Concrete Curb and Gutter complete and in place 27 by curb height. 28 c. The price bid shall include: 29 1) Preparing the subgrade 30 2) Furnishing and placing all materials,including foundation course, 31 reinforcing steel, and expansion material 32 2. Concrete Valley Gutter 33 a. Measurement 34 1) Measurement for this Item shall be by the square yard of Concrete Valley 35 Gutter. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid per square yard of Concrete Valley Gutter complete and in place 40 for: 41 a) Various street types CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 16 13-2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 5 1 c. The price bid shall include: 2 1) Preparing the subgrade 3 2) Furnishing and placing all materials,including foundation course, 4 reinforcing steel, and expansion material 5 1.3 REFERENCES [NOT USED] 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 ACTION SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Weather Conditions: See Section 32 13 13. 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS 17 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 18 2.2 EQUIPMENT AND MATERIALS 19 A. Forms: See Section 32 13 13. 20 B. Concrete: See Section 32 13 13. 21 C. Reinforcement: See Section 32 13 13. 22 D. Joint Filler 23 1. Wood Filler: see Section 32 13 13. 24 2. Pre-Molded Asphalt Board Filler 25 a. Use only in areas where not practical for wood boards 26 b. Pre-molded asphalt board filler: ASTM D545 27 c. Install the required size and uniform thickness and as specified in the Drawings. 28 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 29 mixture of asphalt and vegetable fiber and/or mineral filler. 30 E. Expansion Joint Sealant: See Section 32 13 73. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 16 13-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Demolition/Removal: See Section 02 41 13. 8 3.4 INSTALLATION 9 A. Forms 10 1. Extend forms the full depth of concrete. 11 2. Wood forms: minimum of 1-1/2 inches in thickness 12 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 13 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 14 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 15 rejected. 16 B. Reinforcing Steel 17 1. Place all necessary reinforcement for City approval prior to depositing concrete. 18 2. All steel must be free from paint and oil and all loose scale,rust,dirt and other 19 foreign substances. 20 3. Remove foreign substances from steel before placing. 21 4. Wire all bars at their intersections and at all laps or splices. 22 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches,whichever is 23 greater. 24 C. Concrete Placement 25 1. Deposit concrete to maintain a horizontal surface. 26 2. Work concrete into all spaces and around any reinforcement to form a dense mass 27 free from voids. 28 3. Work coarse aggregate away from contact with the forms 29 4. Hand-Laid Concrete—Curb and gutter 30 a. Shape and compact subgrade to the lines,grades and cross section shown on the 31 Drawings. 32 b. Lightly sprinkle subgrade material immediately before concrete placement. 33 c. Deposit concrete into forms. 34 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 35 finished curb,unless otherwise approved. 36 5. Machine-Laid Concrete—Curb and Gutter 37 a. Hand-tamp and sprinkle subgrade material before concrete placement. 38 b. Provide clean surfaces for concrete placement. 39 c. Place the concrete with approved self-propelled equipment. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 32 16 13-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 5 1 1) The forming tube of the extrusion machine or the form of the slipform 2 machine must easily be adjustable vertically during the forward motion of 3 the machine to provide variable heights necessary to conform to the 4 established gradeline. 5 d. Attach a pointer or gauge to the machine so that a continual comparison can be 6 made between the extruded or slipform work and the grade guideline. 7 e. Brush finish surfaces immediately after extrusion or slipforming. 8 6. Hand-Laid Concrete—Concrete Valley Gutter: See Section 32 13 13. 9 7. Expansion joints 10 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 11 intersection returns and other rigid structures. 12 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 13 pavement joints to a depth of 1-1/2 inches. 14 c. Place expansion joints at all intersections with concrete driveways,curbs, 15 buildings and other curb and gutters. 16 d. Make expansion joints no less than 1/2 inch in thickness,extending the full 17 depth of the concrete. 18 e. Make expansion joints perpendicular and at right angles to the face of the curb. 19 f. Neatly trim any expansion material extending above the finished to the surface 20 of the finished work. 21 g. Make expansion joints in the curb and gutter coincide with the concrete 22 expansion joints. 23 h. Longitudinal dowels across the expansion joints in the curb and gutter are 24 required. 25 i. Install 3 No. 4 round, smooth bars,24 inches in length,for dowels at each 26 expansion joint. 27 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 28 provides a minimum of 1 inch free expansion. 29 k. Support dowels by an approved method. 30 D. Curing: see Section 32 13 13. 31 3.5 REPAIR/RESTORATION [NOT USED] 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 FIELD QUALITY CONTROL [NOT USED] 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING [NOT USED] 37 3.11 CLOSEOUT ACTIVITIES [NOT USED] 38 3.12 PROTECTION [NOT USED] 39 3.13 MAINTENANCE [NOT USED] 40 3.14 ATTACHMENTS [NOT USED] 41 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 16 13-5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 5 of 5 1 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.2.Modified payment item to vary by street type 2 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 32 17 23-1 PAVEMENT MARKINGS Page 1 of 11 1 SECTION 32 17 23 2 PAVEMENT MARKINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic,hot-applied,spray(HAS)pavement markings 8 b. Thermoplastic,hot-applied,extruded(HAE)pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat-activated thermoplastic tape 11 2. Raised markers 12 3. Work zone markings 13 4. Removal of pavement markings and markers 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited 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. Pavement Markings 22 a. Measurement 23 1) Measurement for this Item shall be per linear foot of material placed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under"Measurement"shall be paid for at the 27 unit price bid per linear foot of"Pvmt Marking"installed for: 28 a) Various Widths 29 b) Various Types 30 c) Various Materials 31 d) Various Colors 32 c. The price bid shall include: 33 1) Installation of Pavement Marking 34 2) Glass beads,when required 35 3) Surface preparation 36 4) Clean-up 37 5) Testing(when required) 38 2. Legends 39 a. Measurement 40 1) Measurement for this Item shall be per each Legend installed. 41 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 32 1723-2 PAVEMENT MARKINGS Page 2 of 11 1 1) The work performed and materials furnished in accordance with this Item 2 shall be paid for at the unit price bid per each"Legend"installed for: 3 a) Various types 4 b) Various applications 5 c. The price bid shall include: 6 1) Installation of Pavement Marking 7 2) Glass beads,when required 8 3) Surface preparation 9 4) Clean-up 10 5) Testing 11 3. Raised Markers 12 a. Measurement 13 1) Measurement for this Item shall be per each Raised Marker installed. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 shall be paid for at the unit price bid per each"Raised Marker"installed 17 for: 18 a) Various types 19 c. The price bid shall include: 20 1) Installation of Raised Markers 21 2) Surface preparation 22 3) Clean-up 23 4) Testing 24 4. Work Zone Tab Markers 25 a. Measurement 26 1) Measurement for this Item shall be per each Tab Marker installed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 shall be paid for at the unit price bid per each"Tab Marker"installed for: 30 a) Various types 31 c. The price bid shall include: 32 1) Installation of Tab Work Zone Markers 33 5. Fire Lane Markings 34 a. Measurement 35 1) Measurement for this Item shall be per the linear foot. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"shall be paid for at the 39 unit price bid per linear foot of"Fire Lane Marking"installed. 40 c. The price bid shall include: 41 1) Surface preparation 42 2) Clean-up 43 3) Testing 44 6. Pavement Marking Removal 45 a. Measurement 46 1) Measure for this Item shall be per linear foot. 47 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 321723-3 PAVEMENT MARKINGS Page 3 of 11 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per linear foot of"Remove Pvmt Marking"performed for: 4 a) Various widths 5 c. The price bid shall include: 6 1) Removal of Pavement Markings 7 2) Clean-up 8 7. Raised Marker Removal 9 a. Measurement 10 1) Measurement for this Item shall be per each Pavement Marker removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid per each"Remove Raised Marker" 14 performed. 15 c. The price bid shall include: 16 1) Removal of each Marker 17 2) Disposal of removed materials 18 3) Clean-up 19 8. Legend Removal 20 a. Measurement 21 1) Measure for this Item shall be per each Legend removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"shall be paid for at the 25 unit price bid per linear foot of"Remove Legend"performed for: 26 a) Various types 27 b) Various applications 28 c. The price bid shall include: 29 1) Removal of Pavement Markings 30 2) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. Texas Manual on Uniform Traffic Control Devices(MUTCD),2011 Edition 37 a. Part 3,Markings 38 3. American Association of State Highway and Transportation Officials(AASHTO) 39 a. Standard Specification for Glass Beads Used in Pavement Markings,M 247-09 40 4. Federal Highway Administration(FHWA) 41 a. 23 CFR Part 655,FHWA Docket No. FHWA-2009-0139 42 5. Texas Department of Transportation(TxDOT) 43 a. DMS-4200,Pavement Markers (Reflectorized) 44 b. DMS-4300,Traffic Buttons 45 c. DMS-8220,Hot Applied Thermoplastic 46 d. DMS-8240,Permanent Prefabricated Pavement Markings 47 e. DMS-8241,Removable Prefabricated Pavement Markings CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 32 1723-4 PAVEMENT MARKINGS Page 4 of 11 1 f. DMS-8242,Temporary Flexible-Reflective Road Marker Tabs 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 6 specials. 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.10 DELIVERY, STORAGE,AND HANDLING 12 A. Storage and Handling Requirements 13 1. The Contractor shall secure and maintain a location to store the material in 14 accordance with Section 01 50 00. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-SUPPLIED PRODUCTS 19 A. New Products 20 1. Refer to Drawings to determine if there are owner-supplied products for the Project. 21 2.2 MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed in the City's Standard Products List will be 24 considered as shown in Section 0160 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 0125 00. 28 B. Materials 29 1. Pavement Markings 30 a. Thermoplastic,hot applied,spray 31 1) Refer to Drawings and City Standard Detail Drawings for width of 32 longitudinal lines. 33 2) Product shall be especially compounded for traffic markings. 34 3) When placed on the roadway,the markings shall not be slippery when wet, 35 lift from pavement under normal weather conditions nor exhibit a tacky 36 exposed surface. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 32 1723-5 PAVEMENT MARKINGS Page 5 of 11 1 4) Cold ductility of the material shall permit normal road surface expansion 2 and contraction without chipping or cracking. 3 5) The markings shall retain their original color,dimensions and placement 4 under normal traffic conditions at road surface temperatures of 158 degrees 5 Fahrenheit and below. 6 6) Markings shall have uniform cross-section,clean edges, square ends and no 7 evidence of tracking. 8 7) The density and quality of the material shall be uniform throughout the 9 markings. 10 8) The thickness shall be uniform throughout the length and width of the 11 markings. 12 9) The markings shall be 95 percent free of holes and voids, and free of 13 blisters for a minimum of 60 days after application. 14 10) The material shall not deteriorate by contact with sodium chloride,calcium 15 chloride or other chemicals used to prevent roadway ice or because of the 16 oil content of pavement markings or from oil droppings or other effects of 17 traffic. 18 11) The material shall not prohibit adhesion of other thermoplastic markings if, 19 at some future time,new markings are placed over existing material. 20 a) New material shall bond itself to the old line in such a manner that no 21 splitting or separation takes place. 22 12) The markings placed on the roadway shall be completely retroreflective 23 both internally and externally with traffic beads and shall exhibit uniform 24 retro-directive reflectance. 25 13) Traffic beads 26 a) Manufactured from glass 27 b) Spherical in shape 28 c) Essentially free of sharp angular particles 29 d) Essentially free of particles showing cloudiness,surface scoring or 30 surface scratching 31 e) Water white in color 32 f) Applied at a uniform rate 33 g) Meet or exceed Specifications shown in AASHTO Standard 34 Specification for Glass Beads Used in Pavement Markings,AASHTO 35 Designation: M 247-09. 36 b. Thermoplastic,hot applied,extruded 37 1) Product shall be especially compounded for traffic markings 38 2) When placed on the roadway,the markings shall not be slippery when wet, 39 lift from pavement under normal weather conditions nor exhibit a tacky 40 exposed surface. 41 3) Cold ductility of the material shall permit normal road surface expansion 42 and contraction without chipping or cracking. 43 4) The markings shall retain their original color,dimensions and placement 44 under normal traffic conditions at road surface temperatures of 158 degrees 45 Fahrenheit and below. 46 5) Markings shall have uniform cross-section,clean edges, square ends and no 47 evidence of tracking. 48 6) The density and quality of the material shall be uniform throughout the 49 markings. r CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 321723-6 PAVEMENT MARKINGS Page 6 of 11 1 7) The thickness shall be uniform throughout the length and width of the 2 markings. 3 8) The markings shall be 95 percent free of holes and voids, and free of 4 blisters for a minimum of 60 days after application. 5 9) The minimum thickness of the marking, as measured above the plane 6 formed by the pavement surface, shall not be less than 1/8 inch in the center 7 of the marking and 3/32 inch at a distance of%2 inch from the edge. 8 10) Maximum thickness shall be 3/16 inch. 9 11) The material shall not deteriorate by contact with sodium chloride,calcium 10 chloride or other chemicals used to prevent roadway ice or because of the 11 oil content of pavement markings or from oil droppings or other effects of 12 traffic. 13 12) The material shall not prohibit adhesion of other thermoplastic markings if, 14 at some future time,new markings are placed over existing material. New 15 material shall bond itself to the old line in such a manner that no splitting or 16 separation takes place. 17 13) The markings placed on the roadway shall be completely retroreflective 18 both internally and externally with traffic beads and shall exhibit uniform 19 retro-directive reflectance. 20 14) Traffic beads 21 a) Manufactured from glass 22 b) Spherical in shape 23 c) Essentially free of sharp angular particles 24 d) Essentially free of particles showing cloudiness,surface scoring or 25 surface scratching 26 e) Water white in color 27 f) Applied at a uniform rate 28 g) Meet or exceed Specifications shown in AASHTO Standard 29 Specification for Glass Beads Used in Pavement Markings,AASHTO 30 Designation: M 247-09. 31 c. Preformed Polymer Tape 32 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 33 3M High Performance Tape Series 3801 ES,or approved equal. 34 d. Preformed Heat-Activated Thermoplastic Tape 35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 36 mil preformed thermoplastic or approved equal. 37 2. Raised Markers 38 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 39 Control Devices. 40 b. Non-reflective markers shall be Type Y(yellow body)and Type W(white 41 body)round ceramic markers and shall meet or exceed the TxDOT 42 Specification DMS-4300. 43 c. The reflective markers shall be plastic,meet or exceed the TxDOT 44 Specification DMS-4200 for high-volume retroreflective raised markers and be 45 available in the following types: 46 1) Type I-C,white body, 1 face reflects white 47 2) Type II-A-A,yellow body,2 faces reflect amber 48 3) Type II-C-R,white body, 1 face reflects white,the other red 49 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 321723-7 PAVEMENT MARKINGS Page 7 of I 1 1 3. Work Zone Markings 2 a. Tabs 3 1) Temporary flexible-reflective roadway marker tabs shall meet requirements 4 of TxDOT DMS-8242,"Temporary Flexible-Reflective Road Marker 5 Tabs." 6 2) Removable markings shall not be used to simulate edge lines. 7 3) No segment of roadway open to traffic shall remain without permanent 8 pavement markings for a period greater than 14 calendar days. 9 b. Raised Markers 10 1) All raised pavement markers shall meet the requirements of DMS-4200. 11 c. Striping 12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 13 8200. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL 16 A. Performance 17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 18 the requirements detailed in the table below for a minimum of 30 calendar days. Posted Speed m h 30 35-50 >55 2-lane roads with centerline n/a 100 250 markings only1) All other roads (2) n/a 50 100 19 (1)Measured at standard 30-m geometry in units of mcd/m2/lux. 20 (2)Exceptions: 21 A.When raised reflective pavement markings(RRPMs)supplement or substitute for a 22 longitudinal line,minimum pavement marking retroreflectivity levels are not applicable as 23 long as the RRPMs are maintained so that at least 3 are visible from any position along that 24 line during nighttime conditions. 25 B.When continuous roadway lighting assures that the markings are visible,minimum 26 pavement marking retroreflectivity levels are not applicable. 27 PART 3- EXECUTION 28 3.1 EXAMINATION [NOT USED] 29 3.2 PREPARATION 30 A. Pavement Conditions 31 1. Roadway surfaces shall be free of dirt,grease,loose and/or flaking existing 32 markings and other forms of contamination. 33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 34 curing membrane. 35 3. Pavement to which material is to be applied shall be completely dry. CITY OF FORT WORTH Water and Sanitary Server Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 321723-8 PAVEMENT MARKINGS Page 8 of 11 1 4. Pavement shall be considered dry, if,on a sunny day after observation for 15 2 minutes,no condensation develops on the underside of a 1 square foot piece of 3 clear plastic that has been placed on the pavement and weighted on the edges. 4 5. Equipment and methods used for surface preparation shall not damage the 5 pavement or present a hazard to motorists or pedestrians. 6 3.3 INSTALLATION 7 A. General 8 1. The materials shall be applied according to the manufacturer's recommendations. 9 2. Markings and markers shall be applied within temperature limits recommended by 10 the material manufacturer,and shall be applied on clean, dry pavement having a 11 surface temperature above 50 degrees Fahrenheit. 12 3. Markings that are not properly applied due to faulty application methods or being 13 placed in the wrong position or alignment shall be removed and replaced by the 14 Contractor at the Contractor's expense. If the mistake is such that it would be 15 confusing or hazardous to motorists,it shall be remedied the same day of 16 notification. Notification will be made by phone and confirmed by fax. Other 17 mistakes shall be remedied within 5 days of written notification. 18 4. When markings are applied on roadways open to traffic, care will be taken to 19 ensure that proper safety precautions are followed,including the use of signs, 20 cones,barricades,flaggers,etc. 21 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 22 6. Temperature of the material must be equal to the temperature of the road surface 23 before allowing traffic to travel on it. 24 B. Pavement Markings 25 1. Thermoplastic,hot applied, spray 26 a. This method shall be used to install and replace long lines—centerlines,lane 27 lines,edge lines,turn lanes,and dots. 28 b. Markings shall be applied at a 110 mil thickness. 29 c. Markings shall be applied at a 90 mil thickness when placed over existing 30 markings. 31 d. A sealer shall be used if concrete or asphalt is older than three(3)years. 32 e. Typical setting time shall be between 4 minutes and 10 minutes depending 33 upon the roadway surface temperature and the humidity factor. 34 f. Retroreflective raised markers shall be used to supplement the centerlines,lane 35 lines,and turn lanes. Refer to City Standard Detail Drawings for placement. 36 g. Minimum retroreflectivity of markings shall meet or exceed values shown in 37 subparagraph 2A.A.1 of this Specification. 38 2. Thermoplastic,hot applied,extruded 39 a. This method shall be used to install and replace crosswalks and stop-lines. 40 b. Markings shall be applied at a 125 mil thickness. 41 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 42 this Specification. 43 3. Preformed Polymer Tape 44 a. This method shall be used to install and replace crosswalks, stop-lines, and 45 legends. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 32 1723-9 PAVEMENT MARKINGS Page 9 of 11 1 b. The applied marking shall adhere to the pavement surface with no slippage or 2 lifting and have square ends, straight lines and clean edges. 3 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 4 this Specification. 5 4. Preformed Heat-Activated Thermoplastic Tape 6 a. This method shall be used to install and replace crosswalks, stop-lines,and 7 legends. 8 b. The applied marking shall adhere to the pavement surface with no slippage or 9 lifting and have square ends, straight lines and clean edges. 10 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 11 this Specification. 12 C. Raised Markers 13 1. All permanent raised pavement markers on Portland Cement roadways shall be 14 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 15 2. All permanent raised pavement markers on new asphalt roadways may be installed 16 with epoxy or bituminous adhesive. 17 3. A chalk line, chain or equivalent shall be used during layout to ensure that 18 individual markers are properly aligned. All markers shall be placed uniformly 19 along the line to achieve a smooth continuous appearance. 20 D. Work Zone Markings 21 1. Work shall be performed with as little disruption to traffic as possible. 22 2. Install longitudinal markings on pavement surfaces before opening to traffic. 23 3. Maintain lane alignment traffic control devices and operations until markings are 24 installed. 25 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 26 shown on the Drawings. 27 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 28 of a surface treatment,unless otherwise shown on the Drawings. 29 6. Place markings in proper alignment with the location of the final pavement 30 markings. 31 7. Do not use raised pavement markers for words, symbols, shapes,or diagonal or 32 transverse lines. 33 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 34 from a distance of at least 160 feet in nighttime conditions,illuminated by low- 35 beam automobile headlight. 36 9. The daytime and nighttime reflected color of the markings must be distinctly white 37 or yellow. 38 10. The markings must exhibit uniform retroreflective characteristics. 39 11. Epoxy adhesives shall not be used to work zone markings. 40 3.4 REMOVALS 41 1. Pavement Marking and Marker Removal 42 a. The industry's best practice shall be used to remove existing pavement 43 markings and markers. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised November 22,2013 City Project No.01928 32 17 23-10 PAVEMENT MARKINGS Page 10 of 11 1 b. If the roadway is being damaged during the marker removal,Work shall be 2 halted until consultation with the City. 3 c. Removals shall be done in such a matter that color and texture contrast of the 4 pavement surface will be held to a minimum. 5 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc.,greater than 6 1/4 inch in depth resulting from the removal of pavement markings and markers. 7 Driveway patch asphalt emulsion may be broom applied to reseal damage to 8 asphaltic surfaces. 9 e. Dispose of markers in accordance with federal, state,and local regulations. 10 f. Use any of the following methods unless otherwise shown on the Drawings. 11 1) Surface Treatment Method 12 a) Apply surface treatment at rates shown on the Drawings or as directed. 13 Place a surface treatment a minimum of 2 feet wide to cover the 14 existing marking. 15 b) Place a surface treatment,thin overlay,or microsurfacing a minimum 16 of 1 lane in width in areas where directional changes of traffic are 17 involved or in other areas as directed by the City. 18 2) Burn Method 19 a) Use an approved burning method. 20 b) For thermoplastic pavement markings or prefabricated pavement 21 markings,heat may be applied to remove the bulls of the marking 22 material prior to blast cleaning. 23 c) When using heat, avoid spalling pavement surfaces. 24 d) Sweeping or light blast cleaning may be used to remove minor residue. 25 3) Blasting Method 26 a) Use a blasting method such as water blasting,abrasive blasting,water 27 abrasive blasting, shot blasting, slurry blasting,water-injected abrasive 28 blasting,or brush blasting as approved. 29 b) Remove pavement markings on concrete surfaces by a blasting method 30 only. 31 4) Mechanical Method 32 a) Use any mechanical method except grinding. 33 b) Flail milling is acceptable in the removal of markings on asphalt and 34 concrete surfaces. 35 2. If a location is to be paved over,no additional compensation will be allowed for 36 marking or marker removal. 37 3.5 REPAIR/RESTORATION [NOT USED] 38 3.6 RE-INSTALLATION [NOT USED] 39 3.7 FIELD QUALITY CONTROL 40 A. All lines must have clean edges,square ends,and be uniform cross-section. 41 B. The density and quality of markings shall be uniform throughout their thickness. 42 C. The applied markings shall have no more than 5 percent,by area,of holes or voids and 43 shall be free of blisters. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 32 1723-11 PAVEMENT MARKINGS Page 11 of 11 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING 4 A. Contractor shall clean up and remove all loose material resulting from construction 5 operations. 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S.Arnold Removed paint type marking,updated references,added sealer language 12 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised November 22,2013 City Project No.01928 3292 13-1 HYDROMULCHING,SEEDING AND SODDING Page 1 of 8 1 SECTION 32 92 13 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 91 19—Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Block Sod Placement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of Block Sod placed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"will be paid for at the unit 22 price bid per square yard of Block Sod placed. 23 c. The price bid shall include: 24 1) Furnishing and placing all sod 25 2) Rolling and tamping 26 3) Watering(until established) 27 4) Disposal of surplus materials 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be by the square yard of Seed spread. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for at the unit 34 price bid per square yard of Seed placed for various installation methods. 35 c. The price bid shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing(until established) 41 6) Disposal of surplus materials 42 3. Mowing 43 a. Measurement CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt 1 Revised December 20,2012 City Project No.01928 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2 of 8 1 1) Measurement for this Item shall per each. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under"Measurement"will be paid for at the unit 5 price bid per each. 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 ACTION SUBMITTALS [NOT USED] 9 1.6 INFORMATIONAL SUBMITTALS 10 A. Seed 11 1. Vendors' certification that seeds meet Texas State seed law including: 12 a. Testing and labeling for pure live seed(PLS) 13 b. Name and type of seed 14 2. All seed shall be tested in a laboratory with certified results presented to the City in 15 writing,prior to planting. 16 3. All seed to be of the previous season's crop and the date on the container shall be 17 within 12 months of the seeding date. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING 22 A. Block Sod 23 1. Protect from exposure to wind, sun and freezing. 24 2. Keep stacked sod moist. 25 B. Seed 26 1. If using native grass or wildflower seed,seed must have been harvested within 100 27 miles of the construction site. 28 2. Each species of seed shall be supplied in a separate, labeled container for 29 acceptance by the City. 30 C. Fertilizer 31 1. Provide fertilizer labeled with the analysis. 32 2. Conform to Texas fertilizer law. 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2- PRODUCTS [NOT USED] 36 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS AND EQUIPMENT 38 A. Materials CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt I Revised December 20,2012 City Project No.01928 329213-3 HYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 1. Block Sod 2 a. Sod Varieties(match existing if applicable) 3 1) "Stenotaphrum secundatum" (St.Augustine grass) 4 2) "Cynodon dactylon" (Common Bermudagrass) 5 3) "Buchloe dactyloides" (Buffalograss) 6 4) an approved hybrid of Common Bermudagrass 7 5) or an approved Zoysiagrass 8 b. Sod must contain stolons,leaf blades,rhizomes and roots. 9 c. Sod shall be alive,healthy and free of insects, disease,stones,undesirable 10 foreign materials and weeds and grasses deleterious to its growth or which 11 might affect its subsistence or hardiness when transplanted. 12 d. Minimum sod thickness: 3/4 inch 13 e. Maximum grass height: 2 inches 14 f. Acceptable growing beds 15 1) St. Augustine grass sod: clay or clay loam topsoil 16 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 17 g. Dimensions 18 1) Machine cut to uniform soil thickness. 19 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 20 handled and rolled without breaking. 21 h. Broken or torn sod or sod with uneven ends shall be rejected. 22 2. Seed 23 a. General 24 1) Plant all seed at rates based on pure live seed(PLS) 25 a) Pure Live Seed(PLS)determined using the formula: 26 (1) Percent Pure Live Seed=Percent Purity x [(Percent Germination+ 27 Percent Firm or Hard Seed)+ 100] 28 2) Availability of Seed 29 a) Substitution of individual seed types due to lack of availability may be 30 permitted by the City at the time of planting. 31 b) Notify the City prior to bidding of difficulties locating certain species. 32 3) Weed seed 33 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 34 and other material in the mixture 35 b) Seed not allowed: 36 (1) Johnsongrass 37 (2) Nutgrass seed 38 4) Harvest seed within 1-year prior to planting 39 b. Non-native Grass Seed 40 1) Plant between April 15 and September 10 41 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) Cynodon dactylon 95 90 42 43 2) Plant between September 10 and April 15 44 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt 1 Revised December 20,2012 City Project No.01928 329213-4 HYDROMULCHING,SEEDING AND SODDING Page 4 of 8 220 Rye Grass folium multiflorum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 1 2 c. Native Grass Seed 3 1) Plant between February 1 and October 1. 4 Lbs.PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyriurn scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 5 6 d. Wildflower Seed 7 1) Plant between the following: 8 a) March 5 and May 31 9 b) September 1 and December 1 10 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuherosa 2.0 Clasping Coneflower* Rudbeckia arnplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callir-hoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 11 *not to be planted within ten feet of a road or parking lot or within three feet of a 12 walkway 13 14 e. Temporary Erosion Control Seed 15 1) Consist of the sowing of cool season plant seeds. 16 3. Mulch 17 a. For use with conventional mechanical or hydraulic planting of seed. 18 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products 19 (waste products from paper mills or recycled newspaper). 20 c. No growth or germination inhibiting factors. 21 d. No more than ten percent moisture, air dry weight basis. 22 e. Additives: binder in powder form. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt 1 Revised December 20,2012 City Project No.01928 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5 of 8 1 f. Form a strong moisture retaining mat. 2 4. Fertilizer 3 a. Acceptable condition for distribution 4 b. Applied uniformly over the planted area 5 c. Analysis 6 1) 16-20-0 7 2) 16-8-8 8 d. Fertilizer rate: 9 1) Not required for wildflower seeding 10 2) Newly established seeding areas - 100 pounds of nitrogen per acre 11 3) Established seeding areas- 150 pounds of nitrogen per acre 12 5. Topsoil: See Section 32 91 19. 13 6. Water: clean and free of industrial wastes or other substances harmful to the 14 germination of the seed or to the growth of the vegetation. 15 7. Soil Retention Blanket 16 a. "Curlex P' from American Excelsior, 900 Ave. H East,Post Office Box 5624, 17 Arlington,Texas 76001, 1-800-777-SOIL or approved equal. 18 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION 25 A. Surface Preparation: clear surface of all material including: 26 1. Stumps, stones,and other objects larger than one inch. 27 2. Roots,brush,wire, stakes,etc. 28 3. Any objects that may interfere with seeding or maintenance. 29 B. Tilling 30 1. Compacted areas: till I inch deep 31 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 32 seed/water run-off 33 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 34 3.4 INSTALLATION 35 A. Block Sodding 36 1. General 37 a. Place sod between curb and walls and on terraces that is the same type grass as 38 adjacent grass or existing lawn. 39 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 40 average first freeze in the fall. 41 2. Installation CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt I Revised December 20,2012 City Project No.01928 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6 of 8 1 a. Plant sod specified after the area has been completed to the lines and grades 2 shown on the Drawings with 6 inches of topsoil. 3 b. Use care to retain native soil on the roots of the sod during the process of 4 excavating,hauling and planting. 5 c. Keep sod material moist from the time it is dug until planted. 6 d. Place sod so that the entire area designated for sodding is covered. 7 e. Fill voids left in the solid sodding with additional sod and tamp. 8 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 9 slope. 10 g. Peg sod with wooden pegs(or wire staple)driven through the sod block to the 11 firm earth in areas that may slide due to the height or slope of the surface or 12 nature of the soil. 13 3. Watering and Finishing 14 a. Furnish water as an ancillary cost to Contractor by means of temporary 15 metering/irrigation,water truck or by any other method necessary to achieve 16 an acceptable stand of turf as defined in 3.13.B. 17 b. Thoroughly water sod immediately after planted. 18 c. Water until established. 19 d. Generally,an amount of water that is equal to the average amount of rainfall 20 plus 1/2 inch per week should be applied until accepted. If applicable,plant 21 large areas by irrigation zones to ensure areas are watered as soon as they are 22 planted. 23 B. Seeding 24 1. General 25 a. Seed only those areas indicated on the Drawings and areas disturbed by 26 construction. 27 b. Mark each area to be seeded in the field prior to seeding for City approval. 28 2. Broadcast Seeding 29 a. Broadcast seed in 2 directions at right angles to each other. 30 b. Harrow or rake lightly to cover seed. 31 c. Never cover seed with more soil than twice its diameter. 32 d. For wildflower plantings: 33 1) Scalp existing grasses to 1 inch 34 2) Remove grass clippings,so seed can make contact with the soil. 35 3. Mechanically Seeding(Drilling): 36 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 37 b. All varieties of seed and fertilizer may be distributed at the same time provided 38 that each component is uniformly applied at the specified rate. 39 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 40 drill. 41 d. Drill on the contour of slopes 42 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 43 of the "Cultipacker"type. 44 f. Roll slope areas on the contour. 45 4. Hydromulching 46 a. Mixing: Seed,mulch,fertilizer and water may be mixed provided that: 47 1) Mixture is uniformly suspended to form a homogenous slurry. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt 1 Revised December 20,2012 City Project No.01928 3292 13-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 2) Mixture forms a blotter-like ground cover impregnated uniformly with 2 grass seed. 3 3) Mixture is applied within 30 minutes after placed in the equipment. 4 b. Placing 5 1) Uniformly distribute in the quantity specified over the areas shown on the 6 Drawings or as directed. 7 5. Fertilizing: uniformly apply fertilizer over seeded area. 8 6. Watering 9 a. Furnish water by means of temporary metering/irrigation,water truck or by 10 any other method necessary to achieve an acceptable stand of turf as defined in 11 3.13.B. 12 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 13 c. Water as direct by the City at least twice daily for 14 days after seeding in such 14 a manner as to prevent washing of the slopes or dislodgement of the seed. 15 d. Water until final acceptance. 16 e. Generally,an amount of water that is equal to the average amount of rainfall 17 plus 1/2 inch per week should be applied until accepted. 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD 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 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. Block Sodding 28 1. Water and mow sod until completion and final acceptance of the Project or as 29 directed by the City. 30 2. Sod shall not be considered finally accepted until the sod has started to peg down 31 (roots growing into the soil)and is free from dead blocks of sod. 32 B. Seeding 33 1. Water and mow sod until completion and final acceptance of the Project or as 34 directed by the City. 35 2. Maintain the seeded area until each of the following is achieved: 36 a. Vegetation is evenly distributed 37 b. Vegetation is free from bare areas 38 3. Turf will be accepted once fully established. 39 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 40 cycle performed by the Contractor prior to consideration of acceptance by the 41 City. 42 C. Rejection CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt 1 Revised December 20,2012 City Project No.01928 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8 of 8 1 1. City may reject block sod or seeded area on the basis of weed populations. 2 3.14 ATTACHMENTS [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 5 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Partt 1 Revised December 20,2012 City Project No.01928 3305 14-1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 1 of 7 1 SECTION 33 05 14 2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes,drop inlets,valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from 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 13 Contract 14 2. Division 1 —General Requirements 15 3. Section 32 01 17—Permanent Asphalt paving Repair 16 4. Section 32 0129—Concrete Paving Repair 17 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 18 6. Section 33 05 13—Frame,Cover and Grade Rings 19 7. Section 33 39 10—Cast-in-Place Concrete Manholes 20 8. Section 33 39 20—Precast Concrete Manholes 21 9. Section 33 12 20—Resilient Seated(Wedge)Gate Valve 22 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve 23 11. Section 33 04 11 —Corrosion Control Test Station 24 12. Section 33 04 12—Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Manhole—Minor Adjustment 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment using only grade 30 rings or other minor adjustment devices to raise or lower a manhole to a 31 grade as specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each"Manhole Adjustment, 35 Minor"completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 330514-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 5) Grade rings or other adjustment device 2 6) Reuse of the existing manhole frame and cover 3 7) Furnishing,placing and compaction of embedment and backfill 4 8) Concrete base material 5 9) Permanent asphalt patch or concrete paving repair,as required 6 10) Clean-up 7 2. Manhole-Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to raise or lower a manhole to a grade as specified on the 11 Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each"Manhole Adjustment, 15 Major"completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications, grade rings or other adjustment device 22 6) Reuse of the existing manhole frame and cover 23 7) Furnishing,placing and compaction of embedment and backfill 24 8) Concrete base material 25 9) Permanent asphalt patch or concrete paving repair,as required 26 10) Clean-up 27 3. Manhole-Major Adjustment with Frame and Cover 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment requiring structural 30 modifications to raise or lower a manhole to a grade specified on the 31 Drawings or structural modifications for a manhole requiring a new frame 32 and cover,often for changes to cover diameter. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 Item will be paid for at the unit price bid per each"Manhole Adjustment, 36 Major w/Cover"completed. 37 c. The price bid shall include: 38 1) Pavement removal 39 2) Excavation 40 3) Hauling 41 4) Disposal of excess material 42 5) Structural modifications,grade rings or other adjustment device 43 6) Frame and cover 44 7) Furnishing,placing and compaction of embedment and backfill 45 8) Concrete base material 46 9) Permanent asphalt patch or concrete paving repair,as required 47 10) Clean-up 48 4. Inlet 49 a. Measurement CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 330514-3 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 1) Measurement for this Item shall be per each adjustment requiring structural 2 modifications to inlet to a grade specified on the Drawings. 3 b. Payment 4 1) The work performed and the materials furnished in accordance with this 5 Item will be paid for at the unit price bid per each"Inlet Adjustment" 6 completed. 7 c. The price bid shall include: 8 1) Pavement removal 9 2) Excavation 10 3) Hauling 11 4) Disposal of excess material 12 5) Structural modifications 13 6) Furnishing,placing and compaction of embedment and backfill 14 7) Concrete base material,as required 15 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 16 required 17 9) Clean-up 18 5. Valve Box 19 a. Measurement 20 1) Measurement for this Item shall be per each adjustment to a grade specified 21 on the Drawings. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 25 completed. 26 c. The price bid shall include: 27 1) Pavement removal 28 2) Excavation 29 3) Hauling 30 4) Disposal of excess material 31 5) Adjustment device 32 6) Furnishing,placing and compaction of embedment and backfill 33 7) Concrete base material,as required 34 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 35 required 36 9) Clean-up 37 6. Cathodic Protection Test Station 38 a. Measurement 39 1) Measurement for this Item shall be per each adjustment to a grade specified 40 on the Drawings. 41 b. Payment 42 1) The work performed and the materials furnished in accordance with this 43 Item will be paid for at the unit price bid per each"Cathodic Protection 44 Test Station Adjustment"completed. 45 c. The price bid shall include: 46 1) Pavement removal 47 2) Excavation 48 3) Hauling 49 4) Disposal of excess material CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 330514-4 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 5) Adjustment device 2 6) Furnishing,placing and compaction of embedment and backfill 3 7) Concrete base material,as required 4 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 5 required 6 9) Clean-up 7 7. Fire Hydrant 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring stem 10 extensions to meet a grade specified by the Drawings. 11 b. Payment 12 1) The work performed and the materials furnished in accordance with this 13 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 14 Extension"completed. 15 c. The price bid shall include: 16 1) Pavement removal 17 2) Excavation 18 3) Hauling 19 4) Disposal of excess material 20 5) Adjustment materials 21 6) Furnishing,placing and compaction of embedment and backfill 22 7) Concrete base material,as required 23 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 24 required 25 9) Clean-up 26 8. Miscellaneous Structure 27 a. Measurement 28 1) Measurement for this Item shall be per each adjustment requiring structural 29 modifications to said structure to a grade specified on the Drawings. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item will be paid for at the unit price bid per each"Miscellaneous Structure 33 Adjustment"completed. 34 c. The price bid shall include: 35 1) Pavement removal 36 2) Excavation 37 3) Hauling 38 4) Disposal of excess material 39 5) Structural modifications 40 6) Furnishing,placing and compaction of embedment and backfill 41 7) Concrete base material 42 8) Permanent asphalt patch or concrete paving repair,as required 43 9) Clean-up 44 1.3 REFERENCES 45 A. Definitions 46 1. Minor Adjustment 47 a. Refers to a small elevation change performed on an existing manhole where the 48 existing frame and cover are reused. CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised December 20,2012 City Project No.01928 330514-5 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 2. Major Adjustment 2 a. Refers to a significant elevation change performed on an existing manhole 3 which requires structural modification or when a 24-inch ring is changed to a 4 30-inch ring. 5 B. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification,unless a date is specifically cited. 9 2. Texas Commission on Environmental Quality(TCEQ): 10 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.55—Manholes and 11 Related Structures. 12 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 13 1.5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2- PRODUCTS 22 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 23 2.2 MATERIALS 24 A. Cast-in-Place Concrete 25 1. See Section 03 30 00. 26 B. Modifications to Existing Concrete Structures 27 1. See Section 03 80 00. 28 C. Grade Rings 29 1. See Section 33 05 13. 30 D. Frame and Cover 31 1. See Section 33 05 13. 32 E. Backfill material 33 1. See Section 33 05 10. 34 F. Water valve box extension 35 1. See Section 33 12 20. CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 330514-6 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 G. Corrosion Protection Test Station 2 1. See Section 33 04 11. 3 H. Cast-in-Place Concrete Manholes 4 1. See Section 33 39 10. 5 I. Precast Concrete Manholes 6 1. See Section 33 39 20. 7 2.3 ACCESSORIES [NOT USED] 8 2.4 SOURCE QUALITY CONTROL [NOT USED] 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION 12 A. Verification of Conditions 13 1. Examine existing structure to be adjusted,for damage or defects that may affect 14 grade adjustment. 15 a. Report issue to City for consideration before beginning adjustment. 16 3.3 PREPARATION 17 A. Grade Verification 18 1. On major adjustments confirm any grade change noted on Drawings is consistent 19 with field measurements. 20 a. If not,coordinate with City to verify final grade before beginning adjustment. 21 3.4 ADJUSTMENT 22 A. Manholes,Inlets, and Miscellaneous Structures 23 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 24 30-inch frame and cover assembly per TCEQ requirement. 25 2. On manhole major adjustments,inlets and miscellaneous structures protect the 26 bottom using wood forms shaped to fit so that no debris blocks the invert or the 27 inlet or outlet piping in during adjustments. 28 a. Do not use any more than a 2-piece bottom. 29 3. Do not extend chimney portion of the manhole beyond 24 inches. 30 4. Use the least number of grade rings necessary to meet required grade. 31 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings,not 6 2-inch 32 rings. 33 B. Valve Boxes 34 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 35 the Drawings. 36 C. Backfill and Grading 37 1. Backfill area of excavation surrounding each adjustment in accordance to Section 38 3305 10. CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 D. Pavement Repair 2 1. If required pavement repair is to be performed in accordance with Section 32 01 17 3 or Section 32 0129. 4 3.5 REPAIR/RESTORATION [NOT USED] 5 3.6 RE-INSTALLATION [NOT USED] 6 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A—Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover;Added 12/20/2012 D.Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4—Pavement repair requirements were added 15 CITY OF FORT WORTH Water and Saniraty Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised December 20,2012 City Project No.01928 99 99 00 Temporary Asphalt Sidewalks,Driveways,and Barrier Free Ramps Page 1 of 5 1 SECTION 99 99 00 2 TEMPORARY ASPHALT SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Asphalt sidewalks 7 2. Temporary Asphalt Driveways 8 3. Temporary Asphalt Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Placement of temporary asphalt sidewalks, driveways and barrier free ramps for 11 utility construction prior to street, curb and gutter, sidewalk and driveway 12 reconstruction. Materials and construction means and methods shall be per Section 13 32 12 16 Asphalt Paving. 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 3. Section 02 41 13 -Selective Site Demolition 18 4. Section 32 12 16-Asphalt Paving 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Sidewalk 22 a. Measurement 23 1) Measurement for this Item shall be by the square foot of completed and 24 accepted Sidewalk in its final position for various: 25 a) Thicknesses 26 b) Types 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement"will be paid for at the unit 30 price bid per square foot of Sidewalk. 31 c. The price bid shall include: 32 1) Excavating and preparing the subgrade 33 2) Furnishing and placing all materials 34 2. Driveway 35 a. Measurement 36 1) Measurement for this Item shall be by the square foot of completed and 37 accepted Driveway in its final position for various: 38 a) Thicknesses 39 b) Types 40 2) Dimensions will be taken from the back of the projected curb, including the 41 area of the curb radii and will extend to the limits specified in the 42 Drawings. CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised September 25,2014 City Project No.01928 99 99 00 Temporary Asphalt Sidewalks,Driveways,and Barrier Free Ramps Page 2 of 5 1 3) Sidewalk portion of drive will be included in driveway measurement. 2 4) Curb on drive will be included in the driveway measurement. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement"will be paid for at the unit 6 price bid per square foot of Driveway. 7 c. The price bid shall include: 8 1) Excavating and preparing the subgrade 9 2) Furnishing and placing all materials 10 3. Barrier Free Ramps 11 a. Measurement 12 1) Measurement for this Item shall be per each Barrier Free Ramp completed 13 and accepted for various: 14 a) Types 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"will be paid for at the unit 18 price bid per each"Barrier Free Ramp"installed. 19 c. The price bid shall include: 20 1) Excavating and preparing the subgrade 21 2) Furnishing and placing all materials 22 3) Curb Ramp 23 4) Landing and detectable warning surface as shown on the Drawings 24 5) Adjacent flares or side curb 25 1.3 REFERENCES 26 A. Abbreviations and Acronyms 27 1. RAP(reclaimed asphalt pavement) 28 2. SAC(surface aggregate classification) 29 3. BRSQC(Bituminous Rated Source Quality Catalog) 30 4. AQMP(Aggregate Quality Monitoring Program) 31 5. H.M.A.C. (Hot Mix Asphalt Concrete) 32 6. WMA(Warm Mix Asphalt) 33 B. Reference Standards 34 1. Reference standards cited in this specification refer to the current reference standard 35 published at the time of the latest revision date logged at the end of this 36 specification,unless a date is specifically cited. 37 2. National Institute of Standards and Technology(NIST) 38 a. Handbook 44-2007 Edition: Specifications,Tolerances,and Other Technical 39 Requirements for Weighing and Measuring Devices 40 3. ASTM International(ASTM): 41 a. ASTM D6084-06 Standard Test Method for Elastic Recovery of Bituminous 42 Materials by Ductilometer 43 4. American Association of State Highway and Transportation Officials 44 a. MP2 Standard Specification for Superpave Volumetric Mix Design 45 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 46 (HMA) CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised September 25,2014 City Project No.01928 99 99 00 Temporary Asphalt Sidewalks,Driveways,and Barrier Free Ramps Page 3 of 5 1 c. T 201,Kinematic Viscosity of Asphalts (Bitumens) 2 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 3 Viscometer 4 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 5 Using Rotational Viscometer 6 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 7 Binder Using the Bending Beam Rheometer(BBR) 8 5. Texas Department of Transportation 9 a. Bituminous Rated Source Quality Catalog(BRSQC) 10 b. TEX 100-E, Surveying and Sampling Soils for Highways 11 c. Tex 106-E, Calculating the Plasticity Index of Soils 12 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils 13 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 14 f. Tex 203-F, Sand Equivalent Test 15 g. Tex-204-F,Design of Bituminous Mixtures 16 h. Tex-207-F,Determining Density of Compacted Bituminous Mixtures 17 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse 18 Aggregates 19 j. Tex-226-F, Indirect Tensile Strength Test 20 k. Tex-227-F,Theoretical Maximum Specific Gravity of Bituminous Mixtures 21 1. Tex-243-F, Tack Coat Adhesion 22 in. Tex-244-F,Thermal profile of Hot Mix Asphalt 23 n. Tex 280-F,Determination of Flat and Elongated Particles 24 o. Tex 406-A,Material Finer Than 75 µm(No.200)Sieve in Mineral Aggregates 25 (Decantation Test for Concrete Aggregates) 26 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 27 q. Tex 410-A,Abrasion of Coarse Aggregate using the Los Angeles Machine 28 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 29 s. Tex 460-A,Determining Crushed Face Particle Count 30 t. Tex 461-A,Degradation of Coarse Aggregate by Micro-Deval Abrasion 31 u. Sulfate 32 v. Tex-530-C,Effect of Water on Bituminous Paving Mixtures 33 w. Tex-540-C,Measurement of Polymer Separation on Heating in Modified 34 Asphalt Systems 35 x. Tex-541-C,Rolling Thin Film Oven Test for Asphalt Binders 36 y. Tex-920-K,Verifying the Accuracy of Drum Mix Plant Belt Scales 37 z. Tex-921-K,Verifying the Accuracy of Hot Mix Plant Asphalt Meters 38 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 42 A. Mix Design: submit for approval. Section 32 12 16 43 B. Product Data: submit product data and sample for pre-cast detectable warning for 44 barrier free ramp. 45 1.7 CLOSEOUT SUBMITTALS [NOT USED] 46 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised September 25,2014 City Project No.01928 99 99 00 Temporary Asphalt Sidewalks,Driveways,and Barrier Free Ramps Page 4 of 5 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 3 1.11 FIELD CONDITIONS 4 A. Weather Conditions: Placement of asphalt shall be as specified in Section 32 12 16. 5 1.12 WARRANTY [NOT USED] 6 PART 2- PRODUCTS 7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 8 2.2 EQUIPMENT AND MATERIALS 9 As specified in Section 32 12 16 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3- EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 As specified in Section 32 12 16. 17 3.4 INSTALLATION 18 A. General 19 1. Sidewalks shall have a minimum thickness of 4 inches. 20 2. Sidewalks constructed in driveway approach sections shall have a minimum 21 thickness equal to that of driveway approach or as called for by Drawings and 22 specifications within the limits of the driveway approach. 23 3. Driveways shall have a minimum thickness of 6 inches 24 4. All pedestrian facilities shall comply with provisions of TAS including location, 25 slope,width, shapes,texture and coloring. Pedestrian facilities installed by the 26 Contractor and not meeting TAS must be removed and replaced to meet TAS(no 27 separate pay). 28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 29 position during the depositing of concrete. 30 C. Placement: see Section 32 12 16. 31 D. Finishing 32 1. Temporary asphalt sidewalks, driveways and barrier free ramps shall be finished to 33 a true,even surface. 34 E. Joints 35 Not applicable 36 F. Barrier Free Ramp CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised September 25,2014 City Project No.01928 99 99 00 Temporary Asphalt Sidewalks,Driveways,and Barrier Free Ramps Page 5 of 5 1 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 2 manufactured by StrongGo Industries or approved equal by the City. 3 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 4 of pedestrian travel,and extend to a minimum of 48-inch along the curb ramp or 5 landing where the pedestrian access route enters the street. 6 3. Locate detectable warning surface so that the edge nearest the curb line is a 7 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 8 curb. 9 4. Detectable warning Dome-Tile surface may be curved along the corner radius. 10 5. Install detectable warning surface according to manufacturer's instructions. 11 3.5 REPAIR/RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised September 25,2014 City Project No.01928 999901-1 TEMPORARY ASPHALT CURB AND GUTTERS Page 1 of 3 1 SECTION 99 99 01 2 TEMPORARY ASPHALT CURB&GUTTERS 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Temporary Asphalt Curbs and Gutters 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Placement of temporary curb and gutter for utility construction prior to street, curb 10 and gutter, sidewalk and driveway reconstruction. Materials and construction 11 means and methods shall be per Section 32 12 16 Asphalt Paving. 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 02 41 13 -Selective Site Demolition 16 4. Section 32 12 16-Asphalt Paving 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Curb and Gutter 20 a. Measurement 21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 22 Gutter. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under"Measurement'will be paid for at the unit 26 price bid per linear foot of Concrete Curb and Gutter complete and in place 27 by curb height. 28 c. The price bid shall include: 29 1) Preparing the subgrade 30 2) Furnishing and placing all materials, including foundation course, 31 reinforcing steel, and expansion material i CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part I Revised September 25,2014 City Project No.01928 999901-2 TEMPORARY ASPHALT CURB AND GUTTERS Page 2 of 3 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS [NOT USED] 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 CONDITIONS 10 A. Weather Conditions: See Section 32 13 13. 11 1.12 WARRANTY [NOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT AND MATERIALS 15 A. Forms: See Section 32 13 13. 16 B. Asphalt: See Section 32 12 16. 17 2.3 ACCESSORIES [NOT USED] 18 2.4 SOURCE QUALITY CONTROL [NOT USED] 19 PART 3- EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Demolition/Removal: See Section 02 41 13. 24 3.4 INSTALLATION 25 A. Forms 26 1. Extend forms the full depth of asphalt. 27 2. Metal Forms: a gauge that shall provide equivalent rigidity and strength 28 3. Use acceptable metal forms for curves with a radius of less than 250 feet. 29 4. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 30 rejected. CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised September 25,2014 City Project No.01928 999901-3 TEMPORARY ASPHALT CURB AND GUTTERS Page 3 of 3 1 B. Placement 2 1. Deposit asphalt to maintain a horizontal surface. 3 2. Work asphalt into all spaces to form a dense mass free from voids. 4 3. Work coarse aggregate away from contact with the forms 5 4. Hand-Laid Curb and gutter 6 a. Shape and compact subgrade match existing as removed 7 b. Lightly sprinkle subgrade material immediately before asphalt placement. 8 c. Deposit asphalt into forms. 9 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 10 finished curb,unless otherwise approved. 11 C. Curing: see Section 32 12 16. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 24 { CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A,Part 1 Revised September 25,2014 City Project No.01928 ROADBOND EN 1 SOIL STABILIZER Pagel of 3 Item No. 25: ROADBOND EN 1 SOIL STABILIZER Description.Mix and compact Roadbond EN 1 add-mixture (or approved equal), cement, water, and subgrade or base(with or without asphalt concrete pavement)in the roadway. Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve strength and stiffness. When applied as an add-mixture with cement, it will enhance the effectiveness of the cement in order to reduce the amount of cement required to achieve a target strength and to significantly reduce the amount of reflective and block cracking that is commonly associated with cement treated material. Hydraulic Cement. Type 1, IP, or II cement that meets the requirements of DMS-4600, "HydraulicCement,"at an application rate of 1.5%. Water.Furnish water free of industrial waste and other objectionable material. Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal) content that will produce a stabilized mixture that meets the strength requirement shown on the plans. The Engineer will determine the compressive strength of the proposed materials in accordance with Tex-120-E, Part 1. The mix will not include more than 50% asphalt concrete. For bidding purposes, an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507, info@roadbondsoil.com. Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof containers until immediate distribution on the road. Materials must be stored in covered storage that is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used, they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing instructions are followed without exception. Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of concentrated product with the water truck. Apply Roadbond EN 1/cement only on an area where the mixing, compacting, and finishing operations can be completed during the same working day. Do not start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather conditions are unsuitable. Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add-mixture (Roadbond EN 1 or approved equal) until the desired quantity of diluted add-mixture (Roadbond EN 1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to sprinkle the treated area with water until optimum moisture content is attained. Distribute the ( required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part 1 City Project No.01928 ROADBOND EN 1 SOIL STABILIZER Page 2 of 3 cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause blowing cement to become dangerous to traffic or objectionable to adjacent property owners. Slurry Placing. Sprinkle the prepared roadway with diluted add-mixture (Roadbond EN 1 or approved equal) uniformly by making successive passes over a measured section of the roadway until the desired quantity of diluted add-mixture (Roadbond EN 1 or approved equal) is evenly distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the amount of water in order to account for the moisture placed on the roadway with the add-mixture Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after placement of the add-mixture (Roadbond EN 1 or approved equal), and when the roadway is at a moisture content drier than optimum. Dispense and spread slurry uniformly by making successive passes over a measured section of the roadway at the rate directed until the required cement content is attained. Mixing. Thoroughly mix the material, add-mixture (Roadbond EN 1 or approved equal) and cement using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated materials during the mixing operation, as directed,to maintain optimum mixing moisture. Spread and shape the completed mixture in a uniform layer. The Engineer will obtain a sample of the material at roadway moisture and remove all non-slaking aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the plans or approved by the engineer, the pulverization requirement may be waived when the material contains a substantial amount of aggregate. Compaction. Compact the mixture in one lift using ordinary compaction or density control, as shown on the plans. Complete compaction within 2 hours after the application of the add-mixture Roadbond EN 1 or approved equal/cement. Sprinkle the treated material in accordance with Item 204, "Sprinkling."Adjust the moisture content of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined by Test Method Tex-120-E, Part II. Determine the moisture content of the mixture at the beginning and during compaction in accordance with Tex-103-E.Adjust operations if required. Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least one-half the width of the roller unit. On super-elevated curves, begin rolling at the low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a speed between 2 and 6 miles per hour, as directed. Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or removing treated material as required,reshaping, and re-compacting. Density Control. Compact to meet at least 95% of optimum density as determined in accordance with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part 11. Remove and Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part I City Project No.01928 ROADBOND EN 1 SOIL STABILIZER Page 3 of 3 replace material that does not meet density requirements. Compact and test replacement material in accordance with density control methods. The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the specified density and the failing test is no more than 3 lb. per cubic foot below the specified density. Finishing. Immediately after completing compaction, clip, skin, or tight-blade the surface of the add- mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is attained. Add small increments of water as needed during rolling. Shape and maintain the course and surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In areas where surfacing is to be placed, trim grade deviations greater than 1/4 in. in cross section and 1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as directed. Do not surface patch. Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed. Do not allow equipment on the finished course except as required to complete curing, unless otherwise approved. At least 3 days of curing are required before opening the finished section to traffic,unless otherwise shown on the plans or directed Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer products, finishing,mixing, equipment, curing,hauling, disposal, and all incidentals to this item. Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part I City Project No.01928 Page 1 of 2 SPECIAL PROVISIONS 32 13 20 - Concrete Driveways: Contractor shall backfill" around the driveway within five (5) working days from pouring the driveway; if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item, just as excavating and preparing the subgrade. 32 13 20 -Sidewalks: Contractor shall backfill around the sidewalk within five(5)working days from pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item,just as excavating and preparing the subgrade. days, a $100 dellafs liquidated damage will be assessed per- bleek per- day. Baek-fillin, *iP,r-P,d ,;14h,;idiA a to this bid list item,per-eaehfamp Y-emeved and/eF installed. fy 32 16 13 - 7" Concrete Curb and 18" Gutters, D534: Contractor shall backfill behind the curb within five(5)working days from the day of completing the curb and gutter,if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Included and figured subsidiary to this bid list item will be the required saw-cut excavation, into the street to aid in the construction of the curb and gutter, of a limit of nine inches (9") out from the gutter lip and backfill behind the curb. The contractor shall saw-cut the curb and gutter and/or pavement prior to removal; with same day haul off of the removed material. 32 16 13 Genefete Valley GtAtefsi Work shall be eempleted on eaeh half wit-bin five (5) days, a$100 dellafs liquidated daffiage will be assessed pef eaeh half ef the valley gdt4er-per-da�-. Saw etAtiag, r-efneyal, hauling or- disposal, tools, labeir- and ineeid-tentals aeeessai�y to *-h--& ;1vA_F1c_ ffife, subsidiat:y, siiiee they afe eaver-ed under- Division 2, seetiei; 02 41 15, Pavement Removal. Also,asphalt tfansition is eensidefed subsidiafy to the eoner-ete valley gutten 32 17 23 -Pavement Markings: Pavement surface preparation for the pavement markings shall be considered subsidiary to the respective bid item; refer to subsection 1.2, Al c 02 41 15 -Pulverization: Please refer to page 5, subsection H, line 39 and Section 32 11 33,page 6, for process description. This procedure shall be completed within 10 working days from the day of completing "flat-work" on any street; if the contractor fails to complete the pulverization within the 10 days, a$100 dollars liquidated damage will be assessed per block per day. 02 41 15 -Wedge Milling I Surface Milling: Shall be completed within 10 working days from the day of completing "flat-work" on any street;if the contractor fails to complete the Wedge Milling /Surface Milling within the 10 days, a $100 dollars liquidated damage will be assessed per block per day. Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part 1 City Project No.01928 Page 2 of 2 02-41 13--Speed Cushions: Shall b � ted with ,n t d � th d f c oo^oxnpxocoa `v`ricxxxix xo 'v'r'viz'dizS-aa`r��zvrn—crro�xaTcrr eampleting the asphalt over-lay on any stfeet; if the eontraetor- fails to install the speed etishions, . ith.. the 10.d.„js, ,$1nn dell.,s liquidated duiugc will be assessed-pci eucrPcr�c.y.- 33 05 14 - Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall complete the adjustments within five (5) working days from the day of completing the asphalt overlay on any street and the street shall be open to traffic within 10 working days; if the contractor fails to install the speed cushions within the 10 days, a$100 dollars liquidated damage will be assessed per each appurtenance per day. 32 17 25 - Painting Curb Addresses: Painting shall be completed within 10 working days from the day of completing the asphalt overlay on any street; if the contractor fails to complete the work within the 10 days, a$100 dollars liquidated damage will be assessed per block per day. 32 92 13 - Block Sod: Contractor shall complete the replacement within 10 working days from the day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding within the 10 days,a$100 dollars liquidated damage will be assessed per block per day. 32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement pulverization process, Portland Cement shall be applied to the pulverized material. The contractor shall complete micro-cracking, priming and overlaying of the modified street within five (5) working days from modification. Failure to complete this work within the specified time, $100 liquidated damage will be assessed per day per block. ** Native soil can be used if it will sustain vegetation growth; otherwise,top soil must be used, if needed, and shall be compacted and leveled to grade. Also, all removed flatwork items shall be replaced as soon as possible. Under no circumstances, except for situations and/or conditions beyond your control, shall excavated areas remain open for more than three(3)working days. 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G.Q 2 3 r (n rn V WCL W LJ J LD d LD Q 3 % IS3123V� O O: APPENDIX GC-4.02 Subsurface and Physical Conditions GC-6.06.1)Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements GR-01 60 01 Standard Detail Drawing CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY LAN F CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.0 192 8 GLOBE Engineers, Inc. Geotechnical,Environmental,Materials Testing CONCRETE CORE COMPRESSION TEST REPORT Project: Street Coring Project 2011 WSM-A,CPN:1928,DOE 6867 t'.- a kc 143038-21 Westbrook Ave from North Sylvania Ave Page No.: 1 of 1 to Blandin St. Date of Report: 10/1/2014 Client: City of Fort Worth Dare 3f Enspecticr: 9!25!2014 5000 MLK FWY Inspector: Robert Sauceda Fort Worth,Texas 76119 Technician: Globe PROJECT DATA Placement Date: NA Date Cored: 9/25/14 Age at Test: >28 days Date Tested: NA Design Strength: NA Drilled by: GME Weather Condition: Sunny C1-Blandin St and Westbrook Ave Intersection Depth Type LL PL PI 8.0" HMAC 5.0" Soil and Gravel Treated Base 3.0" Reddish Brown CLAYEY SAND SC 29.3 19.5 9.8 C2-2721 Westbrook Ave. Depth Type LL PL PI 51/4" HMAC 7 3/4" Possible Treated Reddish Brown SANDY CLAY and Gravel Base 3.0" Reddish Brown SANDY CLAY CL 31.3 18.5 12.8 C3-2701 Westbrook Ave. EB Depth Type LL PL PI 6.0" IHMAC 8.0" ILight Brown CLAYEY SAND CL 28.5 18.7 9.8 C4-2616 Westbrook Ave. EB Depth Type LL PL PI 61/2" HMAC 2.0" Cement Treated Base 8.0" Light Brown SANDY CLAY CL 31.1 18.6 12.5 C5-40'West of Westbrook Ave and N Sylvania Intersection Depth Type LL PL PI 71/2" IHMAC 8 1/2" JDark Grayish Brown SAND SM 18.5 1 1 <5 Concrete Coring Strength-NO CONCRETE CORE SAMPLE CAPPED CORRECTED DIAMETER AREA LENGTH- LENGTH- MAXIMUM COMPRESSIVE CORRECTION COMPRESSIVE CORE ID (in) I (int) Avg(in) Avg-(in) LOAD(Ibs) STRENGTH PSI FACTOR STRENGTH PSI Concrete cores are in accordance vdth the following ASTM standards: C42 Coring Method C31 Curing Method C617 Capping Method C39 Testing Method DISTRIBUTION: Globe Engineers, Inc. 1- GEI file#143038 BY: 1- RobertSauceda FAY SAREMI,PE LIMITATIONS: The test results presented herein are based upon specific sampling and site conditions. We assume no responsibility for variation in quantity,composition, appearance,performance or other similar subject matter provided by Persons or conditions over which we have no control.Globe Engineers,Inc.letters and reports are for the exclusive use of the clients to whom they are addressed. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Office:(972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:(817)284-5151/Fax:(817)284-5154 GLOBE Engineers, Inc. Geotechnical, Environmental, Materials Testing CONCRETE CORE COMPRESSION TEST REPORT Project: Street Coring Project 2011 WSM-A, CPN: 1928, DOE 6867 143038-20 Primrose Ave From North Sylvania Ave Page No.: 1 of 1 to Blandin Street Date of Report: 10/6/2014 Client: City of Fort Worth Date of Inspection: 9/24/2014 5000 MLK FWY Inspector: Robert Sauceda Fort Worth, Texas 76119 Technician : Globe PROJECT DATA Placement Date: NA Date Cored: 9/24/14 Age at Test: > 28 days Date Tested: 10/3/14 Design Strength: NA Drilled by: GME Weather Condition: Sunny Cl-31' East of N. Sylvania Ave and Primrose Ave Intersection Depth Type LL PL PI 11.0" HMAC 5.0" SILTY CLAY Possible Fill 46.1 19.3 26.8 C2-2712 Primrose Ave Depth Type LL PL PI 4.0" HMAC 12.0" Light Brown Sand and Gravel Base C3-Primrose Ave and Blandin St Intersection Depth Type LL PL PI 5 3/4" HMAC 81/4" Concrete 2.0" Gravel Base Concrete Coring Strength CORE SAMPLE CAPPED CORRECTED DIAMETER AREA LENGTH- LENGTH- MAXIMUM COMPRESSIVE CORRECTION COMPRESSIVE CORE ID (in) (int) Avg (in) Avg-(in) LOAD(lbs) STRENGTH PSI FACTOR STRENGTH PSI C3 3.57 10.01 8.25 6.06 29,700 2,967 0.980 2,908 Concrete cores are in accordance with the following ASTM standards: C42 Coring Method C31 Curing Method C617 Capping Method C39 Testing Method DISTRIBUTION: Globe Engineers, Inc. 1- GEI file#143038 BY: 1- Robert Sauceda FAY SAREMI, PE LIMITATIONS: The test results presented herein are based upon specific sampling and site conditions. We assume no responsibility for variation in quantity,composition, appearance,performance or other similar subject matter provided by Persons or conditions over which we have no control.Globe Engineers,Inc.letters and reports are for the exclusive use of the clients to whom they are addressed. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Office:(972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:(817)284-5151/Fax:(817)284-5154 - ® Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928 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 $50,000 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is %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. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 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 Form, 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. 5. 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 BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at(817)212-2674. Rev. 2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered,use"NIA"if not applicable. Name of City project: Ajoint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. 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.2/10/15 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. S.List components of ownership of joint venture: (Do not complete if this it formation 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 M/WBE 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.2/10/15 Joint Venture Page 3 of 3 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-MBE firm Printed Name 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 r' Commission Expires (Seaq Rev.2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: M/W/DBEri NON-M/W/DBE Water and Sanitary Sewer Replacement Contract 2011, WSM-A, Part 1 BID DATE November 17, 2016 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 11 Bio I % City Project No. 01928 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety 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 MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the 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 subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to its supplier is considered 2"d 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 MBE firm, including MBE owner-operated, and receive full MBE 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 MBE as outlined in the lease agreement. Rev.2/10/15 FORTWORTH ATTACHMENT 1A — — Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. 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 M Subcontracting Supplies Dollar Amount Telephone/Fax e B B B B Work Purchased Email E E Contact Person E 0 0 0 0 El F] 0 0 0 0 Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 3 of 4 ')fferors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be sted 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 B Work Purchased Email E E Contact Person E F Rev.2/10/15 FORT WORTH 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, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition 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 change/addition 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.2/10/15 ATTACHMENT 1B FORT WORTH 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 M/W/DBE NON-101W/DBE Water and Sanitary Sewer Replacement Contract 2011, WSM-A, Part 1 BID DATE November 17, 2016 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 11 Bio % City Project No. 01928 If both answers to this form are YES, do not complete ATTACHMENT 1 C (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 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, 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.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: M/W/DBE NON-M/W/DBE 11 1 Water and Sanitary Sewer Replacement Contract 2011, WSM-A, Part 1 BID DATE November 17, 2016 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 11 0,o as City Project No. 01928 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must 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. Failure to complete this form, in its entirety with supporting 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. 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.2/10/15 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 and/or suppliers from the City's M/WBE Office. Yes Date of Listing 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, eg 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 made 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 be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did 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 M/WBE 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 MBE 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.2/10/15 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 MBEs) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/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 Date Rev.2/10/15 C-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928 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 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928 Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part 1 City Project No. 01928 DOE#6867 Water Project#5901-0600430-C01928-CO17883 Sewer Project#596007-0700430-CO1928-CO1783 Name: Address: CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block , Lot , Fort Worth as shown on the deed recorded in Volume Page Tarrant County Deed Records and plat recorded in Volume , Page Tarrant County Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of disconnecting home/business from old water/sewer line, and reconnectinlz to new water/sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of 200 GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part 1 City Project No. 01928 DOE#6867 Water Project#5901-0600430-C01928-CO17883 Sewer Project#596007-0700430-C01928-CO1783 Name: Address: CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block , Lot , Fort Worth as shown on the deed recorded in Volume , Page Tarrant County Deed Records and plat recorded in Volume , Page .,, Tarrant County Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of disconnecting home/business from old water/sewer line, and reconnecting to new water/sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein,until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of 200 GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part 1 City Project No. 01928 DOE#6867 Water Project#5901-0600430-CO1928-CO17883 Sewer Project#596007-0700430-CO1928-CO1783 Name: Address: CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block , Lot , Fort Worth as shown on the deed recorded in Volume Page Tarrant County Deed Records and plat recorded in Volume , Page .,, Tarrant County Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of disconnecting home/business from old water/sewer line, and reconnecting to new water/sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of 200 GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6,%2007 Water and Sanitary Sewer Replacement Contract 2011,WSM-A,Part 1 City Project No. 01928 DOE#6867 Water Project#5901-0600430-C01928-C017883 Sewer Project#596007-0700430-CO1928-CO1783 Name: Address: CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block , Lot , Fort Worth as shown on the deed recorded in Volume , Page Tarrant County Deed Records and plat recorded in Volume , Page Tarrant County Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of disconnecting home/business from old water/sewer line, and reconnectin1l to new water/sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of 200_ GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED 3-24-2015 STANDARD PRODUCTS LIST Approval Spec No. Classsification Manufacturer Model No. National Spec Size WASTEWATER Manhole Inserts EI-14 Menholc Ls,crt - K—EMs Mad—Ord.-Plaztic - AST\ID 1248 El-I4 Manhole linin SaNhWcstcm Packs" Md—Cd-Plastic _AST\ID 1245 _ For24'd"u. EI-14__Mamyok I.-0000__ Noaow-InRow Mackin Ord.-Plastic _ AMID[14S For2Vdu. 0923,96 EI-14 1lanhoklmrn Smlhxcs.m Packmg&Sols,Irc. I.H.Saver-S.inlas Srccl __ _ For24^du. 092316 E7-14 M..d k fm.t Swth—..Packet&Sots,Irc. Tc1kdok-S.i d—St.l For M'di. — _ __ --.— __ ...___...........-0000—__ - _ .._............... Manholes&Bases/Frames&Comets/Rectangular Manhole Faints e d Cavcrs4V—.Iron Worts,Bass&Hays F.mdry 1001 _24'x40^WD 0..000.. — - — - — - - Madmk Frantm and Cove Vulcan FonMry 6780 24N40'WD rs Manholes&Bases/Frames&COVerS/Standard(Round) EI-14Manhole F.mcseM Cmc Wes—Iron Woks,B.,&Hays Fmmdry 30024 24^Dia. EI-14 klasdwk Eines and Cos crs M Kwky Iron Works Isle A 24 AM 24^Dia. EI-14 Manhole F.mcsaM - N.mh Cast.;, 24'Dia. EI-14 Manhole Frain-s aid Coscrs Vul—F,—&y 1342 ASMA48 24'Dia. EI-14 M.M k Fames and Covcrs Surra Co .tion \fH-144.1 EI-14 hbohok Fam-saM Co— Si a tion MH-143N . _ 0.000.--._....._..-_. �_C_iWr-- —_ EI-14 Moatolc Framcse dCavcrs Pons-A-M.mson GTS-STD 24'die. EI-I4 \faNwk FramcseM Cmen Nxmh Caztl- 24'rfia. 10/31/06 EI-14 Manhok Fames aM C.,ers(HfoeW) Powcrsol Hinncd D.19c Lon M..b k ASTM A536 24^Dia. 72503 EI-14 Manhole F.—..d Covcrs Saint-Gobain Pi lircs(Po d—) RE32-R8FS a"Di. _ 01/31/06 EI-14 30"DI11H Ring aM Cover E—RJ,,Iran W.A. V1432-2 aM V1493 Desi,. MSHTO M306A4 30,nu. 1102110 El i4 30'DI 3m Ring aM Cav1111651 FIVN&MH16502 30'Di, 07/19/11 EI-14 30•DI MH Ring—d Coscr S,a�NP,Pmd.n MH72FT1'SS-DC 70'Du 08/1011 EI-14 30"DI MH Ri-aM C. _ -. Acc—, 30'Die 30'ERGO KL Assembly --.— 10/14/1 EI-14 30'DI MH R10 aM C.—Minced&Loeka le) Ease Jordon Lon Warks xvh Cam L.1rMPIC,T-G.Ak, ASSHTO MI05&ASM A536 30'Do Manholes&Bases/Frames&CoversfWater Tieht&Pressure Tight EI-14 Manlok F.ma aM Cavcrs Poet-A-\{o.son P®tight "--— -"---"-- 24'Dia_ EI-14 Manhole FremCs aM Covcrs N.,ah Caz'a 24'0¢. EI-14 Manhok F.—..d Covcrs Vuk.Famdry 2342 ASTM A48 24'Dia. • E1-14 Manhole Fames eM Carers West..Lon Works,Bass&Ila F.mdry 300-24P 24^Di.- EI-14 Mant.k F.—..d Covcrs ',kKiky Iron Works Ina WPA24A.3t 24"M. 030800 EI-14 hfud.I Fames aM C.,crs A.utast RC-2100 ASTM A 48 24'Dia. .__._._.._........___—._.—___----_-_ —.— 042001 EI-14 Madwk Fames aM Cmsrs Sc 1Mmma M,—Ltd 300.24a aM 23.75 R1Co— ASM A 48 24'Drs. Manholes&Bases/New/Components 0723,97 'IU.,u..H hilk Wa.rst Aahi Ko K.K. A&ka Ultra-Scat P-201 ASTMD2240N41bD792 042600 _ Dow,161,1 4'Dum MH H..—Caocrc.Products D.uins No.35-MS-001 0{26'00 Pmfde Gnkuf.,4'Diam MH. Pr ".[Gasket Co 2504G G.k. ASTM C-443/C-361 SS MH 12679 HDPEM.&.1.Adj—Rmp Ldt.h,1. HDPE Adi- -nt Ring Nao-m�t Asea 5/13105 Mudsole Eatemil C--CPS _ WraP_dSedMW.le FxaLsW.fi-System _ _Manholes&Bases/New/Precast Concrete EI-14 M.nhok,P-1 C.—, H _C,;A,, SPL Item 549 AST11 C478 48' Et-14 Manhok,Precut Concrete W"Costcrc. -Co.Inc. ASTM C-443 48' E1-14 M.d k,Precast Corte Hamon_(formedy Gifford-Hill) ASTMC473 48' 612600 M-14 MH,S'a O(fsc,Snl Joint Haman Typ,FDxa 35-0048-1101 ASTM C479 48'DiamMH 092396 E1-14 Mndmk,P.-as[C-1. f Corcre.P,odrct Inc. 49'LD.Nfuhok w/32^C.tc ASTM C478 48"W32* 08/3006 E1-14 klatdmk,P.eazt CorcreteThe Tumor Co 48^I-D.\I.uthnle sc 24"C' -, ASTM 0478 48' � n IM7,06 EI-14 Mmd.k,PrecastC-- Oldcaulc Precast 1- 49'1 D.\faM61c-24"C— ASTM C 479 48'M-24'Ring —_- 0689/10 EI-I4 US C6ngw,i.Pipe Relfireed Polymer Com ASTM(-74 48'ro 72' Manholes&Bases/New/Fiberelass 1 12699___ ___Fb,:mla,s M..1.1. Fluid CwNinnxnt,I— Fbxritc ASTk13753 Noss-traffic vca "_.... _ _ ._. 08/3006 Fib-rgls Nl.Me L.F.Manuf...i g Non-traffic area Manholes&Bases/Rehab Svstems/Cementitious EI-14 iHaNmk Rd.bS tans Qdee WIWI EI-14 MadsokR)ab Sy— Stassdard Cement M-10h,Irc. RU—MSP E7-14 M.Wc Rehab Syst-ms AP/NIP—f- 42001 EI-14 klaolwk Rehab 8,.m Strong Copany Strom Scal MS2A Rehab 5 stem 5112,03 E1-14 MWmk RN,ab Systcm(IJrcr) Poly-aipks T.hmloves MH. Lproduct to stopi Sfd"-'W. ASM D5813 08/3006 C-1 C6...R au F1,K—Teshmkgi. V1yl Polyester Repan Pmd.t Misc.Use Manholes&Bases/Rehab Svstcra/ onCementitious 052096 Et-14 M.oa k Rc1ub Syv m _ Sm)roq, Spay Wall P b,=t m Corti,_- ASTM D639ID790 —_.......... ........._ --___— -_—_......... _.._"._. —. ' EI-14 Ms'ink Rehab SystCrm Sm Coast 12/1401 Cath e fr Covosion ro.m- ERTECH Series 20230 aM 2100 011311% Co for Cor.sion Pmt.tln Chesterton A.791.S I HB.S I.S2 Acid Resistance T., S—App.aIw. 8282006 C-up f.C6mvian Pmtectian Warren Enri.N.nial S-301 and M-101 S—A licaliom 08/30YI6 Coa' fr Cortnsan Pmttcti6n CitMel SLS-30S.lid,Ery,y Sew.A li-i— PioeINew/Centrifugally Cast Fiberglass Reinforced Pioe/Polvmer Modified Concrete 72197 CCN.Cast Fbcrvlass Hb.,Pip USA,Irc. Hoban Pipe(Noo-Pressure) ASTM D3262/D37S4 10/3003 Glass-FT.rR=W Porymer Pi Amitech USA Flexure ASTM D3262ID37S4 0302/10 F"- s P' A— B..&—d RPMP P' ASTM D3261D3754 4/1405 Pol rhfMified Corcrtte Pi _ Ami.ech USA Meyer Poly—P' ASTM C33,A276,F477 9".102'-Class V 0609!10 EI-9 Rcinfo.cd Pol)mr C..— ' US Co si. ' Rcinf.ccd P01—CosrC--PWzASTM C-76 Pioes/New/Concrete a EI-04 Carc.Pi ,Rciofortcd W.RCoo¢c.P' co-Im. ASTM C76 E1434 Corc.Pi Rebtfi.cd Hysho Covdu¢Cwyo.tion ._ C[az H(T&G,SPL Itc.M ASTM C 76 EI-04 Corc.Pi ,Rc"vdo.cd Hamon Con.rn Produc¢ SPL Item 155-Manhole,k98-Pipc ASM C76 E1404 Corc.P' ,Rclfor.d Co...PiN&Prod.-¢Co.1.. ASTM C 76 • Pims/New/Ductde Iron EI-06 jDumle Lon Pipe Griffin Pipe P.duc¢,Co. SW,Bell-'Rin D.Nc I.n Prn,.e Pipe,Class Aw1VA CISO,C151 3'd..24' • EI-06 D-k Lon P4. A—w—D-Rctron Pip Co. Amman F-ite Pipe A3v3VAC150,CI51 - -4',8'&101 ` EI-06 Dts.dc Lon Pipe U.S.Pip...dF-.&y Co. AWWAC150,C151 E14% Ductac Lon Pic McWarc Cut Lon Pipe Co. AW WA CI50,C151 P......•N24/2015 P. CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED 3-24-2015 STANDARD PRODUCTS LIST Approval Spec No. Classsiffcation 'Manufacturer Model No. National Spec Size PI CSINeW/PVC(Pressure) 1702111 EI-2! DR-14 PVCP -P- ---V-- -- -- -___-- _-__-- �pc Pspchf�knucam PVC Ptesssoc Pipe A\RAC900 4'thm 12' . -.__. 1021/14 33-1112 SDR-l4 PVC Ptasac ___-- ___--- ---- - Pipe - Ropl Huddmg Psdsx r, Royal Scat PVC Pscsssne Pipc AWWAC900 4'thm L' -- Pi s/New/HDPE(Pipe Burstin Sli lining • Hi;.4-dcm¢y polycthykn<pipe -..... _... _.� Phdlps Dr pipe,Ing - .. -mse D.,a.Pnl tth koe P' ASTM D 1248 _..__ 8• ' Aigh-&mrty Wlyct lykncpipc - _ Pk_1w ASTMD 1248 8' ' nighdemhy polydhykmp- Pouy Pipe.I«. ASTM DINB 8' Hilhd— uhyk«- CSRHdm Ca Mn ' r—S tans McC-11 - Enh t«rc ASTMIn1248 1 Pipes/New/PVC* 11/OM98 EI-31 PVC Co ,d Scwxr Pipc Corc«h Comts«tion Pm&...Is- Cometh A-2000 Scw-a PiIx ASTM F 949 8-thus 36• - EI-31 PVC C—upred Sava Pipc Upomr ETI C.npany Ulm m.r ASTM F 949 24'ro 36'O.tL 05,S4,09EI-31 '',PVC C.nvMatd Scw cr Pipc Diasmd Plastics Co cation CORA 21 ASTM F 949 23'ro JG'oil EI-25 PVC Sorsa Pipe C..T_I.&— ASTM D 3034 ;'Ihm!2' EI-25 PVC Scorer Pipc Ccmiss-T«d Pmdmft C ASTM D 3034 ;"I=IS' £I-25 PVC&Pipc ASTM D 3034,D 1784 4'&S' EI-25 PVC Sewer Pipe J-M Sianu5cntrug Cosspany,I«. ASTM D 3034 4'-15' 1N..3,97' E1-27 PVC Scwcr Pipe Diamod Plastic Co.potation SDR-26 avd SDR-35 ASTM F 739,AST\D 3034 4'dor IS' El-'! VC Sar<Pi Lan -v lnn ASTM F739 r thm W 04M V07 E1-27 VC new!ipc Pwlik J.S_ SDR-26 end SDr-35 ASTM D 3034 4.11-15• 33-31_20 'PVC Sc—,PiPc Royal Houd-ag Pmdxm RoplSeal Solid Wau Pipe SDR26&35 ASTM 3034 4'thm 15' EI-25 ,PVC Sascr - F—i..Tcch-I gi .I« ASTM D 3034 3-,10- 11111,93 EI-28 'PVC Savxr Dia d Plasia Corporation_ 5'Gavity SPipe ASTMF679 18',.27' s EI-28 !PVC Sewer Pi Pipe I-M MantSc Co sry,Inc.- ASTMF679----- 18-2T 09/I1112 E1-28 PVC Sewer Pipe _ PiKufe Jet Stream SDR-26.d SD,35 ASTM F-679 is, 11/1299 E1-29 jPVC Tsuu Pipe Corctth C-6-Prd«ts,Irc Coaceh PVC T—Ppsc ASTM D2680 8'thtaugh l5' 0926791 EI00-2 Clmd Pmfik PVCPWe Lmmon Vyb.Pi (Now Mm Coadut) Ci-Vyi.n H.C.CI-Pmfik .ASTM F 794 18',.48' 11/1799 FIW2 ,Clmd Profik PVC Pipc Diam d Pia Mia Cmpamton _ ASTf 1803/F794 18"1.48' 0510605 EI-28 'PVC Sold Wau Pipe Diansmd 11.mc C.m—uon PS 46 ASTM F679 18"to 48" 0127,06 EI-25 'PVC Sewer Fitdvgs Hare. SDR-26 and SDR-35 rsssket Fittinss ASTM D-3031,D-1784,etc 4"-15• • E1-25 \PVC ScwcrFirtiop Pbstk Tcds,at Gaskcmd PVC ScwcrNumrining ASTM D 3034 Pines/New/Ribbed Oven Profile Large Diameter 092691 _EI00-2 IPVCSeaxr Pipe,Rbbd Ua Vylan - Carbn Vylon ILC CImed Pmfik Pipe, AST\F679 18',.48• 09269 E1 1 00.2 PVC Sewer Pi ,RsLbd Fatnt T hmlo-es,I.e. Ulm-Rb Pmfik S-Pi ASTS11679 18'ro48' EI00-2 PVC ScwsrPi ,Rbbcd U mr ETI Co 1010110 (E100-2) 'mo i—pyk.(PP)Scwcr Pip:,D.ohk\Nall � Adv ma Diainaa: - ma SanTitc UR D.obk\Vali(Coissrmtd) ASTM F 2736 M'-30' _ I mon0 (EI00-2) Pd yk«(PP)Scwa Pi ,Tei k Wall I Ad,—d Draisusc S,—(ADS) S.M.HP T,,pk AW Ni ASTM F 270 30'.w WIWI l Smcl Rcinfacd Polvcthyknc Pip. C-T«h C.mowcn.n Pscdsxn D.—I, ASTM F 2562 24"to 72" Pipes/Rehab/CMPP 'Csxd in Plxe P' ImimPom Texark,Irc ASTMF 1216 05/03199 Cmd inPlxc Pi Natbml Fnvimrcch Gm Nad.ml Li-,(SPL)Item 927 ASTM F-121&D-5813 0529,96 111 m Place Pi Rcmlds I-1di.cr Taehool_ak—USA) hH—T«b-Iff ASTM IF 1216 Pipes/Rehab/Fold&Form :Fuld and Form PiCoes®P" 5 s m,Irc. c 11103,95 F.Idad Fo_Pipc ____ Imitufotm Tttfis.bQia,Ine.____ _----_Imisufo[m'NuP •__ ASTM F-1501 Fob and Fo.m Pi Amcrkan P-c&Plastic,Inc. i Dare. ose Only 100 1210! Fold e.sd Form Pi ME UlmlhscrPVC Alky Piplincr ASTM F-M,1871,1367 06'09103 F.Id and Form Miuer Pi line C EX Method ASTM F-1501,F-1947 Up m IS'diamtter Pipe Enlarament System(Method) PL\I S)sic PLN C.spora[i.n Poly,65ykce PLN Corp.,Pha[a Wa,NJ. Am—cd Previomly Mccotmcll Systems McLat Ca.tnetbn Poi th H.unoa Tcaas A sovd Presiomt ITRS System Tsmschlcss Rc I.x Syscm Polyeth knc C.igary,Cawdor I A tovd Pmviaml Pipe Casing Spacers II/M2 S-I Band Cmi.,,,�Spaeas Advanced Produem ad S,,—,Ise. Cb-S,«I Space.,Model SI 0210293 smmkss St«I Casing SPattr Adwriad Pcud c&..d S)s ,Inc. shwas St«I Spxcr,Modd SSI _... _ -04122187_-. _ coring spa«m `;`.-..ce—ado worc—ttis wr.,r tm;n$ cabs SP.-_ 09/14110 S.i k.S-1 Casieg Sp[ccr P Kt_Scat aw Imsdasor Smi.ku Ssccl Casing spat, Up to 43'c11121 09/14/10 'I,Cmld Srsl Casio Spaam Pipclin sal a.d lm.lata' Cwld S4cl Calm Spvcm Up re48' 1—r 05/10111 Smi.11 Sl«I Crime Spacer Powarcal 4-10 Pm—,—k Up to 38'<Dc2; Coatings 012SN2 IE a Lining Sntcm s.«rcira\f« Sa Ga,d 21ORS LA Cmwy k210-133 12114101 Epo9-LdgSr— I Ett«hT«1,i-I—d— Ench 2030 ad 2100 Series W/1-0,05 _ lmdDuctile or Iron Pipe Coating lldm.n Prot«to 401 AST!B-117Ductile Iron Pipe Only WATER Pioes/Valvcs&Fittings/Combination Air Release � ° EI-11 Combination Ak Release V.Ie I GA IMmtr ,Inc. FWi.Ai and Vacuum V.Wq Mdd 935 ASTM A 126 Clms B,ASTM A I 1•&r ° EI-11 C.mbisud.n Air Rd—Velvc M.tripka Manu(Smsssin=Co- Cdspiv AiraM Vecusm[Vdra,Madel No.AS, 12',I'&2' E1-11 Cosdauanon Ai,Release V.hc Vahx ad Psissxr COR- APCO 9143C,4I45C ad 1I47C ioes/Valves&Fittings/Ductile Iron Fittings _ 0723,92 E147 Ilpcnlc corn Fittings ', SmrPip.PmdncR lx. M«Wvical7ob[Fitliog AW\YA CI51&CIIO EI-07 D—ilc Ism Futhm Griffen Pipc Psducm,Co. Mcchanial3omtrltd.P AWWAC 110 EI-07 'Ductdc Ion fining McWmTykr Pip:/U.ion UnEua Divmi Nfmhammt Joint Fiume,SSB Class 350 AWWAC 153,C IIO,C 111 _ 08!10193 EI4]7 MJ mum si(7sv,Co. Ch.350 C-153 MS F-mm. AWWAC153 4•-24' 0726714 El-07 AQ Ftsi.g A«.cast Class 350 C-153 MJ Fining AW WA C153 4'-12' 05/1498 EI-07 [hx-,dc honlow Rami.. --c.-obFla.ge Usti-Flange Stria 1400 A\VwAC111/CI53 4'.36' 05/1493 EI-24 PVCJobt Resttaivh Fad Meta Boa Co4Uni-Flasl« Usti-Fkng W.1500 Cmk-t-ock AW WA CIIIiC153 4"t.24'02 11109,01 EI-07 DxtOc I=Joim Romints Ooc B.h,7a: O«B.I[R6 imdJow Fhdog AWWACIII,C116CI53 4"m 12" 01,29/12 33-11-11 D.W.Im Pipc Ma.wnical loin Ramus[ 1711on,I1,.c. Mcgahso_Sda 1100(fa DI Ppc) AW\1'a,_ 0229/12 33-11-11 ',PVCP'•Mtthanical)obs Aamirc I EBAA Ina Irc Mcgalus Sorin 20007!PVC Pipe) AWWA C 111,C 116,11i3 4"io 24" o"Sw EI-07 hf«hastial Joh[,Ragusa Glaris Sigma,Co. Sigma One-Lok Mtthastial J.w R- AwWACll1lCI53 4'to 24• _ 1101doe Syncm(Diannd Lok 21&J\1 E.;k IN12110 EI-24 lrcabr Rc and Jan[S".. S A B T«h«ul hWd L.900) ASTM F-1624 !•t.12' _ 08/l6ils6 EI-07 M«lanial"ill fini I SIP ltdusoies y1«hvtieal J.m,Fitting A\V\VACI53 4"to24- Pr es/Valves C -p &Fittings/Resilien[Seated Gate Valves R.W0 Wd^d Gam Vahc W-G— American Flow C.nml Saks 2500 Dowing k 94-20247 16' 12/13/02 _ Rmilirn[W °c Gate YLLvc Am,k.Flow Corm.! Sma 2530 and Soria 2536 AW WA C515 30'ad 36' 0831,99 "iRewM-Wedge Ga[e Wth A�dcan Flow Casttd Saia 2520&2524(SD 94-20255) AW WA C515 20'aM 24' 05/1&99 Raili-Wedge Gam V.Ise =_Ton Flow Conml Soria 2516(So 94-20247) AIVWAE 5 16' _ 10124,00 E1-26 Raki Wdge Gate V.I- Am-riga.Flow Can.ol saia2500(D=uklmn) AWWAC515 4'to 12' -_-..'______._— — _............. _—... 0&05/07 Raifirnt\Vdgc Gate Vahx Anxrican Flow Cosus.l 42'ad 4S'AFC 2500 AWR'A CSIS ;2•aM 48" 05!23,91 E1-26 ReUm%Vcdge Gate Valve Amcskan AVKC Aw- tions Sndd GV AWWAC509 4'[012' P..p,..°1/24/2015 P...2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED 3-24-2015 STANDARD PRODUCTS LIST Approval Spec No. Classsifrcation \lanufaclm-er Model No. National Spec Size 01/24,02 EI-26 Rcsili.-nt lWdw Ga.Vahc A—n, AVKCOn'P]n)' I EI-16 Rcsilim S20'and svLL:r _.-.. ..__... ...-.._._.._.... r Seated GatcVh Kcmt.d 4-12' EI-26 Rcsthc.Scatd Gatc V.Ivc _ \I&II 4'-12' ' EI-6 Rc,iOrntSatd Gam Valve 4-l2' -.._ 11/0&99 AcsiOrnt\Vdx Gatc V,[,, Muclkr Ca. Serio A236I(SD 6W7) A14R'A C515 IG' 0123/03 jRcsilirnt%Vcdn Gam Vahc Nf.1kr Co. Soria A7360 fm 18'-24'SD 6709) A\VWAC515 24'std—Vs 05/13105 JR,,ifimt Wrdyzc Gate.Vahe -_- -._. Muelkr Co. \locum 30'&36'.C-515 AWWAC515 30'avd36' 01/31/06 1 Resilient Wed Gate V.I. Mueller Co- MucLLm 42'&-Ifl',CSIS AWWA C515 42-and 48- 01/2&88 EI-26 •Raihat Wcdec Gm Vahc Clow V.hc Co. AWWA C509 4'-12' 14V494 Radial Wcdp Gm Vahc Claw V.Ivc Co. 16"RS GV(SD D-20995) AW WA CSI5 16' I IM&% EI-26 Ruh-%dp Gate Vahc Clow V.1w Co. Clow RW Vmh'c(SD D-21652) AW WA C515 24"..d—1120 11290/4 Rcsitirn[Wedge Gate Vahe pow Valve Co. CI-30"&36C-515 AW WA C515 30'aM 36'(Norc 3) 11/)0/12 P.siOesn WWI,Gas Vahc pox V.N.r.. CI—vw,s Model 2618 AW WA C513 I 24'w 48'(Nm 3) 05/0891 EI-26 R--ti.,Swtd Gate Valve Stackham Vahea&Fitting •vmvtcw9..mdm-,n,o,nsns 4-127 EI-26 M flim Seated Gate Vahc U.S. - ad Fmmdsyco. Mcnmeal 250, W—SPL#74 3".16' Pipes/Valves&Fittings/Rubber Seated Butterfly Valve EI-30 1RubbmSwW B—fly Valse H P..Co. AWWA C-504 24' EI-30 Rubber Seatd B—Ay Velsc MuelkrC.. A\VWA C-504 24'.d 1-820 1/1199 EI-30 Rubber Scrod Bmteslly Valve Aa kVah-a Co. AWWA C-504 24'aM I- 06112103 EI-30 V.hrntic Amcrinn Bunc Vmhe Vlmatk Vahcand C.,p. Vabwnc Anerican Elumagy Vahc. AWWAC-504 U m84'diammr 0VOW E1-30 Rubbcr Scatcd Bsmct0y Vv1vc \f&Lf Valsc \I&H Sqk 4500&1450 AN'R'A C-504 24'ro 48' Sampling Station 3/1296 Watm Sampling Smti.n W.-PI. B20Watcr Sa Iiva S.n- Dry Barrel Fire Hydrants 10411187 E-I-12 Dry B—IF Hrdmnt __ Amrican-Dadina Valrc Dras4vsg Nos.9418608,9448560 AWWAC-502 03/3[188 E-1-12 Hanel F.H vt American Dalin^Vahc Sh Drawm No.9"11791 AWWAC-502 09/3087 E-1-12 Dry B-1 F-Hydrant CI—C ratio. Shop Dmw$e N.D-19895 AWWA C-502 01/[2193 E-1-12 Dry Elam]F=Hydrant ___Am_cricm AVKCampvny Modd 2700 AWWA C-502_ 0824188 E-1-12 BamlF rmt H CI w Cmpmfioa D—in D20435,D20436,820506 AWWAC-502 E-1-12 BamlFirt Hydtun ITTKcwdy Vahc _ S Drenins No.D-807g AW WA C-502 092487 E-1-12 Butcl Fire H m M&H Valve Co ny- S Dewire N.13476 AWWA C-502 Shop Drawdng No.6461 1011487 E-1-12 Ehy B-1Hyde. Nfwum Company A423 Cerstvion AW\VA C-502 Shop D—a FH-12 01/15/88 EI-12 Dry BarmlF Hydrant \forum Company A-423 SttpmCcnnmion 200 AWWA C-502 10419/87 E-t-12IDq BvrclF Hydrevt US.Pipe&Fouts ShpD..ire No.960250 AWWAC-502 - -- 09/16'87 E-1-12 BamlFircH Mm Wamrous Co an Dnwiv No.SK740603 AWWA C-502 Water Appurtenances 081084)2 EI-18A 1 P6stk\feta Hoxa Eut lads.Iron Warks,Inc. Miner Box Pluck wfpfid Class A,B. 0&2&D2 Dossbk Soap Saddle Smhh Bhb #317Nykn Cwid DmtbI,S Saddle 0723/12 _33-12-10 Double Strap Breyer Saddle ___ _ N1.11,Cottyo.y ___ DR2S Doubk(SS)Strap DI Sadk_d _ AWWA C8001--2 SVC,up l0 24"Pipc 102787 Cb Sto -Ball\fete,Valva M.Dmud 6100kL6100MT&610\II 3/4"..d l' 102787 .Curb Sto�aR Mctcr Valva WDmsakl 4603H,4604B,6I003I,6100TM and fil41IM 11_'.od T_ 0126410 iCaatcd Te ins Saddle withpauble SS Sees 10fldmtries,Ice. 8406 Double Bats SS Saddle I'-2an 'Ta st 2012' _. 01/30411 Co-d T Saddl soh S ngk SS S.p 3CM Tndmuics 1— 11405 C dT me Saddle I'Ta on to 12' C 0/321/12 31-12-25 Tappm Si (C dS 10 SCM ldnfrrits,Inc. __ 412T p S1 .c ESS AWWA C-223 Up,.30"w/12"Out 05/10'11 Ta t-Sk (5 I:s S I) — Pox 1 3490AS IFI 1&3490\11 -- 4"-8"ad 16' OU29/t2 33-12-25 Tv tin Skcvc lCoatd St.cll Bove FTS 140 AWWA C-223 Ups,42'x24'Om 02129/12 33-12-25 T pmg Skcsc(SRhdas S—a Rave SST S.i..Sml AWWA C-_'23 Up to 24'w 212'Om 0229/12 33-12-25 Tppi,Skcvc(Sminlas S.cl) Rove SST In Suik.Stcol AWWA C-223 U .30'x212'0. 05/10/11 Jain.Repair CIW Poxas m 3232 11c11 M.,R k CL, 4'.030" os 28.06 Plastic Mmm Box w CI Lid ACCUCAST Class'A"P6.k Box w/CL Lid pus"A" 0&7406 Plank Mv.Box w/Plastic Lid DFW Platkv Inc. CL-'A"Pluck Box w/Plastic Lid Cl.ss'A" 0324/15 33-I2-I9 P4nk Meter Box Lid ACCUCAST Clau"A"Plastk Box lid CI—'A'('/.'&I') Polyethylene Encasement 05/1205 EI-I3 Pol'cth 4<nc E--.1 Fleaul P.k,,,in FWmn Ease ris AWWAE6 BWH D 05112415 EI-IJ 1 Po1ycth)1cnc Encasmcnt \lvumain Strata Pluda(kISP).nd AEP Id. Standard Hadwvre AWWA C105 grail LLD 05/12/415 EI-13 Polyethylene Encument AEP Ldusaia Bullstnm Coxtawa Bolt&Guket AWWACI05 Sd1IJD Meters 0210593 EI01-5 Dcmeror Check\kmr Ams Compw I Mdd 1000 Dmedor Cbmk Valve AWWA C350 4'-10' 08AD5104 IM,.—i,Dciw Vmk.l Twbi.c H-.y M.W.C.Drive Vcrtial AWWAC701,Class l 214'-6' NOTES iFmm Orifi l Stadad Pmduce List <I> Cama PipcID. n> IAbore 48'A nacd oncascb 13> t34- had larger mptba By-Pass U> Pruduct Appmscd.36'Hawam,C905 PVC Pi ss.dy appmvd up ro 24' ort mr rams t ut to mimnula - 1.w. met ott ort ate, cparmsm[s pee wWnS _ tyca.sma:hanP.)- Specifiwi,mf specific pmdtKts,mei.chdd.s part ofthe Cosu[mtion Contract l>oconwnr� nrgtiue tev[softhe Technical SpttiSa[unwill mxrtide we Fotl North Water lkpartvnt's StatMard Specificatansad the Fort Wonh Watm DePartmm's Smvdad Pmduets List ad appmsal ofthc spttific produce wiu he bud on tha requimrtsnts of tht_Tcchrdwl Spttifiwrion wh:th.,or rorthe specific pmdse[mesh the Fort North tVatec Depattmvt's Stadad Spttificationt or u on the Fott Worth Water Departrrtw's Smdud Prduc.Lis,. P.......3/24/2015 P.o.3 GR-01 60 01 Standard Detail Drawing THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928 Standard Details are posted via Buzzsaw at: hgps://projecipoint.buzzsaw.com/ bz rest/Web/Home/Index?folder=37331#/ bz_rest/Web/Item/Items?fo ldel=97563&count=5 0&start=0&ownership=Home CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2011,WSM-A Revised July 1,2011 City Project No.01928