Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 44169 (2)
Cif *CREW( Y 0.04 CONIVOORSIONDING CO. CONSTRWC1I*s COPY CUEtVT DEPARTMENT CITY SECRETARY CONTRACT NO. LA \ LL71 PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, PAVING AND DRAINAGE IMPROVEMENTS FOR KELLER HICKS ROAD, PHASE II (ALTA VISTA TO PARK VISTA) City Project No. 00791. Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.F. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Water Department 2012 or, TEAGUE NALL AND PERKINS OFFICIAL RECORD . CITY SECRETARY FT. TX Civil Engineering ' Surveying Landscape Architecture Planning TBPE Registration No. F-230 1100 Macon Street Fort Worths Texas 76102 FTW 06319 02-11-13 P02:35 IN SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalification's 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 0045 39 Minority and Women Business Enterprise Goal 19 00 45 40 Minority Business Enterprise Goal 20 00-15 11 21 00 52 43 Agreement 22 00 61 13 Performance Bond 23 00 61 14 Payment Bond 24 00 61 19 Maintenance Bond 25 00 61 25 Certificate of Insurance 26 00 72 00 General Conditions 27 00 73 00 Supplementary Conditions 28 29 Division 01 - General Requirements 30 01 11 00 Summary of Work 31 01 25 00 Substitution Procedures 32 01 31 19 Preconstruction Meeting 33 01 31 20 Project Meetings 34 01 32 16 Construction Progress Schedule 35 01 32 33 Preconstruction Video 36 01 33 00 Submittals 37 01 35 13 Special Project Procedures 38 01 45 23 Testing and Inspection Services 39 01 50 00 Temporary Facilities and Controls 40 01 55 26 Street Use Permit and Modifications to Traffic Control 41 01 57 13 Storm Water Pollution Prevention Plan 42 01 58 13 Temporary Project Signage 43 01 60 00 Product Requirements 44 01 66 00 Product Storage and Handling Requirements 45 01 71 23 Construction Staking 46 01 70 00 Mobilization and Remobilization 47 01 74 23 Cleaning 48 01 77 19 Closeout Requirements 49 01 78 23 Operation and Maintenance Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 000000- TABLE OF CONTENTS Page 1 act KELLER HICKS ROAD, PHASE II City Project No. 00791 000000-2 TABLE OF CONTENTS Page 2 of 4 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: Iitns://uroiectnoint. buzzsaw.com/client/fortworthuov/Resources/02%20- ",)20Construction'3%20Documents/Specitications Division 02 0241 13 0241 14 0241 15 Division 03 03 30 00 03 34 13 03 34 16 03 80 00 Division 26 26 05 00 26 05 10 26 05 33 26 05 43 Division 31 311000 31 23 16 31 23 23 31 24 00 31 25 00 31 36 00 313700 - Existing Conditions Selective Site Demolition Utility Removal/Abandonment Paving Removal - Concrete Cast -In -Place Concrete Controlled Low Strength Material (CLSM) Gailefete-Base-Mater-i64-fer-T-reneh-Repaif Modifications to Existing Concrete Structures - Electrical Common Work Results for Electrical Demolition for Electrical Systems Raceway and Boxes for Electrical Systems Underground Ducts and Raceways for Electrical Systems - Earthwork Site Clearing Unclassified Excavation Embankments Erosion and Sediment Control Gabiona Riprap Division 32 - 32 01 17 32 01 18 32 01 29 32 11 23 32 11 29 32 11 33 32 12 16 32 12 73 32 13 13 Exterior Improvements Permanent Asphalt Paving Repair Temporary Asphalt Paving Repair Concrete Paving Repair Flexible Base Courses Lime Treated Base Courses Cement Treated Base Courses Asphalt Paving Asphalt Paving Crack Sealants Concrete Paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 000000-3 TABLE OF CONTENTS 1 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 2 32 13 73 Concrete Paving Joint Sealants 3 32 14 16 Brick Unit Paving 4 32 16 13 Concrete Curb and Gutters and Valley Gutters 5 32 17 23 Pavement Markings 6 32 31 13 Chain Link Fences and Gates 7 32 31 26 Wire Fences and Gates 8 32 31 29 Wood Fences and Gates 9 32 32 13 Cast -in -Place Concrete Retaining Walls 10 32 91 19 Topsoil Placement and Finishing of Parkways 11 32 92 13 Hydro -Mulching, Seeding, and Sodding 12 32 93 43 Trees and Shrubs 13 14 Division 33 - Utilities 15 33 01 30 Sewer and Manhole Testing 16 33 01 31 Closed Circuit Television (CCTV) Inspection 17 33 03 10 Bypass Pumping of Existing Sewer System) 18 33 04 10 Joint Basdir, and Electrical Isolation 19 33 04 11 Go:�,cxt Control Test Stations 20 33 04 12 Magnesium Anode Cathodic Protection System 21 33 04 30 Temporary Water Services 22 33 04 40 Cleaning and Acceptance Testing of Water Mains 23 33 05 10 Utility Trench Excavation, Embedment, and Backfill 24 33 05 12 Water llrx: Lowering 25 33 05 13 Frame, Cover and Grade Rings 26 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 27 33 05 16 Concrete Water Vaults 28 33 05 17 Concrete Collars 29 33 05 20 Auger Boring 30 33 05 21 Tunnel Liner Plato 31 33 05 22 Steel Casing Pipe 32 33 05 23 Hand Tunneling 33 33 05 24 Insta lation e f- arri:r p i . Casing or Tunnel Liner Plato 34 33 05 26 Utility Markers/Locators 35 33 05 30 Exploratory Excavation for Existing Utilities 36 33 11 10 Ductile Iron Pipe 37 33 11 11 Ductile Iron Fittings 38 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 39 33 11 13 Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Typo 40 33 11 14 Buried Steel Pipe and Fittings 41 33 12 10 Water Services 1-inch to 2-inch 42 33 12 20 Resilient Seated Gate Valve 43 33 12 21 AWWA Rubber Seated Butterfly Valves 44 33 12 25 Connection to Existing Water Mains 45 33 12 30 Combination Air Valve Assemblies for Potable Water System& 46 33 12 40 Fire Hydrants 47 33 12 50 Water. S,rx->n 2 Stations 48 33 31 12 Cured in Place Pipe (CIPP) 49 33 31 13 F Lc i Reinforced Pipe for Gravity Sanitary Scwcrs 50 33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) Page 3 ot'4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 KELLER HICKS ROAD, PHASE 11 City Project No. 00791 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 33 31 20 33 31 21 33 31 22 33 31 23 33 31 50 33 31 70 33 39 10 33 39 20 33 39 30 33 39 40 33 39 60 33 41 10 33 41 11 33 46 00 33 46 01 33 46 02 33 49 10 33 49 20 33 49 40 000000-4 TABLE OF CONTENTS Page 4 of 4 San Sewer l kaif g Sanitary Sewe. Pip ❑nl t Sanitary Sower Service Connections and Service Lino \'al o fe Sanitary-Sewe s Cast in Place Concrete Manhole* Precast Concrete Manholes Piheitlass-Mafiheles Wastewater Access Chamber (WAC) Epoxy i f r S. it. Q St Reinforced Concrete Storm Sewer Pipe/Culverts Sub drainage Slotted Storm Drains T-renoh Prnins Cast -in -Place Manholes and Junction Boxes Curb and Drop Inlets Storm Drainage Headwalls and Wingwalls 21 Division 34 - Transportation 34 41 10 34 41 13 34 41 20 34 41 30 34 71 13 Appendix GC-4.01 GC-4.02 GC-4.04 GC-4.06 GC-6.06.D GC-6.07 GC-6.09 GC-6.24 GR-01 60 00 Traffic Signals Removing Traffic Signals Roadway Illumination Assemblies Aluminum Signs Traffic Control Availability of Lands Subsurface and Physical Conditions Underground Facilities Hazardous Environmental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates Permits and Utilities Nondiscrimination Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 KELLER HICKS ROAD, PHASE 1l City Project No. 00791 rage 1 o1 CITY COUNCIL AGENDA Official site of the City of Fort Worth, Texas FORT WORTH COUNCIL ACTION: Approved on 1/8/2013 - Ordinance Nos. 20578-01-2013 & 20579-01-2013 DATE: 1/8/2013 REFERENCE C-26050 LOG NAME: 20KELLER-HICKS NO.: CONSTRUCTION _ 00791 NON- PUBLIC CODE: C TYPE: CONSENT HEARING: NO SUBJECT: Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $1,929,636.44 for the Construction of Keller -Hicks Road from 800 Feet East of Alta Vista Road to Park Vista Boulevard and $77,363.56 for Contingencies, $40,000.00 for City Furnished Materials, and $202,000.00 for Construction Services for a Project Total in the Amount of $2,249,000.00 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Special Assessments Fund in the amount of $343,404.68 from available funds; 2. Authorize the transfer in the amount of $343,404.68 from the Special Assessments Fund to the 2007 Critical Capital Projects Fund; 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the 2007 Critical Capital Projects Fund in the amount of $343,404.68 from available funds; and 4. Authorize execution of a contract in the amount of $1,929,636.44 with McClendon Construction Co., Inc., for the construction of Keller -Hicks Road from 800 feet east of Alta Vista Road to Park Vista Boulevard. DISCUSSION: This project provides for the construction of Keller -Hicks Road from 800 feet east of Alta Vista Road to Park Vista Boulevard as a four -lane undivided arterial roadway. Construction is funded by the 2007 Critical Capital Program and developer contributions of future improvement funds received through Community Facilities Agreements. The project was advertised in the Fort Worth Star-Telearam on October 18, 2012, October 25, 2012, and the following bids were opened on November 15, 2012: Bidder Bid Amount McClendon Construction Co., Inc. $1,929,636.44 McMahon Contracting $2,044,434.23 Conatser Construction $2,056,056.00 JLB Contracting LLC $2,075,855.88 CPS Civil, LLC $2,237,762.19 Jackson Construction, Ltd. $2,298,099.25 RKM Utility Services, Inc. $2,328,969.50 L.H. Lacy Construction $2,480,000.00 Staff has reviewed the bids and determined the unit prices are consistent with other recently submitted bids for similar size and type of projects. http://apps.cfwnet.org/council_packet/mc_review.asp?TQ=17... 2/1/2013 M&C Review In addition to the contract cost, funding in the amount of $77,363.56 will be utilized for contingencies, $40,000.00 for City furnished materials, and $202,000.00 for construction services for a project total in the amount of $2,249,000,00. McClendon Construction Co., Inc., is in compliance with the City's BDE Ordinance by committing to nine percent MBE participation and documenting good faith effort on this combined project. The City's MBE goal on this combined project is 11 percent. This project is located on MAPSCO 22K and 22L in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director 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 2007 Critical Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers ii al GS94 488100 020941369010 $343.404.68 GS94 538040 020941369010 $343,404.68 GS94 538040 020941369010 $343,404.68 295 541200 202230079183 $1,929,636.44 2&3) $343,404.68 C295 472094 202230079183 3) C295 541200 202230079183 $343.404.68 Submitted for City Manager's Office bv: Fernando Costa (6122) Originating Department Head: Douglas W. Wiersig (7801) Additional Information Contact: Mike Weiss (8485) ATTACHMENTS 20KELLER-HICKS CONSTRUCTION 00791 A013.doc 20KELLER-HICKS CONSTRUCTION 00791 MAP.odf 20KELLER-HICKS CONSTRUCTION 00791 C295 A013.doc http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 2/1/2013 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 to the Specifications & Contract Documents for WATER, PAVING AND DRAINAGE IMPROVEMENTS FOR KELLER HICKS ROAD, PHASE II CITY PROJECT NO. 00797 Bid Submittal Due Date: November 15, 2012 Addendum No. 1 Issued: November 7, 2012 The Specifications, Contract Documents and Drawings for the above mentioned project are revised and amended as follows: GENERAL CLARIFICATIONS AND CHANGES: 1. Line Item 1-21 & III-28 3201.0400 Temporary Asphalt Paving Repair is intended for any temporary pavement repair necessary for utility construction. If construction is phased so that utility construction does not disturb the existing pavement this item will not be billed. 2. Line Item 111-19 Restoration of Landscape Area & Irrigation System has been changed into two (2) separate Line Items, 11-57 9999.0000 Restoration of Landscape Area at Subdivision Entrances and 11-49 9999.0000 Miscellaneous Sprinkler Adjustments Force Account (SC17.01 C). 3. Per city technical specifications, quantity for Conc Ret Wall with Sidewalk includes the square foot of the face of the wall as well as the square foot of the top of the sidewalk. 4. Quantities for temporary asphalt during construction has been removed from Line Item 11-7 3212.0302 2" Asphalt Pvmt Type D and are only included in the revised Line Item 11-43 9999.0000 Temporary Pavement 6" Flex Base, Type B & 2" Asphalt Pvmt Type D. CONSTRUCTION PLANS: 5. Sheet 00 of 69, city signed cover sheet. 6. Sheet 21 of 69, limits of fence removal and asphalt pavement removal have been updated. 7. Sheet 23 of 69, the sidewalk curb from Sta. 40+33.87 to Sta. 40+45.03 has been removed. 8. Sheet 28 of 69, typical section with left turn lane has been updated. 9. Sheet 33 of 69, COFW Type 'G' & 'H' BFR have been updated to Type R-1 BFR and proposed fence has been added at the ROW to replace the fence removed during demo. 10. Sheet 34 of 69, COFW Type 'G' BFR have been updated to Type R-1 BFR and proposed fence has been added at the ROW to replace the fence removed during demo. 11. Sheet 35 of 69, COFW Type 'H' BFR have been updated to Type R-1 BFR and proposed fence has been added at the ROW to replace the fence removed during demo. 12. Sheet 39 of 69, the profile for the Flume on Storm Drain Line 'B' has been updated. 13. Sheet 42 of 69, detail for typical sidewalk has been added. 14. Sheet 44 of 69, proposed luminaire pole locations have been updated. 15. Sheet 45 of 69, proposed conduit and schedule tables have been updated. 16. Sheet 51 of 69, construction phase 1 typical section has been updated. 17. Sheet 53 of 69, limits of temporary pavement/flexbase have been updated and note 3 regarding existing pavement markings has been added. Addendum No. 1 1 of 4 11-07-2012 18. Sheet 54 of 69, limits of temporary pavement/flexbase have been updated and note 3 regarding existing pavement markings has been added. 19. Sheet 55 of 69, existing pavement markings and traffic flow arrows have been updated. 20. Sheet 58 of 69, work zone pavement markings have been updated. 21. Sheet 61 of 69, pavement markings have been updated. CONTRACT DOCUMENTS: 22. 00 00 00 Table of Contents a. Corrections were made to the technical specification listed for reference and technical specifications that have been modified and included in the project contract documents. Modified section 35 05 14 has been added to the contract documents. 23. 00 11 13 Invitation to Bidders: a. General Description of Work, 1,700 LF New 12" Water Line has been revised to 2,465 LF New 12" Water Line 24. 00 41 00 Bid Form, Section 4.1 has been revised 270 to 360 days. 25. 00 42 43 Proposal Form shall be removed and replaced with the proposal in this addendum. The following is a summary of the revisions: a. Line Item 1-14 9999.0000 Sprinkler System Adjustments has been moved to Item 11-49 9999.0000 Miscellaneous Force Account Sprinkler Adjustments (SC17.01C). b. Line Item 1-20 9999.0000 Vacuum Excavation of Existing Utilities has been removed. c. Line Item 1-21 3201.0400 Temporary Asphalt Paving Repair has been added. d. Line Item 11-1 3124.0101 Embankment has been increased from 1,390 CY to 1,784 CY. e. Line Item 11-3 3123.0101 Unclassified Excavation has been increased from 3,790 CY to 5,023 CY. f. Line Item 11-6 3212.0501 4" Asphalt Base Type B has been reduced from 3,979 SY to 1,913 SY. g. Line Item 11-7 3212.0302 2" Asphalt Pvmt Type D has been reduced from 7,053 SY to 1,913 SY. h. Line Item 11-11 3213.0301 4" Conc Sidewalk has been reduced from 14,971 SF to 13,296 SF. i. Line Item 11-12 3213.0507 4' Barrier Free Ramp, Type G has been changed to 9999.0000 5' Wide Barrier Free Ramp, Type R-1 and remained a quantity of 6 EA. j. Line Item 11-13 3213.0508 4' Barrier Free Ramp, Type H has been changed to 9999.0000 4' Wide Barrier Free Ramp, Type R-1 and remained a quantity of 4 EA. k. Line Item 11-15 0241.0500 Remove Fence has been increased from 662 LF to 1,014 LF. I. Line Item 11-16 3231.0111 4' Chain Link, Steel has been changed to 9999.0000 7' Chain Link, Steel and the quantity has been changed from 662 LF to 122 LF. m. Line Item 11-17 3232.0100 Conc Ret Wall with Sidewalk has been increased from 310 SF to 1,865 SF. n. Line Item 11-21 3217.2001 Raised Marker TY W has been increased from 894 EA to 1,254 EA. o. Line Item 11-22 3217.2102 REFL Raised Marker TY l-C has been increased from 267 EA to 386 EA. p. Line Item 11-23 3217.2002 Raised Marker TY Y has been increased from 744 EA to 1,183 EA. q. Line Item 11-24 3217.2103 REFL Raised Marker TY II -A -A has been increased from 226 EA to 386 EA. r. Line Item 11-25 3217.1002 Lane Legend Arrow has been increased from 4 EA to 5 EA. s. Line Item 11-32 3305.0107 Manhole Adjustment, Minor has been reduced from 20 EA to 5 EA. t. Line Item 11-34 2605.3011 2" CONDT PVC SCH 40 (T) has been decreased from 2,525 LF to 2,490 LF. u. Line Item 11-36 3441.1502 Ground Box, Small, w/ Lid Apron has been decreased from 27 EA to 23 EA. v. Line Item 11-44 3294.0100 Top Soil has been decreased from 2,332 to 1,501 CY. w. Line Item 11-45 3292.0100 Block Sod Placement has been increased from 1,452 SY to 3,157 SY. Addendum No. 1 2 of 4 11-07-2012 x. Line Item 11-46 3292.0400 Seeding, Hydromulch has been increased from 4,643 SY to 5,850 SY. y. Line Item 11-43 3211.0211 6" Flex Base, Type B, GR-1 has been changed to 9999.0000 Temporary Pavement 6" Flex Base, Type B & 2" Asphalt Pvmt Type D and the quantity has been increased from 2,300 SY to 4,167 SY. z. Line Item 11-47 9999.0000 Miscellaneous Force Account (SC17.01A) has a unit price of $1.00 per EA. aa. Line Item 11-48 9999.0000 Miscellaneous Force Account (SC17.01B) has been changed to 9999.0000 Miscellaneous Utilities Force Account (SC17.01 B) and has a unit price of $1.00 per EA. bb. Line Item 11-49 9999.0000 Miscellaneous Sprinkler Adjustments Force Account (SC17.01C) has been added with a unit price of $1.00 per EA. cc. Line Item 11-50 3231.0411 4' Fence, Wood has been added. dd. Line Item 11-51 3231.0412 6' Fence, Wood has been added. ee. Line Item 11-52 3231.0113 6' Chain Link, Steel has been added. ff. Line Item 11-53 3214.1004 Lane Legend Only has been added. gg. Line Item 11-54 9999.0000 Adjust Meter Box to Grade has been added. hh. Line Item 11-55 9999.0000 Adjust Fire Hydrant to Grade has been added. ii. Line Item 11-56 9999.0000 Temporary Walk 2" Asphalt Pvmt Type D has been added. jj. Line Item 11-60 9999.0000 Project Designation Sign 1-H has been added. kk. Line Item 11-61 3305.0106 Manhole Adjustment, Major has been added. II. Line Item 111-19 Restoration of Landscape Area & Irrigation System has been removed and changed to Line Item 11-57 9999.0000 Restoration of Landscape Area at Subdivision Entrances. Irrigation adjustments have been moved to Item 11-49 9999.0000 Miscellaneous Sprinkler Adjustments Force Account (SC17.01C). mm. Line Item 111-20 3110.0102 6"-12" Tree Removal has been moved to Line Item I11- 58 3110.0102 6"-12" Tree Removal. nn. Line Item 111-21 3293.0104 Plant 4" Tree has been moved to Line Item 111-59 3293.0104 Plant 4" Tree. oo. Line Item III-28 3201.0400 Temporary Asphalt Paving Repair has been added. 26. 00 73 00 Supplementary Conditions, SC17.01C MISCELLANEOUS SPRINKLER ADJUSTMENTS FORCE ACCOUNT - SERVICES (3900.0113) has been added. 27. 00 52 43.01 Agreement, Section 3.2 has been revised 270 to 360 days. 28. 35 05 14 has been modified and added to the contract documents. Addendum No. 1 3 of 4 11-07-2012 INFORMATION TO BIDDERS: This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the following locations: (1) In the space provide on the signature page of the Proposal (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIP By: Company: NOWLEDGED Addendum No. 1 Douglas W. Wiersig, P.E. DIRECTOR Department of Transportation/Public Works McClendon Constructionx Ca, Inc. By: P.O. box Burleson, TX 76097 hael Weiss, P.E. Project Manager 4 of 4 11-07-2012 NOU-13-2012 12:00 TEAGUE NALL AND PERKINS 8173362813 P.01/09 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 to the Specifications & Contract Documents for WATER, PAVING AND DRAINAGE IMPROVEMENTS FOR KELLER HICKS ROAD, PHASE 11 CITY PROJECT NO. 00797 Bid Submittal Due Date: November 18, 2012 Addendum No. 2 Issued: November 12, 2012 The Specifications, Contract Documents and Drawings for the above mentioned project are revised and amended as follows: GENERAL CLARIFICATIONS AND CHANGES: 1, Line Item 11-37 3441.3003 Rdwy Ilium Assmbly TY 18,18A,19, and D-40 includes the pole and arm(s), which will be provided by the city, The contractor is responsible for the rest of the assembly. 2. Revise Electrical Service Description 'ELEC SERV TY A(240/480)060(NS)SS(T)TP(0)' to read "ELEC SERV TY A(240/480)060(NS)SS(E)PS(U)" on Sheet 45 of 69 Street Luminaire Plan. CONTRACT DOCUMENTS: 3. 00 00 00 Table of Contents a. Corrections were made to the technical specification listed for reference. 4. 00 42 43 Proposal Form shall be removed and replaced with the proposal in this addendum. The following is a summary of the revisions: a. Line Item 11-62 3110.0101 Site Clearing has been added. b. Line Item II.63 2605.0111 ELEC SERV PED has been added. c. Line Item 11-64 3441.3312 Contact Enclosure, Pad Mount has been added. INFORMATION TO BIDDERS; This Addendum No. 2, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 2 by completing the requested information at the following locations: Addendum No. 2 1 of 2 11-12-2012 NOV-13-2012 12:00 TEAGUE NALL AHD PERKINS 8173362813 P.02/09 (1) In the space provide on the signature page of the Proposal (2) Indicate In upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO, 2" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 2 could cause the subject bidder to be considered 'NONRESPONSIVE', resulting in disqualification. RECEIPT OWLEDGED B Company: McClendon Confitsuction Co., Inc. P.O. BOX Burleson, TX 76007 Douglas W. Wiersig, P.E. DIRECTOR Department of Transportatfon/PublIc Works By: Michael Weiss, P.E, Project Manager Addendum No, 2 2 of 2 11-12-2012 NOV-13-2012 16:18 TEAGUE NALL AND PERKINS 8173362813 P.01/05 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 to the Specifications & Contract Documents for WATER, PAVING AND DRAINAGE IMPROVEMENTS FOR KELLER HICKS ROAD, PHASE II CITY PROJECT NO. 00797 Bid Submittal Due Date: November 15, 2012 Addendum No, 3 Issued: November 13, 2012 The Specifications, Contract Documents and Drawings for the above mentioned project are revised and amended as follows; GENERAL CLARIFICATIONS AND CHANGES: 1, SD Lateral 'CA' shall include the removal of the existing 21" RCP and connecting the proposed 24" RCP to the existing 48' as part of Line Item III-4 3341.0205 24" RCP, Class III and Line Item III-29 0241.3014 Remove 21" Storm Line. 2. SD Lateral `C-61 shall include the removal of the existing 21" RCP and connecting the proposed 24" RCP to the existing 42" as part of Line Item III-4 3341.0205 24" RCP, Class III and Line Item III-29 0241.3014 Remove 21! Storm Line. 9TRACT DOCUMENTS: 3. 00 42 43 Proposal Form shall be removed and replaced with the proposal in this addendum. The following is a summary of the revisions: a. Line Item 11-18 9999.0000 Concrete Segmented Retaining Wall has been increased from 338 SF to 1,248 SF. b. Line Item III-3 3341.0201 21" RCP, Class III has been decreased from 165 LF to 57 LF. c. Line Item III-4 3341.0205 24' RCP, Class ill has been increased from 503 LF to 642 LF. d. Line Item III-5 3341.0208 27" RCP, Class III has been increased from 117 LF to 118 LF e. Line Item III-6 3341.0302 30" RCP, Class III has been increased from 909 LF to 911 LF. f, Line Item III-29 0241,3014 Remove 21" Storm Line has been added. INFORMATION TO BIDDER& This Addendum No. 3, forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Specifications & Contract Documents of the same, Acknowledge your receipt of this Addendum No. 3 by completing the requested information at the following locations: Addendum No. 3 1 of 2 11-13-2012 NOU-13-2012 16:18 TEAGUE NALL AND PERKINS 8173362813 P.02/05 (1) In the space provide on the signature page of the Proposal (2) Indicate in upper case letters on the outside of your seated bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 3" (3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal Failure to acknowledge receipt of the Addendum No. 3 could cause the subject bidder to be considered 'NONRESPONSIVE', resutting in disqualification. RECEIP KNOWLEDGED : Company: iV.V.Ciencicn Constructton Coo,nc. F,O, Bwiesnfl TY 76097 Addendum No, 3 2 of 2 Douglas W. Wiersig, P.E. DIRECTOR Department of Transportation/Public Works ae Weiss, P.E. Project Manager /1-13-2012 001113-1 INVITA"IION'f0 BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Water, Paving and Drainage Improvements for Keller Hicks 5 Road, Phase II (Alta Vista to Park Vista), Project No. 00791 will be received by the City of Fort 6 Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, November 15, 2012, and bids will be opened publicly and read 13 aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 2,025 LF Undivided Arterial, 2,050 17 LF Storm Drain Pipe and 2,465 LF New 12" Water Line 18 19 PREQUALIFICATION 20 The improvements included in this project must be performed by a contractor who is pre- 21 qualified by the City at the time of bid opening. The procedures for qualification and pre- 22 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 23 24 DOCUMENT EXAMINATION AND PROCUREMENTS 25 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 26 of Fort Worth's Purchasing Division website at httn://www.fortworthgov.org/purchasing= and 27 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 28 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 29 suppliers. 30 31 Copies of the Bidding and Contract Documents may be purchased from Teague, Nall and Perkins, 32 Inc. at 1100 Macon Street, Fort Worth, Texas 76102 33 34 The cost of Bidding and Contract Documents is: 35 Set of Bidding and Contract Documents with full size drawings: $50 36 Set of Bidding and Contract Documents with half size (if available) drawings: $30 37 38 PREBID CONFERENCE 39 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 40 BIDDERS at the following location, date, and time: 41 DATE: Tuesday. October 30, 2012 42 TIME: 1:30 p.m. 43 PLACE: TPW Reception Area Conference Room 270, 1000 Throckmorton Street, Fort 44 Worth, TX 76102 45 46 LOCATION: 2ad Floor, City Hall 47 48 49 CITY'S RIGHT TO ACCEPT OR REJECT BIDS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 001I 13-2 INVITATION TO BIDDERS 1 City reserves the right to waive irregularities and to accept or reject bids. 2 3 INVITATION TO BIDDERS. 4 5 INQUIRIES 6 All inquiries relative to this procurement should be addressed to the following: 7 Attn: Michael Weiss, P.E., City of Fort Worth 8 Email: michael.weiss@fortworthtexas.gov 9 Phone: 817-392-8485 10 AND/OR 11 Attn: Scott Gibson, P.E., Teague Nall and Perkins 12 Email: sgibson@tnp-online.com 13 Phone: 817-336-5773 14 15 ADVERTISEMENT DATES 16 October 18, 2012 17 October 25, 2012 18 19 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 KELLER HICKS ROAD, PHASE II City Project No. 00791 t 2 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 00 21 13 - 1 INSTRUCrIONS TO BIDDERS Page 1 of 3 4 1. Defined Terms 5 6 I.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 34 35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened) shall not be considered. 38 39 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 40 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 41 45 11, BIDDERS PREQUALIFICATIONS. 42 43 3.2.1. Submission of and/or questions related to prequalification should be addressed to 44 the City contact as provided in Paragraph 6.1. 45 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 3.5. Special qualifications required for this project include the following: None 17 18 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 19 20 4.1. Before submitting a Bid, each Bidder shall: 21 22 4.1.1. Examine and carefully study the Contract Documents and other related data 23 identified in the Bidding Documents (including "technical data" referred to in 24 Paragraph 4.2. below). No information given by City or any representative of the 25 City other than that contained in the Contract Documents and officially 26 promulgated addenda thereto, shall be binding upon the City. 27 28 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 29 site conditions that may affect cost, progress, performance or furnishing of the 30 Work. 31 32 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 33 progress, performance or furnishing of the Work. 34 35 4.1.4. None 36 37 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 38 contiguous to the Site and all drawings of physical conditions relating to existing 39 surface or subsurface structures at the Site (except Underground Facilities) that 40 have been identified in the Contract Documents as containing reliable "technical 41 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 42 at the Site that have been identified in the Contract Documents as containing 43 reliable "technical data." 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Be advised that the Contract Documents on tile with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.7. Perform independent research, investigations, tests, borings, and such other means 1 I as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations, tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation, research, tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima -facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings, if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures (except Underground Facilities) which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 0021 13 -4 INSTRUCTIONS TO BIDDERS Page 4of9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or t 3 procedures of construction (if any) that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 6. Interpretations and Addenda 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE 1I City Project No. 00791 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 11 City of Fort Worth 12 1000 Throckrorton Street 13 Fort Worth, TX 76102 14 Attn: Michael Weiss, P.E., City of Fort Worth T/PW 15 Fax: 817-392-8092 16 Email: Michael.weiss@fortworthtexas.gov 17 Phone: 817-392-8485 18 19 20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw at 24 https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Projects/00791 25 %20-%20Keller%20Hicks%20Rd%20%20Ph%20II%20- 26%20Alta%20Vista%20to%20Park%20Vista/Bid%20Documents%20Package 27 28 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 29 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 30 Project. Bidders are encouraged to attend and participate in the conference. City will 31 transmit to all prospective Bidders of record such Addenda as City considers necessary 32 irk response to questions arising at the conference. Oral statements may not be relied 33 upon and will not be binding or legally effective. 34 35 7. Bid Security 36 37 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 38 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 39 the requirements of Paragraphs 5.01 of the General Conditions. 40 41 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 42 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 43 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 44 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 45 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 46 other Bidders whom City believes to have a reasonable chance of receiving the award 47 will be retained by City until final contract execution. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 I 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 6 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 35 or organization against whom Contractor has reasonable objection. 36 37 12. Bid Form 38 39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 40 obtained from the City. 41 42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 45 Price item listed therein. In the case of optional alternatives, the words "No Bid," 46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 47 written in ink in both words and numerals, for which the Bidder proposes to do the 48 work contemplated or furnish materials required. All prices shall be written legibly. 49 In case of discrepancy between price in written words and the price in written 50 numerals, the price in written words shall govern. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.3. Bids by corporations shall be executed in the corporate name by the president or a 2 vice-president or other corporate officer accompanied by evidence of authority to 3 sign. The corporate seal shall be affixed. The corporate address and state of 4 incorporation shall be shown below the signature. 5 6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 7 partner, whose title must appear under the signature accompanied by evidence of 8 authority to sign. The official address of the partnership shall be shown below the 9 signature. 10 11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 12 member and accompanied by evidence of authority to sign. The state of formation of 13 the firm and the official address of the firm shall be shown. 14 15 12.6. Bids by individuals shall show the Bidder's name and official address. 16 17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 18 indicated on the Bid Form. The official address of the joint venture shall be shown. 19 20 12.8. All names shall be typed or printed in ink below the signature. 21 22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 23 which shall be filled in on the Bid Form. 24 25 12.10. Postal and e-mail addresses and telephone number for communications regarding the 26 Bid shall be shown. 27 28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 29 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 30 to State Law Non Resident Bidder. 31 32 13. Submission of Bids 33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 36 marked with the City Project Number, Project title, the name and address of Bidder, and 37 accompanied by the Bid security and other required documents. If the Bid is sent through the 38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 39 with the notation "BID ENCLOSED" on the face of it. 40 41 14. Modification and Withdrawal of Bids 42 43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 44 withdrawn prior to the time set for bid opening. A request for withdrawal must be 45 made in writing by an appropriate document duly executed in the manner that a Bid 46 must be executed and delivered to the place where Bids are to be submitted at any 47 time prior to the opening of Bids. After all Bids not requested for withdrawal are 48 opened and publicly read aloud, the Bids for which a withdrawal request has been 49 properly filed may, at the option of the City, be returned unopened. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 18 and to reject the Bid of any Bidder if City believes that it would not be in the best 19 interest of the Project to make an award to that Bidder, whether because the Bid is 20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 21 meet any other pertinent standard or criteria established by City. City also reserves 22 the right to waive informalities not involving price, contract time or changes in the 23 Work with the Successful Bidder. Discrepancies between the multiplication of units 24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 25 between the indicated sum of any column of figures and the correct sum thereof will 26 be resolved in favor of the correct sum. Discrepancies between words and figures 27 will be resolved in favor of the words. 28 29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 30 among the Bidders, Bidder is an interested party to any litigation against City, 31 City or Bidder may have a claim against the other or be engaged in litigation, 32 Bidder is in arrears on any existing contract or has defaulted on a previous 33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 34 Bidder has uncompleted work which in the judgment of the City will prevent or 35 hinder the prompt completion of additional work if awarded. 36 37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 38 other persons and organizations proposed for those portions of the Work as to which 39 the identity of Subcontractors, Suppliers, and other persons and organizations must 40 be submitted as provided in the Contract Documents or upon the request of the City. 41 City also may consider the operating costs, maintenance requirements, performance 42 data and guarantees of major items of materials and equipment proposed for 43 incorporation in the Work when such data is required to be submitted prior to the 44 Notice of Award. 45 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and furnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE (I City Project No. 00791 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9of9 t 17.4. Contractor shall perform with his own organization, work of a value not less than 2 35% of the value embraced on the Contract, unless otherwise approved by the City. 3 4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 5 responsive Bidder whose evaluation by City indicates that the award will be in the 6 best interests of the City. 7 8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 12 comparable contract in the state in which the nonresident's principal place of 13 business is located. 14 15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 16 to be awarded, City will award the Contract within 90 days after the day of the Bid 17 opening unless extended in writing. No other act of City or others will constitute 18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 19 the City. 20 21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 22 23 18. Signing of Agreement 24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 26 Contractor shall sign and deliver the required number of counterparts of the Agreement to 27 City with the required Bonds, Certificates of Insurance, and all other required documentation. 28 City shall thereafter deliver one fully signed counterpart to Contractor. 29 30 31 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 00 35 13 BID FORM Page 1 of 1 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. htto://www.ethics.state.bcus/forms/C1Q.ocif http://www.ethics.state.tx.us/forms/CIS.odf ▪ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: McClendon Construction Company, Inc By: Dan l�lc tendon PO Box 999 Signature: / Burleson, TX 76097 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook -Addendum 3.xls SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 00 41 00 BID FORM Page 1 of 3 FOR: WATER, PAVING AND DRAINAGE IMRPROVEMENTS FOR KELLER HICKS ROAD, PHASE II (ALTA VISTA TO PARK VISTA) City Project No.: 00791 Units/Sections: UNIT I - WATER IMPROVEMENTS UNIT II - PAVING IMPROVEMENTS UNIT III - DRAINAGE 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 20120327 Bid Proposal Workbook -Addendum 3.xls 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. 12" Dia. & Smaller; Urban & Renewal b. 10" Concrete Pavement & Street Lights c. 3'x3' RBC and 21" to 27" RCP d. 4. Time of Completion 00 41 00 BID FORM Page 2 of 3 4.1. The Work will be complete for Final Acceptance within 360 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook -Addendum 3.xls 00 41 00 BID FORM Page 3of3 6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete> Total Base Bid <use this if applicable, otherwise delete> $1,929,636.44 Alternate Bid <use this if applicable, otherwise delete> $0.00 Deductive Alternate<use this if applicable, otherwise delete> $0.00 Additive Alternate <use this if applicable, otherwise delete> $0.00 Total Bid $1,929,636.44 7. Bid Submittal This Bid is submitted on 11/15/2012 by the entity named below. Respec ubmitted, Receipt is acknowledged of Initial A ,� %%� 'the following Addenda: By: it/l/� �Jl/�� Addendum No. 1: DM 'Addendum No. 2: DM (Addendum No. 3: DM (Addendum No. 4: (Signature) Dan McClendon (Printed Name) Title: President Company: McClendon Construction Company, Inc Address: PO Box 999 Burleson, TX 76097 State of Incorporation: Texas Email: dan(mcclendonconstruction.com Phone: 817/295-0066 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Corporate Seal: Bid Proposal Workbook -Addendum 3.xls BIDE_...._. _. r - SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure Unit!: Water Improvements I-1 0241.1202 6"WaterAbandonmentPlug 02 41 14 EA 3 $400.00 $1,200.00 1-2 9999.0000 Salvage Existing Water Valve 02 41 14 EA 4 $250.00 $1,000.00 1-3 3311.0461 12" PVC Water Pipe 33 11 12 LF 2465 $43.00 $105,995.00 1-4 3311.0241 8" PVC Water Pipe 33 11 12 LF 100 $21.00 $2,100.00 1-5 3311.0161 6" PVC Water Pipe 33 11 12 LF 25 $23.00 $575.00 1-6 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 5 $4,950.00 $24,750.00 1-7 3312.3005 12" Gate Valve 33 12 20 EA 6 $2,650.00 $15,900.00 1-8 3312.3003 8" Gate Valve 33 12 20 EA 1 $1,500.00 $1,500.00 1-9 3312.3002 6" Gate Valve 33 12 20 EA 6 $1,000.00 $6,000.00 I-10 0241.1510 Salvage Fire Hydrant 02 41 14 EA 2 $750.00 $1,500.00 1-11 3312.0001 Fire Hydrant 33 12 40 EA 6 $3,300.00 $19,800.00 1-12 3312.2003 1" Water Service 33 12 10 EA 11 $1,150.00 $12,650.00 1-13 3312.2004 1" Private Service 33 12 10 LF 72 $20.25 $1,458.00 1-14 Revised and moved to Unit II: Paving Improvements 1-15 3305.0109 Trench Safety 33 05 10 LF 2590 $1.20 $3,108.00 1-16 3201.0611 6" Conc Pvmt Repair 32 01 29 SY 101 $61.00 $6,161.00 1-17 0241.0500 Remove Fence 02 41 13 LF 88 $2.00 $176.00 1-18 3231.0412 6' Fence, Wood 32 31 29 LF 88 $19.00 $1,672.00 1-19 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 2 $725.00 $1,450.00 1-20 9999.0000 Vacuum Excavation of Existing Utilities 33 05 30 EA 1 $1,500.00 $1,500.00 1-21 3201.0400 Temporary Asphalt Paving Repair 32 0118 LF 460 $13.95 $6,417.00 Unit II: Paving Improvements 11-1 3124.0101 Embankment 31 24 00 CY 1784 $9.50 $16,948.00 11-2 0241.1000 Remove Conc Pvmt 02 41 15 SY 1255 $7.00 $8,785.00 6.3 3123.0101 Unclassified Excavation 31 23 16 CY 5023 $22.00 $110,506.00 11-4 3211.0502 8" Lime Treatment 32 11 29 SY 19499 $3.00 $58,497.00 11-5 3211.0400 Lime 32 11 29 TN 263 $140.00 $36,820.00 11-6 3212.0501 4" Asphalt Base Type B 32 12 16 SY 1913 $16.00 $30,608.00 11-7 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 1913 $10.50 $20,086.50 11-8 3201.0105 10" Conc Pvmt 32 13 13 SY 14050 $37.50 $526,875.00 11-9 3213.0401 6" Concrete Driveway 32 13 20 SF 6380 $5.00 $31,900.00 11-10 3213.0700 Joint Sealant 32 13 73 LF 9882 $1.10 $10,870.20 11-11 3213.0301 4" Conc Sidewalk 32 13 20 SF 13296 $4.00 $53,184.00 11-12 9999.0000 5' Wide Barrier Free Ramp, Type R-1 32 13 20 EA 6 $1,050.00 $6,300.00 11-13 9999.0000 4' Wide Barrier Free Ramp, Type R-1 32 13 20 EA 4 $950.00 $3,800.00 11-14 0241.0600 Remove Wall <4' 02 41 13 LF 50 $14.00 $700.00 11-15 0241.0500 Remove Fence 02 41 13 LF 1014 $2.00 $2,028.00 11-16 9999.0000 7' Chain Link, Steel 32 31 13 LF 122 $30.00 $3,660.00 11-17 3232.0100 Conc Ret Wall with Sidewalk 32 32 13 SF 1865 $11.00 $20,515.00 11-18 9999.0000 Concrete Segmented Retaining Wall 32 32 13 SF 1248 $30.00 $37,440.00 11-19 3217.0402 18" SLD Pvmt Marking Tape (W) 32 17 23 LF 112 $10.25 $1,148.00 11-20 3217.0303 12" SLD Pvmt Marking Tape (W) 32 17 23 LF 569 $7.25 $4,125.25 11-21 3217.2001 Raised Marker TY W 32 17 23 EA 1254 $3.10 $3,887.40 11-22 3217.2102 REFL Raised MarkerTY I-C 32 17 23 EA 386 $4.35 $1,679.10 11-23 3217.2002 Raised Marker TY Y 32 17 23 EA 1183 $3.10 $3,667.30 11-24 3217.2103 REFL Raised Marker TY 11-A-A 32 17 23 EA 386 $4.35 $1,679.10 11-25 3217.1002 Lane Legend Arrow 32 17 23 EA 5 $215.00 $1,075.00 11-26 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 7 $350.00 $2,450.00 11-27 9999.0000 Relocate Mailbox 00 00 00 EA 11 $50.00 $550.00 11-28 9999.0000 Remove Brick Mailbox 02 41 13 EA 1 $150.00 $150.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20120120 Bid Proposal WoU.Mnk-Ad,kndur"ii- SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal BidLst Item Description Specification Unit of Quantity Unit Price No. P Section No. Measure Bid Q ry Bid Value Unit I; Water Improvements 1-1 0241.1202 6" Water Abandonment Plug 02 41 14 EA 4 $250.00 $1,000.00 1-2 9999.0000 Salvage Existing Water Valve o2 41 14 EA 4 $250.00 $1,000.00 1-3 3311.0461 12" PVC Water Pipe 3311 12 LF 2465 $43.00 $105,995.00 1-4 3311.0241 8" PVC Water Pipe 33 11 12 LF 100 $21.00 $2,100.00 1-5 3311.0161 6" PVC Water Pipe 33 11 12 LF 25 $23.00 $575.00 1-6 3311.0001 Ductile Iron Water Fittings 3311 11 TON 5 $4,950.00 $24,750.00 1-7 3312.3005 12" Gate Valve 33 12 20 EA 6 $2,650.00 $15,900.00 1-8 3312.3003 8" Gate Valve 33 12 20 EA 1 $1,500.00 $1,500.00 1-9 3312.3002 6" Gate Valve 33 12 20 EA 6 $1,000.00 $6,000.00 1-10 0241.1510 Salvage Fire Hydrant 02 41 14 EA 2 $750.00 $1,500.00 1-11 3312.0001 Fire Hydrant 33 12 40 EA 1-12 3312.2003 1" Water Service 33 1210 EA 1-13 3312.2004 1" Private Service 33 12 10 LF 721 $$1,1,20.25 50.00 $12,650.00,458.00 $1 72 $20.25 $1,458.00 1-14 Revised and moved to Unit II: Paving Improvements 1-15 3305.0109 Trench Safety 33 0510 LF 2590 $1.20 $3,108.00 1-16 3201.0611 6" Conc Pvmt Repair 32 01 29 SY 101 $61.00 $6,161.00 1-17 0241.0500 Remove Fence 02 41 13 LF 88 $2.00 $176.00 1-18 3231. 0412 6' Fence, Wood 32 31 29 LF 88 $19.00 $1,672.00 1-19 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 2 $725.00 $1,450.00 1-20 9999.0000 Vacuum Excavation of Existing Utilities 330530 EA 1 $1,500.00 $1,500.00 1-21 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 460 $13.95 $6,417.00 Unit 11: Paving Improvements 11-1 3124.0101 Embankment 31 24 00 CY 1784 $9.50 $16,948.00 11-2 0241.1000 Remove Conc Pvmt 02 41 15 SY 1255 $7.00 $8,785.00 11-3 3123.0101 Unclassified Excavation 312316 CY 5023 $22.00 $110,506.00 11-4 3211.0502 8" Lime Treatment 32 11 29 SY 19499 $3.00 $58,497.00 11-5 3211.0400 Lime 32 11 29 TN 263 $140.00 $36,820.00 11-6 3212.0501 4" Asphalt Base Type B 3212 16 SY 1913 $16.00 $30,608.00 11-7 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 1913 $10.50 $20,086.50 11-8 3201.0105 10" Conc Pvmt 32 1313 SY 14050 $37.50 $526,875.00 11-9 3213.0401 6" Concrete Driveway 32 13 20 SF 6380 $5.00 $31,900.00 11-10 3213.0700 Joint Sealant 32 13 73 LF 9882 $4.$,84.00 11-11 3213.0301 4" Conc Sidewalk 32 13 20 SF 1 13296 $4.00 0 $533,184.00 11-12 9999.0000 5' Wide Barrier Free Ramp, Type R-1 3213 20 EA 6 $1,050.00 $6,300.00 11-13 9999.0000 4' Wide Barrier Free Ramp, Type R-1 32 13 20 EA 4 $950.00 $3,800.00 11-14 0241.0600 Remove Wall <4' 02 41 13 LF 50 $14.00 $700.00 11-15 0241.0500 Remove Fence 02 41 13 LF 1014 $2.00 $2,028.00 11-16 9999.0000 7' Chain Link, Steel 32 31 13 LF 122 $30.00 $3,660.00 11-17 3232.0100 Conc Ret Wall with Sidewalk 32 32 13 SF 1865 $11.00 $20,515.00 11-18 9999.0000 Concrete Segmented Retaining Wall 32 3213 SF 1248 $30.00 $37,440.00 11-19 3217.0402 18" SLD Pvmt Marking Tape (W) 3217 23 LF 112 $10.25 $1,148.00 11-20 3217.0303 12" SLD Pvmt Marking Tape (W) 32 17 23 LF 569 $7.25 $4,125.25 11-21 3217.2001 Raised Marker TY W 32 17 23 EA 1254 $4.15 $679. 11-22 3217.2102 REFL Raised Marker TY I-C 3217 23 EA 386 ,10 $4.35 $1,679.10 11-23 3217.2002 Raised Marker TY Y 32 17 23 EA 1183 $3.10 $3,667.30 11-24 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 386 $4.35 $1,679.10 11-25 3217.1002 Lane Legend Arrow 32 17 23 EA 5 $215.00 $1,075.00 11-26 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 7 $350.00 $2,450.00 11-27 9999.0000 Relocate Mailbox 00 00 00 EA 11 $50.00 $550.00 11-28 9999.0000 Remove Brick Mailbox 02 41 13 EA 1 $150.00 $150.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Remsed 20120/20 00 42 43 BID PROPOSAL Pape 1 of Hui Proposal Workbook -Addendum 3 xls 00 42 43 BID PROPOSAL Page 2 of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item _ Specification Unit of Description Bid Quantity Unit Price Bid Value No. Section No Measure 11-29 9999.0000 Construct Brick Mailbox 00 00 00 EA 1 $750.00 $750.00 11-30 3305.0111 Valve Box Adjustment 33 05 14 EA 21 $100.00 $2,100.00 11-31 3305.0108 Miscellaneous Structure Adjustment 33 05 14 EA 2 $150.00 $300.00 11-32 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 5 $150.00 $750.00 11-33 9999.0000 3" CONDT PVC SCH 80 (T) 26 05 33 LF 300 $10.00 $3,000.00 11-34 2605.3011 2" CONDT PVC SCH 40 (T) 26 05 33 LF 2490 $4.00 $9,960.00 11-35 2605.3012 2" CONDT PVC SCH 40 (B) 26 05 33 LF 155 $10.00 $1,550.00 I1-36 3441.1502 Ground Box, Small, w/ Lid Apron 34 41 10 EA 23 $450.00 $10,350.00 11-37 3441.3003 Rdwy Illum Assmbly TY 18,18A,19, and D-40 34 41 20 EA 14 $650.00 $9,100.00 II-38 3441.3104 150W MH PC Lighting Fixture 3441 20 EA 14 $250.00 $3,500.00 II-39 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 34 41 20 EA 14 $850.00 $11,900.00 11-40 3441.3404 2-2-2-4 Quadplex Alum Elec Conductor 34 41 20 LF 2680 $2.50 $6,700.00 11-41 3441.3502 Relocate Street Light Pole 34 41 20 EA 3 $2,600.00 $7,800.00 11-42 3471.0001 Traffic Control 34 71 13 MO 12 $1,500.00 $18,000.00 9999.0000 Temporary Pavement 6" Flex Base, Type B & 2" Asphalt 32 11 23 11-43 Pvmt Type D SY 4167 $17.25 $71,880.75 11-44 3291.0100 Topsoil 32 91 19 CY 1501 $16.00 $24,016.00 11-45 3292.0100 Block Sod Placement 32 92 13 SY 3157 $3.22 $10,165.54 11-46 3292.0400 Seeding, Hydromulch 32 92 13 SY 5850 $0.92 $5,382.00 11-47 9999.0000 Miscellaneous Force Account (SC17.01A) 00 00 00 EA 50000 $1.00 $50,000.00 11-48 9999.0000 Miscellaneous Utilities Force Account (SC17.01B) 00 00 00 EA 50000 $1.00 $50,000.00 9999.0000 Miscellaneous Sprinkler Adjustments Force Account 00 00 00 11-49 (SC17.01C) EA 10000 $1.00 $10,000.00 11-50 3231.0411 4' Fence, Wood 32 31 29 LF 80 $19.00 $1,520.00 11-51 3231. 0412 6' Fence, Wood 32 31 29 LF 488 $19.00 $9,272.00 11-52 3231. 0113 6' Chain Link, Steel 32 31 13 LF 102 $16.00 $1,632.00 11-53 3217.1004 Lane Legend Only 32 17 23 EA 1 $250.00 $250.00 11-54 9999.0000 Adjust Meter Box to Grade 33 05 14 EA 13 $20.00 $260.00 11-55 9999.0000 Adjust Fire Hydrant to Grade 33 05 14 EA 4 $900.00 $3,600.00 II-56 9999.0000 Temporary Walk 2" Asphalt Pvmt Type D 32 12 16 SY 774 $12.50 $9,675.00 11-57 9999.0000 Restoration of Landscape Area at Subdivision Entrances 32 93 43 LS 1 $500.00 $500.00 11-58 3110.0102 6"-12" Tree Removal 31 10 00 EA 17 $500.00 $8,500.00 11-59 3293.0104 Plant 4" Tree 32 93 43 EA 17 $725.00 $12,325.00 11-60 9999.0000 Project Designation Sign 1-H 00 00 00 EA 1 $325.00 $325.00 11-61 3305.0106 Manhole Adjustment, Major 33 05 14 EA 15 $950.00 $14,250.00 11-62 3110.0101 Site Clearing 31 10 00 LS 1 $36,950.00 $36,950.00 11-63 2605.0111 ELEC SERV PED 26 05 00 EA 1 $2,500.00 $2,500.00 II-64 3441.3312 Contact Enclosure, Pad Mount 34 41 20 EA 1 $2,500.00 $2,500.00 Unit III: Drainage Improvements III-1 3123.0101 Unclassified Excavation 31 23 16 CY 35 $16.50 $577.50 111-2 3341.0103 18" RCP, Class III 33 41 10 LF 5 $69.00 $345.00 111-3 3341.0201 21" RCP, Class III 33 41 10 LF 57 $56.00 $3,192.00 111-4 3341.0205 24" RCP, Class III 33 41 10 LF 642 $66.00 $42,372.00 111-5 3341.0208 27" RCP, Class III 33 41 10 LF 118 $75.00 $8,850.00 III-6 3341.0302 30" RCP, Class III 33 41 10 LF 911 $86.00 $78,346.00 111-7 3341.1002 3x3 Box Culvert 33 41 10 LF 448 $145.00 $64,960.00 111-8 3349.3001 18" Straight Headwall, 1 pipe 33 49 40 EA 3 $1,750.00 $5,250.00 111-9 3349.3005 30" Straight Headwall, 1 pipe 33 49 40 EA 1 $2,300.00 $2,300.00 111-10 9999.0000 3'x3' Headwall, Box Culvert 33 49 40 EA 1 $2,900.00 $2,900.00 III-11 3339.1001 4' Manhole 33 39 10, 33 EA 39 20 3 $4,550.00 $13,650.00 111-12 3349.6001 10' Recessed Inlet 33 49 20 EA 8 $2,600.00 $20,800.00 111-13 3349.6003 20' Recessed Inlet 33 49 20 EA 2 $4,850.00 $9,700.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fomi Revised 20120120 Bid Proposal Workbook -Addendum 3.xls 00 42 43 BID PROPOSAL. Pape 3 of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value III-14 9999.0000 3' B-B Concrete Flume 33 46 02 LF 295 $28.00 $8,260.00 III-15 0241.3013 Remove 18" Storm Line 02 41 14 LF 630 $4.25 $2,677.50 III-16 0241.4401 Remove HeadwalVSET 02 41 14 EA 9 $300.00 $2,700.00 III-17 0241.4201 Remove 4' Drop Inlet 02 41 14 EA 2 $695.00 $1,390.00 III-18 0241.3015 Remove 24" Storm Line 02 41 14 LF 55 $4.00 $220.00 III-19 Moved to Unit II: Paving Improvements III-20 Moved to Unit II: Paving Improvements III-21 Moved to Unit 11: Paving Improvements III-22 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 73 $79.00 $5,767.00 111-23 3137.0102 Large Stone Riprap, dry 31 37 00 SY 37 $83.00 $3,071.00 III-24 3305.0109 Trench Safety 33 05 10 LF 2086 $0.95 $1,981.70 111-25 3125.0101 SWPPP ? 1 acre 31 25 00 LS 1 $4,650.00 $4,650.00 III-26 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 3 $725.00 $2,175.00 III-27 9999.0000 Vacuum Excavation of Existing Utilities 33 05 30 EA 6 $1,450.00 $8,700.00 III-28 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 473 18.20 $8,608.60 111-29 0241.3014 Remove 21" Storm Line 02 41 14 LF 24 3.50 $84.00 Bic Summary 1 Total Bid I $1,929,636.441 CITY OF FORT WOOT U STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form limit d 20120120 nid Prop os l Workbook -Addendum 3 xls u 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by 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. BIDDER: McClendon Construction Company, Inc PO Box 999 Burleson, TX 76097 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Dan McClendon ,,„ r (Signature) Title: President Date: 15( Bid Proposal Workbook -Addendum 3.xls 0045 11 - 1 UDDERS PREQUALIFICATIONS Page 1 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 31st 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/taxnermit/ 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 3 4 5 6 7 8 9 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 00 45 12 BID FORM Page 1 of 1 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 12" Dia. & Smaller; Urban & Renewal 10" Concrete Pavement & Street Lights 3'x3' RBC and 21" to 27" RCP 0 Prequalification Expiration Date PC Contractors LLC 14-Jan McClendon Const Co, Inc and Durable Specialties Jan-14 PC Contractors LLC 14-Jan Company Name Here or space Date Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McClendon Construction Company, Inc PO Box 999 Burleson, TX 76097 END OF SECTION y: Dan McClendon Title: President Date: (Signature) lr fi,r72-612- CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook -Addendum 3.xls 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No.00791. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 :vIcCLENDON CONST. CO., INC. 11 12 Company F.O. SOX 390 13 BURLESON, TEXAS 76097 14 Signature: 15 Address 16 17 Title: 18 City/State/Zip 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEF RE Iy1E, the unders geed authority, on this day personally appeared 26 /for f e!#onr / , known to me to be the person whose name is 27 subscribed to the foregoing instrumenn/rrt,- and acknowledged to me that he/she executed the same as )li (�� 28 the act and deed of g fi( c��N4L ..C6 for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3 / ‘)-1 day of 32 9a-rYLa-tc- , 20/3 33 J DAN ilicCLENDON, PRESIDENT 34 35 36 37 38 39 By: (Please Print) Notary P IYHe in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 MARY J. PORTER MY COMMISSION EXPIRES September 17, 2016 KELLER HICKS ROAD, PHASE 1I City Project No. 00791 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 11% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity 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. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, 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 Managing Department and obtain a date/time receipt. Such receipt shallbe evidence that the City received thei documentation in the time allocated. A faxed copy will not be accepted 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD PHASE II City Project No. 00791 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on J b 2o13 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, ting y and through its duly authorized City Manager, 5 ("City"), and McClendon Construction, Inc., authorized to do business in Texas, acting by and 6 through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Construction of Keller -Hicks Road from 800 Feet East of Alta Vista Road to Park Vista 16 Boulevard 17 City Project Number 00791 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within {360) days after the date when the 24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City Six Hundred Thirty Dollars ($630.00)for each day that expires after the time 34 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 35 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Construction of Keller -Hicks Road City Project Number 007911 005243-2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Nine Hundred Twentv-nine Thousand 39 Six Hundred Thirtv-six and 44/100 .Dollars ($1,929,636.44). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non -Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents (project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MBE and/or SBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Proj ect's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Construction of Keller -Hicks Road City Project Number 007911 005243-3 Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by any act, omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns. 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Construction of Keller -Kicks Road City Project Number 00791] 005243-4 Agreement Page 4 of 4 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. 120 7.7 Authority to Sign. 121 122 123 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 128 129 130 131 132 133 134 135 136 137 138 Contractor: ticCp Rgc,nn, Title: Address: City/State/Zip: Date (Signature) SRN MCC1_ VON , PfENDENT (Printed Name) PAPS/ V C S_ . CO., INC. P.O. BOX 996 sURLESONI, TEXAS 76097 City of Fort Worth Fernando Costa Assistant City Manager Date Attest: 1 I� City Secritary (Seal) M&C Date: f — Y- l 3 p OR ' a� 0 0 Y oQ00000000°o , Form and Legality: Ar111, Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: LJ Doug Wie'g DIRECT Transportation Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Construction of Keller -Hicks Road City Project Number 00791J Bond No. TXC 604810 1 ..2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 SECTION 00 6113 PERFORMANCE BOND _ § 006113-1 PERFORMANCE BOND Page 1 of 2 KNOW ALL BY THESE PRESENTS: McClendon Construction Company, Inc. 8 That we, , known as "Principal" herein and 9 Merchants Bonding Company , 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 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, One Million Nine 13 Hundred Twenty nine Thousand Six Hundred Thirty-six and 44/100 Dollars 14 ($1.929.636.44), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of JAN 0 8 2013 , 20which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Construction of Keller -Hicks Road from 22 800 Feet East of Alta Vista Road to Park Vista Boulevard, City Proiect #: 00791 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Construction ofKeller-Nicks Road City Protect Y: 00791 00 61 13 -2 PERFORMANCE BOND Page 2 of 2 This -bond is made arid executed in compliance with/he provisions &Chapte2253'of the 2 Texas Governinent 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 JAN 0 8 2013 day of 6 , 20 . 7 PRINCIPAL: 8 9 10 11 12 13 ATT ST: 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Witness as to Surety 38 39 40 P �.•e4-381f Secre McClendon Construction Company, Inc. BY: BAN NIcCLENRON, PRESII ENT Name and Title Address: PO Box 996 Burleson. TX 76097 SURETY: Merchants Bonding Company Jennifer J. Clark, Attorney -in -Fact Name and Title Address: 2100 Fleur Drive Des Moines, IA 50321 - Danielle Dinser TelephoneNumber: (515) 243-8171 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Construction ofKellet Nicks Road City Protect#: 00791 Bond No. TXC 604810 00 61 14 -1 PAYMENT BOND Page l of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § McClendon Construction Company, Inc. 7 That we, ., known as "Principal" herein, and 8 Merchants Bonding Company , a corporate surety 9 (sureties), 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 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of One Million Nine Hundred Twenty-nine Thousand Six Hundred Thirtv-six and 13 44/100 Dollars ($1.929,636.441, lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 day of , 20 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Construction of Keller -Hicks Road from 800 Feet East of Alta 22 Vista Road to Park Vista Boulevard, City Project #: 00791. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Construction of Keller -Hicks Road City ProJecl if: 00791 2 [1 4 I 1 [1 II ATTEST: I I co0.tiRo (Surety) Secretary - Colleen Romo Cal -IAA) f2 .1 A.41 A.) LIWitness as to Surety - Danielle Dinser 006114-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the JAN 0 8 2013 day of , 20 . ATTEST: ary Wi ness as to Princi PRINCIPAL: McClendon Construction Company, Inc. BY: ature itomr3 DAN McCIENDON, PRESIBENi Name and Title Address: Po Box 996 Burleson, TX 76097 SURETY: Merchants Bonding Company Jennifer J. Clark, Attorney -in -Fact Name and Title Address: 2100 Fleur Drive Des Moines, IA 50321 Telephone Number: (515) 243-8171 5 U 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. I I 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 1_1 12 1.1 CPCY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Conslruclron ofKelcr-Hicks Road City Project II: 00791 i Bond No. TXC 604810 00 61 19 -1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 McClendon Construction Company, Inc. 8 That we _ _ , known as "Principal" herein and 9 Merchants Bonding Company , 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 11 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 One Million 13 Nine Hundred Twenty-nine Thousand Six Hundred Thirty-six and 44/100 Dollars 14 ($1929,636.44), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for payment of which sum well and truly be made unto the City and its successors, we 16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the day of JAN 0 8 2013 , 20 , which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as Construction of Keller -hicks 25 Road from 800 Feet East of Alta Vista Road to Prak Vista Boulevard, City Project #: 00791: 26 and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 32 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Construction ofKellcr-Hicks Road City Project #: 00791 006119-2 MAINTENANCE BOND Page 2 of 3 - 1 - WHEREAS, -Principal -binds itself to-repair-orreconstruct-the-Workinwhole-orin-part 2 upon receiving notice from the City of the need therefor at any time within the Maintenance 3 Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by City, to a completion 7 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 8 full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 12 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 13 the Surety under this Maintenance bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Construction of Keller -Hicks Road City Project ii: 00791 006119.3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of JAN 0 8 2013 3 ,20, 4 5 6 7 8 9 10 11 ATTEST 12 13 14 15 16 17 18 19 ecietary 20 Witnelds's 4o Principi1 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 Coo,, 1-<O/Vr.i) 32 (Surety) Secretary - Co1).een Romo Des Moines, IA 50321 33 34 (A--11U) 35 itn� Surety - Danielle Dinser Telephone Number: 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. PRINCIPAL: McCler1dQn Construction Company, Inc. BY: Signature DAN MCCLENDON, PRESIDENT Name and Title Address: PO Box 996 Burleson, TX 76097 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SURETY: Merchants Bonding Company 7 Jennifer J. Clark, Attorney -in -Fact Name and Title Address: 2100 Fleur Drive (515) 243-8171 Conshuc1ton of Keller -Hicks Road City Project #. 00791 MERCHANT BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 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: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) MERCHANT I BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, Betty J Reeh; Bryan K Moore; Gary Wayne Wheatley; Jennifer J Clark; Joseph Hal Clayburne; Michael D Hendrickson; Pat J Moore; Richard A Deal of San Antonio and State of TX their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION ($3,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012 . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. :aC.0 •: '-o- o.• : •y; :3• • y 1933 : c; •• 1. By . • STATE OF IOWA COUNTY OF POLK ss. 74 -s President On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. MARANDA GREENWALT Commission Number 770312 " My Commission Expires 0 "" October 28, 2014 STATE OF IOWA COUNTY OF POLK ss. 2L,? k Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on JAN 0 8 2013 this day of POA 0014 (11/11) oRPOq A9• • • •• • f. ; z -o- o: . • •a• 1933 •c• .y •.;'d� . •6d. • , Secretary ACO DR CERTIFICATE OF LIABILITY INSURANCE 1/30/2013 DATE (MM/DD/YYYY) 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 IBTX Risk Services DFW 6363 N. State Hwy 161, Suite 100 Irving TX 75038 INSURED McClendon Construction Co, Inc. PO Box 996 Burleson TX 76097 ICONACT NAME: Donna Mobley INC.ONE No. Ext1:214-989-7100 I E-MAILDRSS:SerViCe(0)ib-tx.com INSURER(S) AFFORDING COVERAGE INSURER A :Amerisure Mutual Ins CO INSURER B : IINSURER C : INSURER D : INSURER E : IINSURER F : lac. No1:214-596-9030 NAIC # 23396 COVERAGES CERTIFICATE NUMBER: 1293770111 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER IMM/DDIYYYY) IMM/DD/YYYYI UMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X I FRQ I I LOC A AUTOMOBILE LIABILITY X X ANY AUTO ALL OWNED (� AUTESULED AUTOS (u AUTOS HIRED AUTOS NON -OWNED AUTOS A X UMBRELLA LIAB X OCCUR EXCESS UAB CLAIMS -MADE DED IX I RETENTON$0 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N N/A CPP2051702 1/31/2013 1/31/2014 CA2051701 CU 2051703 WC-2051704 1/31/2013 1/31/2014 1/31/2013 1/31/2014 1/31/2013 1/31/2014 EACH OCCURRENCE IDAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG $1,000,000 $1,000,000 $10,000 $1,000,000 $2,000,000 $2,000,000 $ COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE X IWSTATITU- TOCRY LIMS E.L. EACH ACCIDENT 1OTH- ER $ $ $2,000,000 $2,000,000 $ $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) The General Liability and Automobile policies include a blanket automatic additional insured endorsement [CG7085 12/11 & CA7118 11/09] that provides this feature only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability, Automobile, and Workers' Compensation policies include a blanket automatic waiver of subrogation endorsement [CG7063 12/11, CA7118 11/09 & WC420304A] that provides this feature only when there is a written contract between the named insured and the certificate holder that requires such status. Primary Non -Contributory wording per endorsement [CG7085 12/11]. Cancellation per attached [IL7045 05/07]. See Attached... CERTIFICATE HOLDER CANCELLATION City of Fort Worth 1000 Throckmorton Street Fort Worth TX 76102 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 49-rf © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD ACORO® AGENCY IBTX Risk Services DFW POLICY NUMBER CARRIER ADDITIONAL REMARKS AGENCY CUSTOMER ID: LOC #: ADDITIONAL REMARKS SCHEDULE NAIC CODE NAMED INSURED McClendon Construction Co, Inc. PO Box 996 Burleson TX 76097 EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE RE: Construction of Keller -Hicks Road from 800 Feet East of Alta Vista Road to Park Vista Boulevard - Project #00791 Page 1 of 1 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Co This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Policy Number CPP2051702 Policy ExpirationlCancellation Date Date 01/31/2014 01/30/2013 Named Insured Agency MCCLENDON CONSTRUCTION CO., INC. Agency Number 0755308 IBTX RISK SERVICES - SAN ANTONIO DORSEME! Policy Effective Date 01/31/2013 Account Number Issuing Company AMERISURE MUTUAL INSURANCE COMPANY 1 SECTION 11 WHO IS AN INSURED Is amended to add as an Insured anyperson or organrzatton'whom `your are required to add asan additional irysUred on this Policy under a written contractor writtert,agree rent relating: t'o_,;VP_tiri-h-Pitc'iSSD, The written contract or written agreement must require additional insured status for a time period during the term of this policy and be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" giving rise to a claim underthis policy. If, however, "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing within 30 days from such commencement and with customers whose customary contracts require they be named as additional insureds, we will provide additional insured status as specified in this endorsement, However, if you have entered into a construction contract subject to Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person(s) or organization(s) only applies to the extent permitted by Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. 2. SECTION I1-WHO IS AN INSURED is amended to add the following: tithe additional insured is: a. An individual, their spouse is also an additional insured. b. A partnership or joint venture, members, partners, and their spouses are also additional insureds. c. A limited liabilltycompany, members and managers are also additional insureds. d. An organization other than a partnership, joint venture or limited liability company, executive officers and directors of the organization are also additional insureds. Stockholders are also additional insureds, but only with respect to their liability as stockholders. e. A trust, trustees are also insureds, but only with respect to their duties as trustees. 3. The insurance provided to the additional insured under this endorsement is limited as follows: a. That person or organization is only an additional insured with respect to liability arising out of: Premises ou o _ t2) operations covera,, eric( tayoir,ccnii ease, aroccupy;or rtessthew� e same effect), inwhtci erations forthat addttona insure ten contractorwrlttenagreement also requires completed; eecoverage provided shall] Premises, as respects this provision, shall include common or public areas about such premises if so required In the written contract or written agreement. CG 70 851211 Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 2 Ongoing operations, as respects this provision, does not apply to "bodily Injury" or "property damage" occurring after (a) All work including materials, parts or equipment fumished in connection with such work on the project (otherthan service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (b) That portion of "your work" out of which the Injury or damage arises has been put to its Intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. b. The limits of insurance applicable to the additional insured are the least of those specified in the written contract or written agreement or in the Declarations of this policy. The limits of insurance applicable to the additional insured are inclusive of and not in addition to the limits of insurance shown in the Declarations, c. The additional Insured status provided bythis endorsement does not extend beyond the expiration or termination of a premises lease or rental agreement nor beyond the term of this policy. d. Ifa writterrcontractorwniten agreemenfas outlined above requires that additional insured status be pro ided by the use of CG 2tl 9 0 T 1 t35, then the terms; of that endorsement, which are shown below ,are Incorporated into this endo_ rsement as respects such additional insured, to the`extenthat such terms do not` restrict; coverage othewtse provided_ bythis endorsement'° ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE regimen erson or t;thatth ere Regritrod by VV ittenontract er eterms of GG 2{i t01185 apply (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability e'ismg out of "your orkk:forthatinsuredbyorforyou. Copyright, Insurance Services Office, Inc., 1984 CG 20 10 11 85 e. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including but not limited to: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design specifications; and (2) Supervisory, inspection, or engineering services. f. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following: 4 Other Irsurancs` Any coverage provided in this endorsement is excess over any other valid and collectible insurance available to the additional insured whether primary excess, contingent or on any other basis unless the whiter contract of written agreement requires thatthrs lhsurance`.be primary, ;In which case this_insurance will_be prtriiary i* out contribution from such other rhsurance_available to th'e add'rtii5nal insured Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 12 11 Page 2 of 2 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 4. Redistribution or replacement of your product", which has been recalled, by like products or substitutes; 5. Caprice or whim of the insured; 6. A condition likely to cause loss, about which any insured knew or had reason to know at the Inception of this insurance; 7, Asbestos, including loss, damage or clean up resulting from asbestos or asbestos containing materials; 8. Recall of your product(s)" that have no known or suspected defect solely because a known or suspected defect in another of "your product(s)" has been found. B. Under SECTION lit - LIMITS OF INSURANCE, paragraph 3. is replaced in its entirety as follows and paragraph 8. Is added: 3. The Products -Completed Operations Aggregate Limit is the most we will pay for the sum of: a. Damages under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY because of "bodily injury" and "property damage" included in the "products -completed operations hazard" and b. "Product recall expenses". 8. Subject to paragraph 5. above, $25,000 is the moat we will pay for all "product recall expenses" arising out of the same defect or deficiency. The insurance afforded by reason of provisions 1. through 6. of this endorsement is excess over any valid and collectible insurance (including any deductible) available to the insured whether primary, excess or contingent, and SECTION Iv., paragraph 4. Other Insurance is changed accordingly. 7 < BLANKET CONTRACTUAL LIABILITY RAILROADS) When a written contract or written agreement requirea Contractual Liability - Railroads, the definition of "insured contract' in Section V - Definitions is replaced by the following with respect to operations performed for, or affecting, a railroad: 9. "Insured Contract" means: a. A contract for a lease of premises. However, that portion of the contract for a tease of premises that indemnifies any person or organization for damage by lire to premises while rented to you or temporarily occupied by you with permission of the owner is not an 'insured contract"; b. A sidetrack agreement; c. Any easement or license agreement d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph f. does not include that part of any contractor agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 9 CG 70 6311 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. . POLICY NUMBER: CPP2051702 (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. 8. CONTRACTUAL LIABILITY - PERSONAL AND ADVERTISING INJURY Under SECTION 1 - COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted. 9. SUPPLEMENTARY PAYMENTS Under SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND t3, paragraph 1.b. is deleted and replaced with the following: 1. b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 10 - BROADENED WNO;IS AN;iNSURER r SECTION II - WHO iS AN INSURED is deleted and replaced with the following: 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. c. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your"executive officers" and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. Paragraphs (1)(a), (1)(b) and (1)(c) above do not apply to your "employees" who are: (i) Managers; (ii) Supervisors; Oil) Directors; or (iv) Officers; with respect to "bodily injury" to a co -"employee". 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees," other than either your "executive officers," (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business, However, none of these "employees" or "volunteer workers" are insured for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co.' employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; includes copyrighted material of Insurance Services Office, Inc. CG70631109 Page3of9 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 b. c. d. e. Page 4 of 9 To the spouse, child, parent, brother or sister of that co -"employee" or volunteer worker as a consequence of paragraph (1)(a) above; (c) Far which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraphs (1)(a) or (b)above; or (d) Arising out of his or her providing or failing to provide professional health care services except as provided in Provision 11. of this endorsement. (2) "Property damage" to property: (a) Owned, occupied or used by; (b) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your "employees," "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). Any person (other than your "employee" or "volunteer worker"), or any organization while acting as your real estate manager. Any person or organization having proper temporary custody of your property if you die, but only; (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Form. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. (2) (3) (b) arson or organtz tbofl o as ork contract' iet(er ofmitentorwo*oi an an architect, engineer or surveyor letter of intent or work order natured only with respect ising injury" arising out o We will provide additional insured coverage to such person or organization only: (a) for a period of 30 days after the effective date of the applicable "work contract", letter of intent or work order; or (b) until the end of the policy term in effect at the inception of the applicable "work contract", letter of intent or work order; whichever Is earlier. Coverage provided under this paragraph f. is excess over any other valid and collectible insurance available to the additional Insured whether primary, excess, contingent, or on any other basis unless the "work contract', letter of intent or work order requires this insurance be primary, in which case this Insurance will be primary without contribution from such other Insurance available to the additional insured. (4) This paragraph f. does not apply if form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. Includes copyrighted material of Insurance Services Office, Inc. CG70631109 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 Any person or organ'rzatiorrto whom you are Obligated by virtue cif:a wntten'eontract to provide; insurance such as rs afforded by this policy, but only with respect to liability arising,eut of they; maintenance or use of that part pre of artypremises teased to you, including common or public -areas about such`preinlses ►fso required in the contr°act,; However, no such person or organization Is an insured with respect to: (1) (2) Any 'occurrence" that takes place after you cease to occupy those premises; or Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. subdi youra lancet subdlvision,but ail ly as reapects lifOUrte'd_bi.thi:etate7of political solely because it has, issued a permit With respect fo operations performed by you or on However, no state or political subdivision is an insured with respect to: (1) • "Bodily injury", "property damage", "personal and advertising injury" arising out of operations performed for the state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard." rson or orgr;nlzahon who ]s tie lessor of equipment leased to you, nta46. to whom you are obligate a written coct to�provide insurance such as Is -afforded by this=policy, butoniy�wdh eirhabrlily arising out of the maintenance, operation or use of such equipment by you or a ut oonttactor on your behalf wrth.your permisalan and ;under your supervision However, no such person or organization is an Insured with respect to any "occurrence" that takes place after the equipment lease expires. surveyor:en"gagedby you-bui only with; respect to habildy ansrng ;out of yourrpremises or —"your wi However, no architect, engineer, or surveyor is an insured with respect to "bodily injury," "property damage," or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection, or engineering services. This paragraph j. does not apply if form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. ny manager, owner; Lessor; mortgagee, assignee.or receiver of premises, including land teased tot ou�.but onljrwrth respect to liability arising out of the ownership,: inainteriarjce cruse Ott of the premises or land leased:to y60L) However, no such person or organization is an insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy that premises, or cease to lease the land; or (2) Structural alteration, new construction or demolition operations performed by or on behalf of that person or organization. 3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision Is afforded only until the end of the policy period; b. Coverage A does not apply to "bodily injury" or"property damage" that occurred before you acquired or formed the organization; Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 11 09 Page 5 of 9 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 (2) Cease any further release, shipment, consignment or any other method of distribution of like or similar products until it has been determined that all such products are free from defects that could be a cause of loss under the insurance. 16. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations Is deleted and replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements In the Declarations are accurate -and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this coverage part if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by the Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal: 17 , RANSFER;OF RIGHTS (BLANKET. WAIVER OF SUBROGATION)t Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following: 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to Impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Paragraph 2.b, of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the following: b. 60 days before the effective date of the cancellation if we cancel for any other reason. Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 9. When We Do Not Renew is deleted and replaced with the following: 9. When We Do Not Renew a. We may elect not to renew This policy except, that under the provisions of the Texas Insurance Code, we may not refuse to renew this policy solely because the policyholder Is an elected official. b. If we elect not to renew this policy, we may do so by mailing or delivering to the first Named Insured, at the last mailing address known to us, written notice of nonrenewal, stating the reason for nonrenewal, at least 60 days before the expiration date. If notice Is mailed or delivered less than 60 days before the expiration date, this policy wilt remain in effect until the 61 st day after the date on which the notice is mailed or delivered_ Earned premium for any period of coverage that extends beyond the expiration date will be computed pro rata based on the previous year's premium. c. If notice is mailed, proof of mailing will be sufficient proof of notice. d. The transfer of a policyholder between admitted companies within the same insurance group is not considered a refusal to renew. 19. MOBILE EQUIPMENT REDEFINED Under SECTION V - DEFINITIONS, paragraph 12. "Mobile equipment", paragraph f. (1) does not apply to self- propelled vehicles of less than 1,000 pounds gross vehicle weight that are not designed for highway use. Includes copyrighted material of Insurance Services Office, Inc. Page 8 of 9 CG 70 63 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COM This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The premium for this endorsement is $ 1. BROAD FORM INSURED SECTION II - LIABILITY COVERAGE, A.1. Who Is An Insured is amended by the addition of the following: d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage under this provision is afforded only until the end of the policy period; (2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the organization; and (3) Coverage does not apply to an organization that is an "insured" under any other policy or would be an "insured" but for its termination or the exhausting of its limit of insurance. e. Any "employee" of yours using: (1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household. f. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow and while performing duties related to the conduct of your business or your personal affairs. om you agree in a written contract, written agreement or permit, to) --Under-spolicy, but onlywit respect to yourscovere " M This provision does not apply: (1) Unless the written contract or agreement is executed or the permit is issued prior to the "bodily injury" or "property damage"; (2) To any person or organization included as an insured by an endorsement or in the Declarations; or (3) To any lessor of "autos" unless: (a) The lease agreement requires you to provide direct primary insurance for the lessor; (b) The "auto" is leased without driver; and Includes copyrighted material of Insurance Services Office, Inc. CAA71181109 Page 1 of 5 CERTIFICATE OF LIABILITY INSURANCE ACORO® �.� 1/10/2013 DATE (MM/DD/YYYY) 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 IBTX Risk Services DFW 6363 N. State Hwy 161, Suite 100 Irving TX 75038 INSURED McClendon Construction Co, Inc. PO Box 996 Burleson TX 76097 COVERAGES ICONTACT NAME: PHONE Kristina Sukhu 14-989-7100 m INSURER(S) AFFORDING COVERAGE INSURER A:Amerisure Mutual Ins CO INSURER B : I INSURER C : I INSURER D : I INSURER : I INSURER : CERTIFICATE NUMBER: 303181568 REVISION NUMBER: I (Nc. No):214-596-9030 NAIC # 73396 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR IN$R WVD POLICY NUMBER IMMIDD/YYYYI IMMIDD/YYYYI LIMITS A CPP2051702 1/31/2012 1/31/2013 EACH OCCURRENCE GENERAL LIABIUTY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: I POLICY I^ I PR I LOC A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS X HIRED AUTOS A A X UMBRELLA LIAB X X SCHEDULED AUTOS NON -OWNED AUTOS OCCUR EXCESS LIAB CLAIMS -MADE I DED IX I RETENTON$0 WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N NIA CA2051701 CU2051703 WC2051704 1/31/2012 1/31/2013 1/31/2012 1/31/2013 1/31/2012 1/31/2013 $1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $1,000,000 MED EXP (Any one person) $10,000 I PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $2,000,000 COMBINED SINGLE UMI I (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE IAGGREGATE WC STATITU-S I 1OTH- fORY LIMFR E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYE $1,000,000 E.L. DISEASE - POLICY LIMIT I $1,000,000 $1,000,000 $ $ $ $2,000,000 $2,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, it more space is required) The General Liability and Automobile policies include a blanket automatic additional insured endorsement [CG7085 05/10 & CA7118 05/08] that provides this feature only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability, Automobile, and Workers' Compensation policies include a blanket automatic waiver of subrogation endorsement [CG7063 11/09, CA7118 05/08 & WC420304A] that provides this feature only when there is a written contract between the named insured and the certificate holder that requires such status. Primary Non -Contributory wording per endorsement [CG7085 05/10]. Cancellation see attached [CG0205 01/96, CA0244 06/04 & WC420601]. RE: Construction of Keller -Hicks Road from 800 Feet East of Alta Vista Road to Park Vista Boulevard - Project #00791 CERTIFICATE HOLDER CANCELLATION City of Fort Worth 1000 Throckmorton Street Fort Worth TX 76102 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies Insurance presided under the tolloo(ng: COMMERCIAL GENERAL UABIUTY COVERAGE FORM All of the terms, provisions, exdu6mns, and IMMOons of the Coverage form apply e0cepl as specll11a0y elated Gem*. Polley Number Agony Number Policy Effective Date CPP2051702 T66324 01/31/2012 Polly EopiragonlcanaualIon Date Date Account Number 01/31/2013 01/31/2012 200227/0 Named Insured Agency Issuing Company MCCLENDON INC. CONSTRICTION COMLANY, IBTX RISK SERVICES Al/ERISURE MUTUAL INS CO. COMPANY. 1. SECTION R- WHO IS AN INSURED Is carerded to add as an Insured any person orerg0Mte10n whom you are rego'ind to add as an addel0nal hawed on m' pacy coda a wr4len contract or written agreement relating to your Iwehess. The wrdlen contract or mitten agreement must require additional insured status for a tine period during the term of this porky and be executed prior to the 'bodily Injury', 'properly damage', or 'personal and adverOsing Injury giving rise to a dater under this pocky. If, Imever, 'your wake was commenced under alter of intent or work order, subbd to a subsequent reduction to writing within 30 days from such commencement and with customers whose customary contracts require they be named as addNonal Insureds, we w01 provide addlonal Insured stales as apenfed In Ws endorsement. 2. SECTION II • WHO IS AN INSURED is amended to add the Wowing. II the addit'0006 Insured la: a. M InON4duol, they speuso Is also an addilkrtM teamed. b. A partnerthp a joint venture, monitors, partners, and thew spouses are also addnknal Insureds. o. A Nailed tobiey company, members and mangers are also addg/nal insureds. d. M organizaton ether than a pa1inazaNts. joint venture or MAW /ability company. executVe d6cera end directors of the organization are also add4Lkn01 Insaeds. Slockhove(s are also additional insureds, but only with reaped to Char fbaiy as stocktwMers. a. A trust trustees era Woo Insureds, but only with respell to Thee dotes as trustees. 2. The Inaumn 00 provided lu the addtmnal imaged user W s ondwxnnnt b Foiled vet (oeows: a. That person or or9a1aalln Is only an additional Insured with respect to Ilabliy prising out of: (1) Premises you own. rent. lease, or occupy; (2) *meowing operations, unless the melee contract or wntten agreement also requires canplted operators coverage (or wording tome same effect), In witch case the coverage provkled shall extend to your computed operations for that add tonal insured. Promises, as respects INa provision, sine Include «ammo or public areas about such [treatises If so required in me mitten centred orwntlen agreement Inductee copyrighted material of Insurance Services Office, Inc. CO 70 SS 0510 Page 1 of 2 Policy Number: CPP2051702 Named Insured: McClendon Construction Company, Inc. (2) Cease any father release. shipment, consignment or any other method of distribution or Idea or smear prod r o mot 11 has been determined that Meech praki ors ere free from defects that could be a cause of loss under the insurance. 16. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations Is deleted and replaced with die loaning: 6. Representations By accepting This poky, you agree: a. The statements in the Cadara0oris are accurate end template; b. Those statements are based upon representations you made to us; end c. We have Issued dig policy In reform upon your representations. Wo win not deny coverage under Ws coverage pan it you unintentionally fait to dlsdose e0 hazards existing as of the inception date of this poky. You must report to us any knowledge of on error or omission in the description re any premises or oporoUms Intended Io be covered by the Coverage Pam as soon as preakede a0er Its discovery. However, Ibis provision does nol a0ec1 our right to coded additional premium or exercise our tight of cancellation or noaenews. 17. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Paragraph I, Transfer of Rights Of Recovery Against Others To Us Is deleted and replaced with the fokowin9: S. N the insured has rights to recover as or pad of any payment vo have made under this Coverage Form, those rights are hans(orred to us. The traced must do nothing a(er loss to impair Thom. Al our request, the insured w9 bring 'suit" or transfer Vase rights bus and help us enforce them. However, II Ute insured has waived rights to recover through a mitten contract or 18 your wake was commenced under a ltler of Intent or nark order, sub)eg to a subsequent reduction to writing win customers whose cuslatory contracts require a we've', we waive any rtghl of recovery we may have under this Coverage Form. 18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Paragraph 2b. of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the following b. 60 days before the effective date of the ancefUon 0 we cancel for any ant reason. Under SECTION IV — COMMERCIAL GENERAL UABILITY CONDITIONS, Paragraph 0. When We Do Not Renew Is deleted and replaced with Cho meowing: 6. When We Do Not Renew a. Wo may elect not to renew Ohs poky e4cep4 that under the provisions of the Texas Insurance Coda, we may not refuse to renew, Otis patty sole;/ because the poocyholdor Is an elected official. b. If we elect not to renew Ws poly, we may do so by malag ordee0edng to the first Named Inured, el the last molerg address Iowwn to us. written nonce of nomonewal, stating Iho reason for nonrenewel, al least 60 days before the exp$u0on dale. If notice Is melted or delivered less than 60 days before the expirelbn date, lies pokywll remain in effect until the 6 (al day after the dale on witch the notice Is mated or delivered. Earned premium for any polled or coverage that extends beyond the expiration date owe be computed pro role Lased on Cho provlous seats premhun. c. I(noUce b ma0ed. proof of mating veil be sufficient proof of toile.. d. The transfer ol a policyholder between admitted companies w.60n the servo insurance group Is not considered a refusal to renew. 10. MOBILE EQUIPMENT REDEFINED Under SECTION V - DEFINITIONS, paragraph 12. Rdob6e equipment'. paragraph 1. (1) does not appy 10 self- propelled vehk6ea °(less than 1,000 pounds arose mntde wolghl that are not designed for highway use. Includes apyrighted material of Insurance Services Office, Inc. Page 8 of CO70631109 Orgong operations, oa respects Ibis prmiskn, does not apply 10 'toddy Inlay or'property damage' occurring a0en (a) AU work Including materials, parts or eglipmenl furnished in connection web such work on the prolog (olher than service, m,lmonanco or ropaus) to be pedemod by or on behalf of the ad alonol Insured(e) el the site of the covered operations has been completed; or (b) That portion ot'ye°, teak' out of which the In(ary or damage arises has boon put l its intended use by any person or organization other Than another contractor or subcontractor engaged in performing operations fora principal as a part of the same pro(ect b. The emits of Insurance applicable to the additional insured are the last of hose sped0ed In the written contract or twillen agreement or In the Declarations el Ilea policy. The Enka of insurance applicable to the addlbnal Insured are Inclusive of and not In addition to the emits of Insurance shown In the Declarations.. o, This additional Insured status provided by this endorsement does not extend beyond the 20pketlon or termination of A premises lease orrental agreement nor beyond the term of INS policy. d. If a welkin contract or whiten agreement as outlined above requires Ihal addidm9 Insured status be prodded by the use of CG 20 1011 85, man the terms of Nat endosemem, with aro shown below, aro Ineorpereted Into this endorsement as respects such 000490ral Instead, to Use extent that such terms do not restrict coverage otherwise provided by UUs endorsement ADDITIONAL INSURED • OWNERS, LESSEES OR CONTRACTORS (FORMS) Yds endorsement modifies Insurance provided older the Io00Rg: COMMERCIAL GENERAL UABILNY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket Where Required by Written Contract or Agreement that me terms of CO 20 10 11 85 appry. (If no entry appears above, Infomnton required to complete this endorsement WA be shown in the Dedoraions 03 oppawb'o to Ns endorsement) WHO IS AN INSURED (Becton II) is amended to include as an insured the person a orgeruzal1on Shan In to Schedule, but only with rosporl to 0abolly e4slrg out of your work' for that frothed by or for you. Copyright Insurance Services Office, Inc, 1984 CG 20101185 e. The Insurance provided to the additional Insured does not apply to 'batty Mitey', *property damage', or 'personal and advertising injury' arising out ot an architect's, engineer's, or surveyor's radenne of or faaure to render any prolosslnal sonias Including but not sled la: (1) The preparing, approving, or reins, to prepare or approve neaps, drmsvgs, opinions, reports, surveys, Change ache, design specifications, and (2) Supervisory. Inspection, or engineering services. 1. SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS. paragraph 4. Other Insurance is deleted and replaced with the lonpwing: 4. Other Insurance, My coverage provided in this ende'sernent is excess over any other veal and co9eclbte Insurance avaleblo to the additional Insured whaler primary, excess, ocntin9an1, a on any other basis uaos° Vte written contract or mitten agreement rogutcas That this insurance be okne7, in which case ills Insurance will be prnary without contrbutmn bon such other insurance evadet4e to the additional Inured. Includes copyrighted maternal of Insurance Services Orlke, Inc. CO70860510 Paget of Policy Number: CPP2051702 Named Insured: McClendon Construction Company, Inc. COMMERCIAL GENERAL LIABILITY CG 02 05 01 98 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 'TEXAS CHANGES - AMENDMENT OF CANCELLATION PROVISIONS OR COVERAGE CHANGE Tits endorsement modifies Insurance provided under the feaoaig: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS ANO CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PROOUCTSICOMPLETED OPERATIONS LIARILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART to the eoanl of Canceralon or ns'arfal charge Nat reduces or NN % the insurance afforded b/ Ids Coverage Part, we ogee to mall prior written notce ot canceelalsln O material Change to; Name: Address: SCHEDULE ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS ENTERED INTO A WRITTEN CONTRACT WHICH REQUIRES WRITTEN NOTICE OF CANCELLATION AS PER CERTIFICATES ON FILE WITH THE COMPANY A Number o/ days mimeo notice: 30' (If no entry appears above, 6dama6on required to complete this endorsement will be shorn in the Dedications as eppicable to Ids endorsements.) 'EXCEP I IN THE EVENT OF CANCELLATION FOR THE NONPAYMENT OF PREMIUM FOR WHICH 10 DAYS NOTICE SHALL BE GIVEN. CG 02 05 01 96 Copyright, Insurance Services Oltce, h,:., 1994 ►age l 011 0 Policy Number: CA2051701 Named Insured: McClendon Construction Company, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided wider the BU5INE55 AUTO COVERAGE FORM Mei respect to coverage provided by this endorsement the provisions of the Coverage Form appyunless modified by ltw ervevenront. The premium for this endorsement is 4 1. BROAD FORM INSURED SECTION II • LIABILITY COVERAGE, A.1. Who Is An Insured is amended by the addition of the Mowing: d. Any Organization you nevdyacqube or Torn, other than o partnership, plat Venture or United tlab(tlry company, and over which you maintain ownership or a majority interest, will wally as a Named Insured. However, (1) Coverage under this provision Is afforded only unit the end of the policy period; (2) Coverage does not apply to 'accidents or loss' that occurred before you acquired or famed the organization; and (3) Coverage does not apply to an organization that is an Insured under any other policy or would be an Insured' but for Its termination or the a t:ausOng of ins 8m11 of Insurance e, Any 'employee" of your uakg: (1) A coveted "auto -you do not owe,Nre or borrow, a s 050004 auto" net owned by the "employee's a member of his or her household, while performing ducks related to the conduct of you business or ya r persawl attars; a (2) An 'auto' hired or rented under a contract or agreement in Thal'empoyee's' name, with your permission, while performing duties related to the conduct of your business. However, your -employee-does nor qualify as an Insured under this paragraph 12) white using a covered -auto rented from you or from any member or the 'employee's" household. Your members, if you are a funilod 8abl1y company, while using a covered 'auto' you do not ovm. hire or borrow and whore periwintng dales related to Ilse conduct of your business or your personal affairs. Any person 00 0ganizalion vrilh whom yeu agree Ina welten contract, written agreement or permit. to provide insurance sudh as is afforded under this policy, but only with respect to your covered "autos'. This provision does not apply. (1) Unless the written contract or agreement Is executed or the permit is Issued pier to the toddy Injury or -property damage (2) To any person or organization tweeted as an insured by an endorsement 00 In the Declarations:or (3) To any lesser O.:solos' tallow (a) The lease agreement requires you to provide erect primary insurance for the lessor; (b) The "auto" is leased without a driver and (c) The lease had not expired. f. Includes copyrighted material of Insurance Servkes Office, Inc., with its permission. Copyright insurance Services Ortke, Inc, 2005 CA7110 o000 Pagel of0 Policy Number: CA2051701 Named Insured: McClendon Construction Company, Inc. (1) Wear and tear, freezing. mechanical or electrical breakdown. However, this exclusion does not Include the discharge of an airbag. (2) Blowouts. 900010res or other road damage to tires. 8. GLASS REPAIR — WAIVER OF DEDUCTIBLE Section III — PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: No deductible applies to glass damage if the glass Is repaired rather than replaced. 9. COLLISION COVERAGE— WAIVER OF DEDUCTIBLE Under Section Ill - PHYSICAL DAMAGE COVERAGE, D. Deductible Is amended to add the following: When than Is a loss In yaw r000nod'a:On" inward for enuidnn (irv0ra0a, nn ried,uoN, ixtl apply M the Nss was caused by a co) ison with another 'auto" insured by us. 10. KNOWLEDGE OF ACCIDENT Under SECTION IV • BUSINESS AUTO CONDITIONS, A. Loss Conditions, 2. Duties In The Event Of Accident, Claim, Suit Or Loss. paragraph a. is deleted and replaced by tho following: a. You must see to It that we are not;6ed as soon as pracllcabk of an 'accident'. claim, "suit' or loss-. Knowledge of an "accident, claim, "suir orloss' by your 'employees" shall not, In Itself constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you area limited liabidy company) has knowledge of the 'accident", claim, -suitor loss". Nonce should include: (1) How, when and where the "acckknr or loss' occurred; (2) The insured',' name and address: and (3) To the extent possible, the names and addresses of any injured persons and witnesses. 11. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Under SECTION IV • BUSINESS AUTO CONDITIONS, A. Loss Conditions paragraph 5. Transfer Of Rights Of Recovery Against Others To Us Is deleted and replaced by the following: u. Transfer Of Rights Of Recovery Against Others To Us II any person or organization to or for whom we make payrneet wider this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or aganizalion meal de everything necessary to secure as rights and most do wiling after-accldonr or less' to hnpalr ahem, However, if the Insured" has waled rights to recover through a written contract. or it your work was commenced under a letter of Intent oe work order, subject to a subsequent reduction In writing with customers whose customary cnmmcts require a waiver. we wale any right of recovery we may have under this Coverage Form. 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS tinder SECTION IV • BUSINESS AUTO CONDITIONS, B. General Conditions. paragraph 2. Concealment, Misrepresentation Or Fraud Is amended by the addition of the following: We will not deny coverage under (his Coverage Fora 8 you unintentionally fag to disclose all hazards existing as of the inception date of this policy, You must report to us any knowledge of an error 0 omission In your representations as soon as practicable after its discovery. This provision does not affect our right to collect addNaol premium er exercise our right of cancellation or non -renewal Includes copyrighted material of Insurance Services Office, Inc., Wilk Its permission. Copyright Insurance Services Office, Inc., 2005 Page 4 of 6 CA71100500 Address Policy Number: CA2051701 Named Insured: McClendon Construction Company, Inc. Leased "autos' covered under this provision will be considered covered 'autos' you own and not covered 'autos you hire, h. Any logaily Incorporated organization 00 subsidiary in which you own more than 5014 of the voting stock on the effective date of this endorsement. This prmwkirai dn., ne4 apply000110 Ngip uy'nr'pnpndy damage for which an Snsurod'!s eke en Insured under any other automobile pokey or vrouel bean Insured under such a polcy, but for Its termination or the exhaustion of its limits of Insurance. 0Mess such poky was written to apply specifically in excess of this policy. 2. COVERAGE EXTENSIONS • SUPPLEMENTARY PAYMENTS Under Section II • LIABILITY COVERAGE. A,,a. Supplementary Payments, paragraphs (2) and (4) are deleted and replaced as follows: (2) Up to $2,500 for the cost of bag bonds (lodudirq bonds for related traffic law violations) required because of an "accident' we cover. We do not have to furnish these bonds. (4) All reasonable expenses inconad by the Insured' at our request, Including actual Loss of earnings up to $500 a day because of time off from work. 3. AMENDED FELLOW EMPLOYEE Feet IISION Under SECTION II • LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee Is deleted and replaced by the redwing: 'Noddy inionr to any legmv'empbyeo'of the Insured arising out of and In 01e cause of the fellow "employee's employment or while performing duties related to the conduct of your business. However, Ills exclusion does not apply to yew 'employees" that are oMeers or managers if the 'bodily bury' resuhs from the use of a covered `auto' you owe, hire et borrow. Covorago lc excate over any olhor colfoctiblo insurance. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under SECTION III • PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the Wowing is added: If any of your owned covered 'autos' are covered for Physkal Damage. we will provide Physical Damage coverage to 'autos" that you oryaa'employees' hire or borrow. under you name or the 'employee's' name, for the purpose of doing your worn. Wo will provide <de mo° equal to the broadest physkal damage cov0ago applicable to any covered 'auto' shown in the Declarations, Item Three, Schedule of Covered Autos You Own, or on any endorsements amendna this schedule, B. Under SECTION III- PHYSICAL DAMAGE COVERAGE, AA. Coverage Extenslons. paragraph b. Loss Of Use Expenses is deleted and replaced with the following: b. Loss IN Use Expenses For Hired Auto Physkal Damage, we veil pay expenses tor which an Insured' becomes leggy responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contract or agreement. We wilt pay for oss of use expenses if caused by: (1) Other than collision, only if the Dedarabons indkale that Comprehensive Coverage is provided for any covered 'auto"; (2) 5pec18ed Causes of Loss. only if the Declarations Imitate that Specified Causes Of Loss Coverage Is provided for any covered 'auto'; or (3) Cotisket wily 1f the Dectuallwo kldisalu mud Culiskxl Ceverage is puvided (or any covered 'auto'. However. the most we will pay for any expenses for loss of use is $30 per day, to a maximum of 32,000. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Copyright Insurance Services Office, Inc., 2005 Pogo 2 of 6 CA 71 10 05 00 POLICY NUMBER: CA2051701 COMMERCIAL AUTO CA02440604 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CANCELLATION PROVISION OR COVERAGE CHANGE ENDORSEMENT Tlrh endorsement modfies Ins:mews provided tinder the lo'owkg: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERCOVERAGE FORM TRUCKERS COVERAGE FORM polh mspecl o cove's o provided by th's 0rd:use: tent, the provision of the Coverage Form apply unless moth - This Endorsement Effective: 01/31/2012 Nemeth Imucd:, McClendon Construction Company, Inc, Number of Days' Notice 30 CouMOS+d R1: SCHEDULE �i hod fWq'ommlva Name 0tPerson Or Organization ANY PER60R OR 0110AN100110N WITH WO( let tIAMRD 1NSIMPD 0Ae ...NEV )ere A /allrtfr C./TRACT 1..QU101110 /MITTEN 110T1<ti OF CANCELIAT1011 DEN CER•I5PICATSS of PILE MITI GRIMY. BEDEW t0 DAYS I3TI0E SHALL nil 01v&1 FOR Wks-PartiE0T If IHs policy Is canceled 0 rmlelialy thieved to reduce or restrict coverage, we wit null notice 01 cancellation or charge re Um person or Drearizobn named N the Schedule. Wo will give the rumba of days Doke Indk0ed the 5chodu'e. CA 07 44 06 04 V ISO Properties, Inc ., 2003 Page of 1 0 WORKERS COMPENSATION AND EMPLOYERS IlABILITY INSURANCE POLICY WC 42 03 04 A ([d. 1 001 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Rem 3.A. of the information Page. Wu have the tight to recover our payments from anyone liable for on injury covered by this policy. We will not enforce our right against Ole parson et organization named in the Schedule, but this waiver applies only with respect to bodily Injury arising out of the operations described In the Schedule whore you aro tauuirad by a written contract to obtain this waiver from us. This endorsement shalt not operate directly or Indirectly to benefit anyone not named M the Schedule. The premium for this endorsement is shown In the Schedule. Schedule I. 1 )Specific Waiver Noma of person or organization IXI131enket Waiver Any person or organization for whom Ito Named Insured has agreed by written contract to furnish this waiver, 2. Operations: 3. Premium Tho premium charge for this endorsement abet' be ,020 percent of the premium developed on payroll in connection with work performed for the shove per0eoniol or orgerhationlsl arising out of the operations described. 4. Advance Prone., This sndo.aonwnt changes tits policy to which It Is attached and le afresh.. on lha date IssuW unto., otherwise elated. IThe Infomrailon below is required only when this endorsement le leaved subsequent 10 preparation of the policy.' Endorsement EllactNe 01/31/12 Patty No. WC2051304 Endorsement No. Insured McClendon Construction Company, Inc. Premium A Insurance Company Ameriaare Mutual Insurance Countersigned by WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 00 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas IS chows In Isom 3,A, of Iho Information Page. In the event of cancellation or other material change of the policy. we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown In the Schedulo. This endorsement oboe not operate directly or indireotly to benefit anyone not nomad In the Schedule. Schedulo 1. Number of days advance notice: 30 'EXCEPT IN THE EVENT OF CANCELLATION FOR NON-PAYMENT OF PREMIUM FOR WHICH 10 DAYS SHALL BE GIVEN, 2. Notice will be mailed to:ANY PERSON OR ORGANIZATION WITH WHOM THE NAMED INSURED HAS ENTERED INTO A WRITTEN CONTRACT WHICH REQUIRES WRITTEN NOTICE OF CANCELLATION Thla endorsement changes the policy to which It Is attached and is effective on Use dale Issued unless otherwise elated. (ins information below Is required only when this endotaemenl le Issued subsequent to preparation of Iho policy.) Endnwa,nent 101,01va 01/31/12 Poloy No. MC2051704 Endorsement No. Insured McClendon Construction Company, Inc. Pt. -nitwit A Insurance Company Ameri sure Mutual Insurance Cotntersignoa by WC 42 08 01 (Ed. 7.84) CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: Construction of Keller -Hicks Road from 800 Feet East of Alta Vista Road to Park Vista Boulevard PROJECT NUMBER: 00791 IS TO CERTIFY THAT : McClendon Construction. Inc. is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance (Public Ea. Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ Blasting Ea. Occurrence: $ Collapse of Building or structures adjacent to Ea. Occurrence: $ excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Contractual Liability Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. Agency Fort Worth Agent Address Insurance Co. By Title STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 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: August 17, 2012 Article 10 - 10.01 10.02 Unauthorized Changes in the Work 10.03 Execution of Change Orders 10.04 Extra Work Changes in the Work; Claims; Extra Work 38 Authorized Changes in the Work 38 10.05 Notification to Surety 10.06 Contract Claims Process Article 11 - 11.01 11.02 11.03 Unit Price Work 11.04 Plans Quantity Measurement Article 12 - 12.01 Change of Contract Price 12.02 Change of Contract Time 12.03 Delays Article 13 - 13.01 13.02 13.03 Tests and Inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 14.03 14.04 14.05 14.06 14.07 14.08 14.09 Article 15 - 15.01 15.02 15.03 Article 16 - 39 39 39 39 40 Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 Cost of the Work 41 Allowances 43 44 45 Change of Contract Price; Change of Contract Time 46 46 47 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 48 49 49 50 50 51 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 Contractor's Warranty of Title 54 Partial Utilization 55 Final Inspection 55 Final Acceptance 55 Final Payment 56 Final Completion Delayed and Partial Retainage Release 56 Waiver of Claims 57 Suspension of Work and Termination 57 City May Suspend Work 57 City May Terminate for Cause 58 City May Terminate For Convenience 60 Dispute Resolution 61 16.01 Methods and Procedures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 61 Article 17 — 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: August 17, 2012 General Conditions Page I of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. 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: August 17, 2012 General Conditions Page 2 of 63 13. Change Order A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 Depai talent 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 fine 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. 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 General Conditions Page 6 of 63 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in 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: August 17, 2012 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 General Conditions Page 12 of63 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 13 01'63 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: August 17, 2012 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: August 17, 2012 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 indemni/ 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: August 17, 2012 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 terninated 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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 infonnation 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: August 17, 2012 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 tunes 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 perfonned 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: August 17, 2012 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 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 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 indeinnifi, 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.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 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 perfoiined 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 3lst 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: August 17, 2012 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not Iirnited 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: August 17, 2012 General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Array 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: August 17, 2012 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. httn:/'www.window.state.tx.us/taxinfo/taxfonns/93-for s.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: August 17, 2012 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 indemnifi, and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 Docutnents 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: August 17, 2012 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 perfoiiii the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOIJGHT 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, 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 classificationsagreed 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: August 17, 2012 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: August 17, 2012 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 teen Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, 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 perfoiuied 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: August 17, 2012 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 tunes 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: August 17, 2012 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August I7, 2012 General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.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.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; 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: August 17, 2012 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: August 17. 2012 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: August 17, 2012 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: August 17, 2012 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 perfoiin 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: August 17, 2012 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 WORTI-I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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: August 17, 2012 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. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 perfouiied; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 58 of63 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 #20020-12-2011established 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: August 17, 2012 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.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 tunes, 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: Aueust 17, 2012 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.D 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: August 17, 2012 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 fine 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 confinnation 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: August 17, 2012 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: August 17, 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of i 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 and Specifications shall govern over standard details. 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 37 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 38 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 39 and do not bind the City. 40 41 If Contractor considers the final easements provided to differ materially from the representations on the 42 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 43 notify City in writing associated with the differing easement line locations. 44 45 46 47 SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE 1I City Project No. 00791 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 2 Utilities or obstructions to be removed, adjusted, and/or relocated 3 4 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 5 as of 6 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 7 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 8 and do not bind the City. 9 10 SC-4.02A., "Subsurface and Physical Conditions" 11 12 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 13 14 A Geotechnical Report No. 07-1 123, dated November, 2007, prepared by STL Engineers a sub -consultant 15 of Teague, Nall and Perkins, Inc. a consultant of the City, providing additional information on the general 16 subsurface conditions for pavement design. 17 18 The following are drawings of physical conditions in or relating to existing surface and subsurface 19 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 20 None 21 22 SC-4.06A., "Hazardous Environmental Conditions at Site" 23 24 The following are reports and drawings of existing hazardous environmental conditions known to the City: 25 None 26 27 SC-5.03A., "Certificates of Insurance" 28 29 The entities listed below are "additional insureds as their interest may appear" including their respective 30 officers, directors, agents and employees. 31 32 (1) City 33 (2) Consultant: Teague, Nall and Perkins, Inc. 34 (3) Other: None 35 36 SC-5.04A., "Contractor's Insurance" 37 38 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 39 coverages for not less than the following amounts or greater where required by laws and regulations: 40 41 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 42 43 Statutory limits 44 Employer's liability 45 $100,000 each accident/occurrence 46 $100,000 Disease - each employee 47 $500,000 Disease - policy limit 48 49 SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 00791 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 l 2 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability insurance 3 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 4 minimum limits of: 5 6 $1,000,000 each occurrence 7 S2,000,000 aggregate limit 8 9 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 10 General Aggregate Limits apply separately to each job site. 11 12 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 13 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 14 15 SC 5.04C., "Contractor's Insurance" 16 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 17 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 18 19 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 20 defined as autos owned, hired and non -owned. 21 22 S 1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 23 least: 24 25 $250,000 Bodily Injury per person / 26 S500,000 Bodily Injury per accident / 27 S 100,000 Property Damage 28 29 SC-5.04D., "Contractor's Insurance" 30 31 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 32 material deliveries to cross railroad properties and tracks. None 33 34 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 35 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 36 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 37 Entry Agreement" with the particular railroad company or companies involved, and to this end the 38 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 39 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 40 to the Contractor's use of private and/or construction access roads crossing said railroad company's 41 properties. 42 43 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 44 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 45 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 46 occupy, or touch railroad property: 47 48 (1) General Aggregate: $Confirm Limits with Railroad 49 50 (2) Each Occurrence: $Confirm Limits with Railroad 51 52 Required for this Contract X Not required for this Contract 53 54 With respect to the above outlined insurance requirements, the following shall govern: 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 00791 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4of6 1 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at -grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company, separate coverage may be required, each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing, insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way, all such other work may be covered in a single policy for that railroad, even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named, as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04., "Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07., "Wage Rates" 35 36 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 37 Appendixes: 38 Heavy and Highway Construction Prevailing Wage Rates 2008, 2008 Prevailing Wage Rates 39 Construction Industry 40 41 SC-6.09., "Permits and Utilities" 42 43 SC-6.09A., "Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 45 TCEQ Storm water permits 46 47 SC-6.09B. "City obtained permits and licenses" 48 The following are known permits and/or licenses required by the Contract to be acquired by the City: 49 1. TCEQ Storm water permits 50 51 52 53 54 55 SC-6.09C. "Outstanding permits and licenses" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 00791 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 l 2 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 3 4 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 5 6 SC-7.02., "Coordination" 7 8 The individuals or entities listed below have contracts with the City for the performance of other work at 9 the Site: 10 None 11 12 SC-8.01, "Communications to Contractor" 13 None 14 15 SC-9.01., "City's Project Representative" 16 17 The following firm is a consultant to the City responsible for construction management of this Project: 18 None 19 20 SC-13.03C., "Tests and Inspections" 21 None 22 23 SC-16.01C.1, "Methods and Procedures" 24 None 25 26 SC17.01.A MISCELLANEOUS FORCE ACCOUNT — INSTALL (3900.0111): 27 28 1. Any addendum made to the original contract drawings beyond the original scope shall be 29 paid for by means of this pay item. The City of Fort Worth has sole discretion as to the 30 use of this pay item and the contractor must have prior approval before beginning the 31 work involved. 32 2. Payment shall be made per each addendum installed at the unit price determined by the 33 city and the contractor and will include full compensation for all labor, tools, and 34 incidentals necessary to complete the work. 35 36 SC17.01.B MISCELLANEOUS UTILITIES FORCE ACCOUNT — SERVICES (3900.0112): 37 38 1. Any addendum made to the original contract drawings beyond the original scope shall be 39 paid for by means of this pay item. The City of Fort Worth has sole discretion as to the 40 use of this pay item and the contractor must have prior approval before beginning the 41 work involved. 42 2. Payment shall be made per each addendum installed at the unit price determined by the 43 city and the contractor and will include full compensation for all labor, tools, and 44 incidentals necessary to complete the work. 45 46 47 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 00791 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 SC17.01.0 MISCELLANEOUS SPRINKLER ADJUSTMENTS FORCE ACCOUNT — SERVICES 2 (3900.0112): 3 4 1. Any addendum made to the original contract drawings beyond the original scope shall be 5 paid for by means of this pay item. The City of Fort Worth has sole discretion as to the 6 use of this pay item and the contractor must have prior approval before beginning the 7 work involved. 8 2. Payment shall be made per each addendum installed at the unit price determined by the 9 city and the contractor and will include full compensation for all labor, tools, and 10 incidentals necessary to complete the work. 11 12 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE [I City Project No. 00791 01 II00-I SUMMARY OF WORK 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 I. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to" 10 I. 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 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 II00-2 SUMMARY OF WORK Page 2 of 3 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 I) 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 I. 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 l6 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 associated with easements, including removal, 40 temporary closures and replacement, shall be subsidiary to the various items bid 41 in the project proposal, unless a bid item is specifically provided in the 42 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 II00-3 SUMMARY OF WORK 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 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Page 3 or KELLER HICKS ROAD, PHASE 11 City Project No. 00791 0I2500-I SUBSTITUTION PROCEDURES 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 25 00 SUBSTITUTION PROCEDURES Page I ot'4 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 0I2500-2 SUBSTITUTION PROCEDURES I'agc 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 l KELLER HICKS ROAD, PHASE II City Project No. 00791 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] 1 l 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 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 0131 19- 1 PRECONSTRUCTION MEETING 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING Page 1 of 3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 (113119-2 PRECONSTRUCTION MEETING Page 2of3 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 li. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 KELLER HICKS ROAD, PHASE 11 City Project No. 00791 0131 19 - 3 ['RECONSTRUCTION MEETING 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 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Page 3 of 3 KELLER HICKS ROAD, PHASE II City Project No. 00791 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 (Specifier: This Specification is intended/or use on projects designated as Tier 3 or Tier 4.J 4 PART 1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations 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 [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 31 20-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1 Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 c. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 013120-3 PROJECT MEETINGS Page 3of3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 I) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 013216-1 CONSTRUCTION PROGRESS SCHEDULE 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 5 A. Section Includes: 6 I. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 l 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 I0 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE' Page 4of5 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE 1I City Project No. 00791 013216-5 CONSTRUCTION PROGRESS SCHEDULE 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 6 7 8 Page 5 of5 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. 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 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 013233-1 PRECONSTRUCTION VIDEO 1 2 SECTION 01 32 33 PRECONSTRUCTION VIDEO Page 1 of 2 3 PART 1- 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 013233-2 PRECONSTRUCTION VIDEO 1 PART 3 - EXECUTION [NOT USEDI 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 3 PART1- GENERAL SECTION 01 33 00 SUBMITTALS 013300-I SUI3MITTALS Page 1 of 8 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 t) 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 3300-2 SUI3MITTALS Page 2 of 8 I d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 %2 inches x 1 linches. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20l l KELLER HICKS ROAD, PHASE II City Project No. 00791 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled 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 instnictions 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 013300-4 SUBMITTALS Page 4of13 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: I 1 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 I) 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 KELLER HICKS ROAD, PHASE II City Project No. 00791 013300-5 SUBMITTALS Page 5of8 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 01 33 00 - 6 SUBMITTALS Page 6of8 l) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 I) "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 the 16 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 Working Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I KELLER HICKS ROAD, PHASE II City Project No. 00791 (I3300-7 SUBMITTALS Page 7 of 8 l 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 I . 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 013300-8 SUBMITTALS Page 8 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 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 013513-I SPECIAL PROJECT PROCEDURES 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 8 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 1. {Coordination with North Central Texas Council of Governments Clean 19 Construction Specification [remove if not required] } 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 — General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, 1'HASE 11 City Project No. 00791 (11 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site . 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items l7 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 25 Specification 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Coordination with the Texas Department of Transportation 28 1. When work in the right-of-way which is under the jurisdiction of the Texas 29 Department of Transportation (TxDOT): 30 a. Notify the Texas Department of Transportation prior to commencing any work 3 I therein in accordance with the provisions of the permit 32 b. All work performed in the TxDOT right-of-way shall be performed in 33 compliance with and subject to approval from the Texas Department of 34 Transportation 35 B. Work near High Voltage Lines 36 1. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 2. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 3. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 00791 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. Air Pollution Watch Days 18 1. General 19 a. Observe the following guidelines relating to working on City construction sites 20 on days designated as "AIR POLLUTION WATCH DAYS". 21 b. Typical Ozone Season 22 1) May 1 through October 31. 23 c. Critical Emission Time 24 1) 6:00 a.m. to 10:00 a.m. 25 2. Watch Days 26 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 27 with the National Weather Service, will issue the Air Pollution Watch by 3:00 28 p.m. on the afternoon prior to the WATCH day. 29 b. Requirements 30 1) Begin work after 10:00 a.m. whenever construction phasing requires the 31 use of motorized equipment for periods in excess of 1 hour. 32 2) However, the Contractor may begin work prior to 10:00 a.m. if: 33 a) Use of motorized equipment is less than 1 hour, or 34 b) If equipment is new and certified by EPA as "Low Emitting", or 35 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 36 alternative fuels such as CNG. 37 E. Use of Explosives, Drop Weight, Etc. 38 1. When Contract Documents permit on the project the following will apply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section 01 31 13 43 F. Water Department Coordination 44 1. During the construction of this project, it will be necessary to deactivate, for a 45 period of time, existing lines. The Contractor shall be required to coordinate with 46 the Water Department to determine the best times for deactivating and activating 47 those lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 0079I 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischiet) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 G. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 c) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 H. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE 1I City Project No. 00791 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of l 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 I. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 J. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 3. Railroad Flagmen 33 a. Submit receipts to City for verification of working days that railroad flagmen 34 were personnel were present on Site. 35 K. Dust Control 36 1. Use acceptable measures to control dust at the Site. 37 a. If water is used to control dust, capture and properly dispose of waste water. 38 b. If wet saw cutting is performed, capture and properly dispose of slurry. 39 L. Employee Parking 40 1. Provide parking for employees at locations approved by the City. 41 M. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 42 Construction Specification [if required for the project — verify with City] 43 1. Comply with equipment, operational, reporting and enforcement requirements set 44 forth in NCTCOG's Clean Construction Specification.] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE II City Project No. 00791 01 35 13 - 6 SPECIAL PROJECT PROCEDURES 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 13 Revision Log DATE NAME SUMMARY OF CHANGE July 2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Page 6 of 8 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 EXHIBIT A 2 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 1 o Mapsco Location: 1 1 Limits of Construction: 12 13 14 15 01.3513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 (To be printed on Contractor's Letterhead) 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 1s 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised KELLER HICKS ROAD, PHASE 11 City Project No. 00791 013513-8 SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Dates FORT WORTH DOE HO. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Page 8 of 8 KELLER HICKS ROAD, PHASE II City Project No. 00791 (114523- 1 TESTING AND INSPECTION SERVICES Page I of 2 1 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PART 1- 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 0I4523-2 TESTING AND INSPECTION SERVICES Page 2of2 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 l4 c. Material delivered 15 B. Inspection I 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 30 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 2 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 015000-2 TEMPORARY FAClL1'TIES AND CONTROLS Page 2 01'4 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 50110-3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 l . 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 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE 11 City Project No. 00791 (II 5526-I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 SECTION 01 55 26 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2of3 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 constniction 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 I. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL 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 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201► Page 3 of 3 KELLER HICKS ROAD, PHASE lI City Project No. 00791 015713-I STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 3 PART 1 - 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 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2of3 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 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR 150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 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 15 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 015813-1 TEMPORARY PROJECT SIGNAGE 1 2 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE Page 1 of 3 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 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 58 13 -2 TEMPORARY PROJECT SIGNAGE Page 2of3 1 B. Materials 2 1. Sign 3 a. Constructed of/a-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 2 SECTION 01 60 00 PRODUCT REQUIREMENTS 01 60 00 - I PRODUCT REQUIREMENTS Page 1 of 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. A listing of the approved products for use in the City 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 attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 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 7 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 01 66 00 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1- 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 0I6600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 ► 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE 1I City Project No. 00791 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 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE 11 City Project No. 00791 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 014 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 2 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page I of 3 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2. Mobilization and Demobilization a. Mobilization: 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from one location to another location on the Site. b. Demobilization: 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 25 3. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 7000-2 MOBILIZATION AND REMOI3ILIZATION Page 2 of 3 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 City of Fort Worth Standards 20 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 2. Mobilization and Demobilization 27 a. Measurement and Payment 28 1) Work associated with this Item is considered subsidiary to the various items 29 bid. No separate payment will be allowed for this item. 30 3. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization preformed. 34 b. Payment 35 1) The work performed in accordance with this Item will be paid for at the 36 unit price per each "Specified Remobilization" in accordance with Contract 37 Documents. 38 c. The price shall include: 39 1) Demobilization as described in Section 1.1.A.2.a.1) 40 2) Remobilization as described in Section 1.1.A.2.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 4. Remobilization for suspension of Work as required by City 44 a. Measurement and Payment 45 1) This shall be submitted as a Contract Claim in accordance with Article 10 46 of 00 72 00 General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 017000-3 MOBILIZATION AND REMOI3ILIZATION Page 3 of 3 1 2) No payments will be made for standby, idle time, or lost profits associated 2 with this Item. 3 5. Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed in accordance with this Item will be paid for at the 9 unit price per each "Work Order Mobilization" in accordance with 10 Contract Documents. Demobilization shall be considered subsidiary to 11 mobilization and shall not be paid for separately. 12 c. The price shall include 13 1) Mobilization as described in Section 1.l.A.3.a.1) 14 2) Demobilization as described in Section 1.1.A.3.a.2) 15 3) No payments will be made for standby, idle time, or lost profits associated 16 this Item. 17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed in accordance with this Item will be paid for at the 23 unit price per each "Work Order Emergency Mobilization" in accordance 24 with Contract Documents. Demobilization shall be considered subsidiary 25 to mobilization and shall not be paid for separately. 26 c. The price shall include 27 I) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 3) No payments will be made for standby, idle time, or lost profits associated 30 this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 36 Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 2 3 PART 1 - GENERAL SECTION 01 71 23 CONSTRUCTION STAKING (II 7123-I CONSTRUCTION STAKING Page I of 3 4 1.1 SUMMARY 5 A. Section includes: 6 1. Requirements for construction staking. 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 I. 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. Construction Stakes 19 1. Construction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City, a sufficient number of stakes or markings have 29 been lost, destroyed or disturbed, by Contractor's neglect such that the 30 contracted Work cannot take place, then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 71 23 - 2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conformance with requirements of the Contract Documents. 5 a. Certificate must be sealed by a registered professional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 I. Documentation verifying accuracy of field engineering work 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced 13 in the necessary crafts and who are completely familiar with the specified requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION [NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD Lott] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 01 71 23 - 3 CONSTRUCTION STAKING Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 74 23 - 1 CLEANING Page 1 ad SECTION 01 74 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 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 017423-2 CLEANING Page 2 of 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oRi 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 3 4 5 6 7 8 01 74 23 - 3 CLEANING Page 3 of 4 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. 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 23 24 25 26 27 28 29 30 31 32 33 34 1. 2. 3. 4. 5. 6. 7. 8. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. Wash and shine glazing and mirrors. Polish glossy surfaces to a clear shine. Ventilating systems Clean permanent filters and replace disposable filters if units were operated during construction. Clean ducts, blowers and coils if units were operated without filters during construction. Replace all burned out lamps. Broom clean process area floors. Mop office and control room floors. a. b. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 74 23 - 4 CLEANING Page 4ot'4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 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 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 017719-2 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 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 7719-3 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 I. 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 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 2 3 PART 1- GENERAL 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 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 01 33 00 Submittal Procedures. All 28 submittals shall be 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 017823-2 OPERATION AND MAINTENANCE DATA Page 2of5 cl. 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 C. Cover 10 1) Identity 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised itdy 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 017523-3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 73 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 017823-5 OPERATION AND MAINTENANCE DATA Page 5ot'5 t 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 USED1 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 78 39 - 1 PROJECT RECORD DOCUMENTS l 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS Page 1 of4 5 A. Section Includes: 6 I . Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 017839-2 PROJECT RECORD DOCUMENTS Page 2of4 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 I. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 01 78 39 - 3 PROJ ECT RECORD DOCUMENTS Page 3 of d t 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 0I7839-4 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 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Projcct No. 00791 3305 14- I ADJUSTING MANHOLES, INLETS, VALVE, BOXES, AND OTHER STRUCTURES To GRADE Page I ot'6 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1 - 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. Section 1.2.A.1.c.6 was added. Section 1.2.A.2.c.6 was added. Section 1.3.B was 11 added. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 4. Section 33 05 13 — Frame, Cover and Grade Rings 18 5. Section 33 39 10 — Cast -in -Place Concrete Manholes 19 6. Section 33 39 20 — Precast Concrete Manholes 20 7. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 21 8. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve 22 9. Section 33 04 11 — Corrosion Control Test Station 23 10. Section 33 04 12 — Magnesium Anode Cathodic Protection System 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Manhole — Minor Adjustment 27 a. Measurement 28 1) Measurement for this Item shall be per each adjustment using only grade 29 rings or other minor adjustment devices to a grade specified on the 30 Drawings. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item will be paid for at the unit price bid per each "Manhole Adjustment, 34 Minor" completed. 35 c. The price bid shall include: 36 1) Pavement removal 37 2) Excavation 38 3) Hauling 39 4) Disposal of excess material 40 5) Grade rings or other adjustment device CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 31, 2012 [Insert Project Name] [Insert Project Number] 330514-2 ADJUSTING MANHOLES, INLETS, VALVE LOXES, AND OTHER STRUCTURES TO GRADE I'agc 2 of 6 l 6) Reuse of the manhole frame and cover 2 7) Furnishing, placing and compaction of embedment and backfill 3 8) Clean-up 4 2. Manhole - Major Adjustment 5 a. Measurement 6 1) Measurement for this Item shall be per each adjustment requiring structural 7 modifications to manhole to a grade specified on the Drawings. 8 b. Payment 9 1) The work performed and the materials furnished in accordance with this 10 Item will be paid for at the unit price bid per each "Manhole Adjustment, 11 Major" completed. 12 c. The price bid shall include: 13 1) Pavement removal 14 2) Excavation 15 3) Hauling 16 4) Disposal of excess material 17 5) Structural modifications, grade rings or other adjustment device 18 6) New 30" Frame and cover 19 7) Furnishing, placing and compaction of embedment and backfill 20 8) Clean-up 21 3. Inlet 22 a. Measurement 23 1) Measurement for this Item shall be per each adjustment requiring structural 24 modifications to inlet to a grade specified on the Drawings. 25 b. Payment 26 1) The work performed and the materials furnished in accordance with this 27 Item will be paid for at the unit price bid per each "Inlet Adjustment" 28 completed. 29 c. The price bid shall include: 30 1) Pavement removal 31 2) Excavation 32 3) Hauling 33 4) Disposal of excess material 34 5) Structural modifications 35 6) Furnishing, placing and compaction of embedment and backfill 36 7) Clean-up 37 4. Valve Box 38 a. Measurement 39 I) 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 "Valve Box Adjustment" 44 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 31, 2012 [Insert Project Name] [Insert Project Number] 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 6 1 5) Adjustment device 2 6) Furnishing, placing and compaction of embedment and backfill 3 7) Clean-up 4 5. Cathodic Protection Test Station 5 a. Measurement 6 1) Measurement for this Item shall be per each adjustment to a grade specified 7 on the Drawings. 8 b. Payment 9 I) The work performed and the materials furnished in accordance with this 10 Item will be paid for at the unit price bid per each "Cathodic Protection 11 Test Station Adjustment" completed. 12 c. The price bid shall include: 13 1) Pavement removal 14 2) Excavation 15 3) Hauling 16 4) Disposal of excess material 17 5) Adjustment device 18 6) Furnishing, placing and compaction of embedment and backfill 19 7) Clean-up 20 6. Fire Hydrant 21 a. Measurement 22 I) Measurement for this Item shall be per each adjustment requiring stem 23 extensions to meet a grade specified by the Drawings. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 27 Extension" completed. 28 c. The price bid shall include: 29 1) Pavement removal 30 2) Excavation 31 3) Hauling 32 4) Disposal of excess material 33 5) Adjustment materials 34 6) Furnishing, placing and compaction of embedment and backfill 35 7) Clean-up 36 7. Miscellaneous Structure 37 a. Measurement 38 1) Measurement for this Item shall be per each adjustment requiring structural 39 modifications to said structure to a grade specified on the Drawings. 40 b. Payment 41 1) The work performed and the materials furnished in accordance with this 42 Item will be paid for at the unit price bid per each "Miscellaneous Structure 43 Adjustment" completed. 44 c. The price bid shall include: 45 I) Pavement removal 46 2) Excavation 47 3) Hauling 48 4) Disposal of excess material 49 5) Structural modifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 31, 2012 [Insert Project Name] [Insert Project Number] 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BONES, AND OTHER STRUCTURES TO GRADE Page 4 of 6 l 6) Furnishing, placing and compaction of embedment and backfill 2 7) Clean-up 3 1.3 REFERENCES 4 A. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2. Texas Commission on Environmental Quality (TCEQ): 9 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 10 Related Structures. 11 B. Definitions 12 1. Minor Adjustment 13 a. Refers to a small elevation change performed on an existing manhole where the 14 existing frame and cover are reused. 15 2. Major Adjustment 16 a. Refers to a significant elevation change performed on an existing manhole 17 which requires structural modification or when a 24-inch ring is changed to a 18 30-inch ring. 19 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 31 2.2 MATERIALS 32 A. Cast -in -Place Concrete 33 1. See Section 03 30 00. 34 B. Modifications to Existing Concrete Structures 35 1. See Section 03 80 00. 36 C. Grade Rings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 31, 2012 [Insert Project Name] [Insert Project Number] 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES'TO GRADE Page 5 of 6 1 1. See Section 33 05 13. 2 D. Frame and Cover 3 1. See Section 33 05 13. 4 E. I3ackfill material 5 I. See Section 33 05 10. 6 F. Water valve box extension 7 1. See Section 33 12 20. 8 G. Corrosion Protection Test Station 9 1. See Section 33 04 11. 10 H. Cast -in -Place Concrete Manholes 11 1. See Section 33 39 10. 12 I. Precast Concrete Manholes 13 I. See Section 33 39 20. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION 19 A. Verification of Conditions 20 1. Examine existing structure to be adjusted, for damage or defects that may affect 21 grade adjustment. 22 a. Report issue to City for consideration before beginning adjustment. 23 3.3 PREPARATION 24 A. Grade Verification 25 1. On major adjustments confirm any grade change noted on Drawings is consistent 26 with field measurements. 27 a. If not, coordinate with City to verify final grade before beginning adjustment. 28 3.4 ADJUSTMENT 29 A. Manholes, Inlets, and Miscellaneous Structures 30 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 31 30-inch frame and cover assembly per TCEQ requirement. 32 2. On manhole major adjustments, inlets and miscellaneous structures protect the 33 bottom using wood forms shaped to fit so that no debris blocks the invert or the 34 inlet or outlet piping in during adjustments. 35 a. Do not use any more than a 2-piece bottom. 36 3. Do not extend chimney portion of the manhole beyond 24 inches. 37 4. Use the least number of grade rings necessary to meet required grade. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 31, 2012 [Insert Project Name] [Insert Project Number] 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 6 1 a. For example, if a I -foot adjustment is required, use 2 6-inch rings, not 6 2-inch 2 rings. 3 B. Valve Boxes 4 1. Utilize typical 3 piece adjustable valve box for adjusting to Final grade as shown on 5 the Drawings. 6 C. Backfill and Grading 7 1. Backfill area of excavation surrounding each adjustment in accordance to Section 8 33 05 10. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oa] SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 31, 2012 [Insert Project Name] [Insert Project Number] APPENDIX GC-4.01 Availability of Lands N/A GC-4.02 Subsurface and Physical Conditions • Geotechnical Engineering Report Project No. 07-1123 • Addendum No. 2 to Geotechnical Engineering Report Project No. 07-1123 GC-4.04 Underground Facilities N/A GC-4.06 Hazardous Environmental Condition at Site N/A GC-6.06.D Minority and Women Owned Business Enterprise Compliance • Minority Business Enterprise Forms GC-6.07 Wage Rates • Council Action Approval • Heavy & Highway Construction Prevailing Wage Rates 2008 • 2008 Prevailing Wage Rates Construction Industry GC-6.09 Permits and Utilities N/A GC-6.24 Nondiscrimination N/A GR-01 60 00 Product Requirements N/A CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE 11 City Project No. 00791 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE lI City Project No. 00791 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 EN GINE ,RS GEOTECHNICAL ENGINEERING REPORT PROPOSED PAVEMENT IMPROVEMENTS PHASE 2 KELLER HICKS ROAD/NORTH BEACH STREET FORT WORTH, TEXAS Prepared For: TEAGUE NALL & PERKINS, INC. 1100 MACON STREET FORT WORTH, TEXAS 76102 ATTN: MR. SCOTT A. GIBSON, P.E. NOVEMBER, 2007 PROJECT NO. 07-1123 r. IENGINKERS November 13, 2007 Mr. Scott A. Gibson, P.E. Teague Nall & Perkins, Inc. 1100 Macon Street Fort Worth, Texas 76102 Re: GEOTECHNICAL ENGINEERING REPORT PROPOSED PAVEMENT IMPROVEMENTS PHASE 2 KELLER HICKS ROAD/NORTH BEACH STREET FORT WORTH, TEXAS Dear Mr. Gibson: Submitted herewith are the results of a geotechnical investigation conducted for the referenced project. This investigation was performed in accordance with the scope outlined in our proposal No. 06-1323 dated October 26, 2006. Engineering analyses and recommendations are contained in the narrative section of the report. Results of our field and laboratory investigation are submitted in detail in the Appendix section of the report. We appreciate the opportunity to be of service to you on this project, and we would appreciate the opportunity to provide materials engineering -testing and geotechnical observation services during the construction phase of this project. Please contact us if you have any questions or need any additional services. Respectfully Submitted, STL Engineers Rodolfo Lomas, P.E. Geotechnical Engineer Copies Submitted: 3 y...O\�\\\\ik ��P�E O F TF•-i- klt ,'I *. %\ . * 11 *: *7 0 RODOLFO LOMAS -: •. 95773 .: ', ►►►t4`eS ONA 0 * Cott M. Pettit, P.E. Vice President Geotechnical Engineering • Environmental Consulting • Construction Materials Testing 8908 Ambassador Row • Dallas, Texas 75247 • Tel: 214-630-3800 • Fax: 214-630-3898 www.stlengineers.com nenniac • mac • 4I to . ur 1177,,,,., S ENGINEERS TABLE OF CONTENTS Page INTRODUCTION 1 PURPOSES AND SCOPE OF STUDY 1 FIELD OPERATIONS AND LABORATORY TESTING 1 GENERAL SITE CONDITIONS 2 ANALYSIS AND RECOMMENDATIONS 3 RECOMMENDATIONS FOR THE PLACEMENT OF CONTROLLED EARTH FILL 6 CONSTRUCTION OBSERVATIONS 7 REPORT CLOSURE 8 APPENDIX A Plate BORING LOCATION PLAN A.1 LOGS OF BORING A.2-A.16 KEY TO CLASSIFICATIONS AND SYMBOLS A.17 UNIFIED SOIL CLASSIFICATION SYSTEM A.18 SWELL TEST RESULTS.. A.19 LIME SERIES A.20 APPENDIX B Page FIELD OPERATIONS B-1 LABORATORY TESTING B-2 ENGINF E i. S PAVEMENT DESIGN SOLUBLE SULFATES TEST RESULTS APPENDIX C ENGINEERS GEOTECHNICAL ENGINEERING REPORT PROPOSED PAVEMENT IMPROVEMENTS PHASE 2 KELLER HICKS ROAD/NORTH BEACH STREET FORT WORTH, TEXAS INTRODUCTION We understand the proposed project will consist of repaving approximately 2,500 linear feet of Keller Hicks Road, between Alta Vista and Park Vista, and construction of a new section of North Beach Street with an approximate length of about 4,000 feet, extending north and east of its current terminus at Golden Triangle Boulevard. Plates A.1 a and A.1 b, in Appendix A, show the general location and orientation of the sites. This report was prepared in accordance with the City of Fort Worth Pavement Design Standards Manual (the manual), and the pavement design was performed with the "AASHTO Guide for the Design of Pavement Structures (current edition)" guidelines. PURPOSES AND SCOPE OF STUDY The principal purposes of this investigation were to evaluate the general subsurface conditions at the proposed site and to develop geotechnical recommendations for the design and construction of new pavements. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the subgrade materials; and (3) perform engineering analyses, using field and laboratory data, to develop pavement design criteria. Project No. 07-1123 Page 1 9 ENGINEERS FIELD OPERATIONS AND LABORATORY TESTING Subsurface conditions were evaluated by advancing 15 sample borings to a depth of 10 feet below existing subgrade. Borings B-1 through B-9 were drilled along the proposed alignment of the extension of North Beach Street, and Borings B-10 through B-15 were drilled along the existing Keller Hicks Road. The borings were drilled on September 24 and 25, 2007. Sample depths, descriptions of soils/rock, and classifications (based on the Unified Soil Classification System) are presented on the Logs of Borings, Plates A.2 through A.16. Keys to terms and symbols used on the logs are shown on Plates A.17 and A.18. Laboratory tests were performed on selected samples recovered from the borings to verify visual classification and determine the pertinent engineering properties of the soils encountered. Unconsolidated-Undrained (UU) triaxial shear tests were performed on selected clay samples to determine the strength of the subgrade soils to be used in the estimation of the California Bearing Ratio (CBR). Classification and strength test results are presented on the Logs of Borings. Swell test were performed on selected clay samples to evaluate the swell potential of the subgrade soils. Swell test results are presented on Plate A.19. Descriptions of the procedures used in the field and laboratory phases of this study are presented in Appendix B of this report. GENERAL SITE CONDITIONS Surface Conditions The site of the proposed North Beach Street extension consists of undeveloped land covered with short to medium grass and scattered trees; Keller Hicks Road consists of asphaltic concrete pavement throughout the road segment covered in this project. Project No. 07-1123 Page 2 Tri ENGINEERS Geology Geologically, the site is located within the Grayson Marl and Main Street Limestone undivided formation. The near -surface soils in surface outcroppings of this formation typically consist of residual clay soils with limestone of the primary formation. Subsurface Soil Conditions Descriptions of the various strata and their approximate depths and thicknesses are shown on the boring logs. A brief summary of the stratigraphy encountered in each of the borings is given below: • North Beach Street (B-1 through B-15) Approximately 2 feet of fill consisting of brown clay with limestone fragments was encountered at about half of the borings. Below the fill, and extending from the surface at the remaining borings, dark brown to brown clay was then encountered to a depth of about 6 feet. Tan clay and calcareous clay then followed to the termination depth of Borings B-2, B-3, B-4 and B-6, and tan limestone followed to the termination depth of the remaining borings (10 feet). Borings B-7 and B-8 encountered tan limestone at the surface and at 1 foot in depth respectively; the limestone extended to the termination depth of 10 feet. • Keller Hicks Road (Borings B-10 through B-15) Borings B-11 through B-14 were drilled through about 6 inches of asphaltic concrete pavement over approximately 10 to 18 inches of lime treated subgrade material. Borings B-10 and B-15 enocuntered about 4 feet of fill consisting of brown clay with limestone fragments. Following the pavement and fill, brown clay followed to the termination depth of Boring B-11 (10 feet), and to depths of about 6 to 8 feet at the remaining borings. Tan clay and calcareous clay then followed to the termination depth of the borings (10 feet). Due the high variability of the subsurface soils encountered, please refer to the attached Boring Logs for a more detailed description of the subsurface soils at specific locations. Project No. 07-1123 Page 3 ENGINEERS The Plasticity Index (PI) of the clay samples tested ranged from 19 to 41, indicating low to very high soil plasticity. A high Plasticity Index is generally associated with a high potential for swelling with changes in moisture. ANALYSIS AND RECOMMENDATIONS Pavement Design Recommendations We understand the new pavement improvements will consist of Portland cement concrete pavement. As described earlier, our design was performed using the AASHTO Guide for the Design of Pavement Structures in accordance with the City of Fort Worth Pavement Design Standard Manual. The streets were classified as collectors with annual ESALS of 100,000 in one direction, with a 25 year design life. Unconsolidated-Undrained triaxial tests were performed on selected clay samples recovered, and shear strength values from the tests were correlated with CBR and residual modules values as presented in Plate B.1 of the manual. The CBR value was estimated to be approximate 0.62 times the undrained shear strength of the soils tested; based on that relation, a CBR of about 5 was estimated for the subgrade at Keller Hicks road, and a CBR of about 12 was estimated for the subgrade at North Beach Street. These values correspond to resilient modulus values of approximately 5,488 psi and 10,636 psi respectively. We recommend a minimum thickness of 10 inches of Portland cement concrete (PCC) pavement for Keller Hicks Road, and a minimum thickness of 10 inches of PCC pavementforthe new pavement along North Beach Street. Lime treatment of subgrade is recommended for both streets and it is described in detail below. Parameters used in our design analysis for each street are presented in Attachment C. Concrete with a minimum 28 day compressive strength of 3,500 pounds per square inch should be used. The coarse aggregate in the concrete should consist of crushed limestone rather than rounded gravel. A summary of our recommendations is presented in the table below: Project No. 07-1123 Page 4 ENGINEERS Typ6:45 t ifie avemen#<.Tn ickness inl - =:��: j.:` ;a �. :Ti%i; .iir�?,u. tait:.il•.1; rade';Stabilizatoi"�' i p essivacStran4 e11er Hicksi`Roadu;:��: ";;:{;t'r ='' �;;.Nortli8'®aah,Stcee .,� ... .. ....- �.. ;i1.�'a ,_.aii�`l�ir ^,",iS-}'I�•iy:.. .. 4i!!_�-,.., .- i,f. %,'h; ... -. �'-,1;?.... .�. Collector Collector 10 Lime 3,500 10 Lime 3,500 Pavement Subgrade Preparation All topsoil, vegetation, and any unsuitable materials should be removed. The pavement subgrade should be proofrolled with a fully loaded tandem axle dump truck (or similar pneumatic -tire equipment) or a large, self propelled vibratory drum rollerweighirig at least 25 tons to locate areas of loose subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be performed prior to placement of engineered fill. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place. Limestone may be encountered at pavement subgrade elevation at some locations along the proposed North Beach Street. The limestone can be difficult to excavate and may require the use of heavy duty equipment to achieve pavement subgrade elevations. Grading and compaction of pavement subgrade should follow the procedures outlined in the section entitled "Recommendations for the Placement of Controlled Earth Fill". The final grades must be such that drainage is facilitated, and access of surface water to the subgrade materials is prevented. Subgrade Stabilization • North Beach Street Based on the swell tests results, the average swell for the samples tested along North Beach Street is 2.8%. Using an active depth of 10 feet (120 inches), the Swell Ratio (SR) of the subgrade is calculated to be SR=3.36. The manual states that for a SR greater than 1, the subgrade requires modification or stabilization. We recommend lime stabilization of the subgrade with a minimum of 6 percent lime (by dry Project No. 07-1123 Page 5 ENGINEERS soil weight) to a depth of 6 inches (28 pounds per square yard). Lime stabilization should be performed in accordance with Item STS 024 of the City of Fort Worth Pavement Specification. • Keller Hicks Road As discussed earlier, lime -treated subgrade was encountered under the existing pavement and swell test results for this road indicate a very low swell potential, however the number of swell tests that could be performed was limited due to the conditions of the samples recovered. In addition, the estimated CBR value of the subgrade is slightly above 5 which is one of the limiting factors to determine the need of soil stabilization as described in the manual. Even though the samples tested do not meet any of the requirements for soil stabilization described in the manual, we recommend Time -treatment of the subgrade based on the following factors: 1. The existing subgrade has been lime -treated. 2. Turn lanes will be added over currently exposed untreated subgrade. 3. CBR Value of the subgrade is close to the limit value for subgrade stabilization. 4. Lime and mix equipment will be in close proximity from the work at North Beach Street. We recommend a minimum of 6 percent of lime (by dry soil weight) to a depth of 6 inches (28 pounds per square yard) to treat the subgrade under new paved areas. If final grade will not change, we recommend mixing about 3 to 4 percent lime (by dry soil weight) to the upper 6 inches of subgrade (14 to 19 pounds per square yard) in areas currently under pavement to increase uniformity between currently treated and untreated areas. Lime stabilization should be performed in accordance with item STS 024 of the City of Fort Worth Pavement Specification. Soluble Sulfates in Pavement Subgrade From our experience, relatively high concentrations of soluble sulfates can be encountered randomly throughout the Dallas -Fort Worth Metroplex. Soluble sulfates can react with lime or cement, water, and clay minerals to create a new mineral called ettringite. Ettringite expands in volume upon formation, which can create heaving in the chemically -treated portion of the pavement subgrade. This sulfate - induced heave of the chemically -treated subgrade can manifest itself as slightly elevated and elongated mounds (commonly called "gopher trails") or blocks of clay subgrade thrust up and over adjacent subgrade. If present, soluble sulfates can occur in relatively small and randomly spaced locations. Protect No. 07-1123 Page 6 l V}. :1 4 ENGINEERS Analytical testing was performed to aid in risk assessment of sulfate -induced heave occurring, Analytical test results showing soluble sulfate concentrations greater than about 2,000 to 3,000 ppm are indicative of elevated risk of heave occurring. The sulfate tests performed at some samples recovered from this site resulted in non -detectable (ND) levels of soluble sulfates. However, ND test results do not necessarily indicate heaving will not occur. This is because sulfate -laden zones in the subgrade may be missed in the sampling process. However, in the residual soils of the Grayson Marl and Main Street Limestone formation, sulfate induced heaving is typically not a problem. A copy of the analytical test results is attached to this report. We recommend treatment of the subgrade as described previously in this report. However, the pavement subgrade should be kept moist and observed for sulfate -induced heave. In the unlikely event heaving occurs, remedial measures will be required. Remedial measures could include another application of lime or removal of the affected material and replacement with suitable fill material. We should be contacted for further evaluation and recommendations if sulfate induced heave of treated subgrade occurs. General As previously discussed, limestone was encountered at or near the surface at some boring locations, and we expect limestone to be encountered at pavement grade level during site grading, utility installation and other general excavations. The limestone can be hard to difficult to excavate and the contractor selected should haveexperience with excavation in hard limestone. All excavations should be shored, sloped and shielded in accordance with OSHA requirements. Groundwater seepage can occur at the ground surface where limestone is at or near the surface. Subsurface drains should be provided in areas where seasonal seepage may be objectionable. The drains should consist of 6 inch diameter slotted drain pipe embedded in a free -draining gravel medium. The gravel should be surrounded by a geo-textile filter fabric to prevent the intrusion of fines, and the drains should be sloped down to drain to storrn sewers or nearby drainage features. Subsurface Project No. 07-1123 Page 7 �e ENGINEERS drainage system should comply with specifications outlined in Section STS-021 of the Fort Worth Pavement Design Manual. Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because some swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from the pavement edges should be provided. Also, ditches or swales should be provided to carry the run-off water both during and after construction. Root systems from trees and shrubs can draw a substantial amount of water from the clay soils at this site, causing the clays to dry and shrink. This could cause settlement beneath grade -supported paving. Newly planted trees and large bushes should be located a distance equal to at least one-half their anticipated mature height away from the pavement edges. RECOMMENDATIONS FOR THE PLACEMENT OF CONTROLLED EARTH FILL Fill and Backfill Materials General site fill in the construction area should consist of on -site material approved by the Soils Engineer. Imported fill should comply with specifications requirements descried in Appendix C of the Fort Worth Pavement Design Standard Manual, and should be approved by the Soils Engineer. The fiil material should be placed in level, uniform layers, which, when compacted, should have moisture content and density conforming to the stipulations called for herein. Each layer should be thoroughly mixed during spreading to provide uniformity of the layer. The fill thickness should not exceed 8-inch loose lifts. Prior to and in conjunction with the compacting operation, each layer should be brought to the proper moisture content as determined by ASTM D 698. The clay soils should be moisture conditioned to a Project No. 07-1123 Page 8 ENGINEERS moisture content that is between 2 percentage points below optimum and 5 percentage points above optimum. After each layer has been properly placed, mixed and spread, it should be thoroughly compacted to between 95 and 100 percent of Standard Proctor Density as determined by ASTM D 698. Density Tests Field Density tests should be made by the Soils Engineer or his representative. Density tests should be taken in each layer of the compacted material below the disturbed surface. If the materials fail to meet the density specified, the course should be reworked as necessary to obtain the specified compaction. CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, during construction quite often anomalies in the subsurface conditions are revealed. Therefore, it is recommended that STL Engineers be retained to observe earthwork and pavement construction and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers, and the geotechnical engineer. Protect No. 07-1123 Page 9 ENGINEERS REPORT CLOSURE The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the sites; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that STL Engineers be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. This report has been prepared for the exclusive use of Teague Nall & Perkins and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No warranty, expressed or implied, is made or intended. • Project No. 07-1123 Page 10 ;----r� B-7 --- t - / savr LC.C4 nay i yr - B-9 (navL) N I41RrNC!(! DszIQ uvRcaoZAZ unun:S A! INS AREA Da A'IPFJE CAUTION Ma EDUCE! 200 400 ■ii m i u inuu+u 1110111111 SCALE: 1" = 200' FN 1JR -8 E L17pIItt.N (r/ B-1 B-3' µOft'•' --�� ,0P Pv4-OQO £1s1:VG ASPHALr PAIOENT HW VJNCU! MCAT ADERE.ROLgiD UAUAES M! 17i15 AREA. USE' &\71? c ovumMEH BORIW !! • 4, \, �, \ \ •yeRF`. Cq &-1-`\` lIB`-5` `-. --, r m PLATE A.1a BORING LOCATION DIAGRAM PROPOSED ROAD IMPROVEMENTS KELLER HICKS ROAD / NORTH BEACH STREET, PHASE II rr-t'A f1 RIDGEVIEW DR �Q. C KELLER-HICKS 5 SITE J Q GOLDEN TRIANGLE BLVD VICINITY MAP Not to Scale PROJECT NO.: 07-1123.00 FILE NAME 071123.DWG DRAWING BY: DF DATE REVISED BY: DATE REVISED BY: I DATE Z re 0 10/26/07 RIDGEVIEW DR i"):„t\iScr osz B-10 GOLDEN TRIANGLE BLVD VICINITY MAP Not to Scale —ICELLER1OCK-S ROAD c- • Siit051141XDIRE ------- _ _ .411 ta' • B-13. 200 400 1111011111i1lr111 1111 1 111111 11 1 1wIII SCALE: 1= 200' /1- EING ASPSIALT PALillENT !; 1 I: ,1 '1 - IMAM EaSMIG UnagOr.41.01.9 011.111ES IN 77•05 AREA EXTREME CAUI7OV WEN frOirdaLl 02.1171Z A.C.0HALT PLATE A.lb BORING LOCATION DIAGRAM BOW LOCATIONSITO BE ftilN ft, OT cam A-Cf1ALT _ PROPOSED ROAD IMPROVEMENTS KELLER HICKS ROAD / NORTH BEACH STREET, PHASE II 07- PROJECT NO.: 07-1123.00 FILE NAME: 071123.DWG DRAWING BY: OF I DATE 10/26/07 REVISED BY: I DATE REVISED BY: DATE! Project No. Boring No. 07-1123 B-1 Location Fort Worth, Texas Completion Completion Depth 10.0' Date 9-24-07 Surface Elevation a L — _ l ±411 —10 Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Type Auger Stratum Description FILL, reddish brown clay, with limestone fragments. Very stiff. CLAY, reddish brown. Very stiff. LIMESTONE, tan, weathered, with clay seams and layers. 0 17 Z O 0 N O O J 1 LOG OF BORING NO. B-1 U w d cn 111 `0` D7 03 4.5 4.5 4.5 4.5 4.5 4.5 o"C 00 O C N 0 0 o 2 , ram C` I •N 0 aU ( ai u»- a co 100/1.5" sir, U tri 'n ac 50 40 18 22 11 20 63 23 40 20 108 18 11 8432 Plate A.2 Boring Project No. Project No. Pro � Proposed Pavmenet Improvements S �' 07-1123 B-2 Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Location Water Observations —+ Fort Worth, Texas The boring appeared to be dry during drillng and upon completion of Completion Completion drilling. Depth 10.0► Date 9-24-07 Surface Elevation Type Auger Stratum Description ,/7 CLAY, brown and reddish brown. Very stiff. CLAY, tan gray, with calcareous nodules. Very stiff. 0 uu...,I ri- O.c H ' .�+N ��n.UI N a� '; i E - Oo z o �� v,�0 n O co mm m o o P L+-' j O m�'i, a'.,.5 - o 0 DC� to io 0 CD u ac 0 crE in E 'IA x 0 o c 0 v, , i I rz a. et cnF- a. to .JJ n. o.5 2v » .; 4.5 10 _. 4.5 12 4.5 50 20 30 17 4.5 17 3.0 21 3.5 76 56 21 35 19 106 89 3.5 20 4.5 16 4.5 21 4.5 20 H O 0 ti Z O n. O n O 0 N LOG OF BORING NO. B-2 Plate A.3 Project No. Boring No. 07-1123 B-3 Location Fort Worth, Texas Completion Depth 10.0' w 0. letion Date 9-2407 1 Surface Elevation Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Type Auger .Stratum Description CLAY, reddish brown. Very stiff. CLAY, tan gray, with calcareous nodules. Very stiff. CALCAREOUS CLAY, reddish brown. Very stiff. 0 w z 0 (.. ct 0 O 0 LOG OF BORING NO. B-3 w cc o o Eo a i°o aIx 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 3.5 3.5 ST1 r 0 . N 00 z EO m e o t-a y> a. U �v � uO r a rn v° of J J o roE a. 51 36 17 16 16 16 60 21 39 18 109 19339 19 20 19 16 118 6144 Plate A.4 Project No. Boring No. 07-1123 B-4 Location Fort Worth, Texas Completion Completion Depth 10 0' Date 9-24-07 O c 07-1123.GPJ RONE.GDT 11/5/07 pN c'a Surface Elevation Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 Water Observations The boring appeared to be dry during driling and upon completion of drilling. Type Auger Stratum Description CLAY, dark brown. Very stiff. CLAY, reddish brown, with calcareous nodules. Very stiff. CLAY, tan brown, with trace of gravel and calcareous nodules. Very stiff. a U W J .3 V o d. J (A13 a5 1 11 ENGINEERS w C rn o 16 4.5 17 4.5 18 4.5 82 60 22 38 18 4.5 20 4.5 61 23 38 21 114 3.5 4.5 3.5 3.5 12 14 16 19 0 a LOG OF BORING NO. B-4 Plate A_5 Project No. Boring No. 07-1123 B-S Location Fort Worth, Texas Completion Completion Depth 10.0' Date 9-24-07 Surface Elevation —10 Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Type Auger Stratum Description FILL, brown clay with limestone fragments. CLAY, dark brown. Very stiff. LIIVIESTONE, tan, weathered, with clay seams and layers. ti 17ic a z 0 a N Qa CO P- LOG OF BORING NO. B-5 0 U a N=57 sili4- ENGINEERS 4.5 36 16 20 13 114 19263 4.5 11 4.5 80 51 20 31 17 4.5 18 100/1.5" Plate A.6 r i 11 Project No. Boring No. Project Pro osed Pavmenet Improvements al iLi 07-1123 B-6 Keller Hicks Road/North Beach Street, Phase 2 FNGINEF" S Location Water Observations Fort Worth, Texas The boring appeared to be dry during drillng and upon completion of drilling. Completion Depth 10.01 ti 0.° Completion Date 9-24-07 Surface Elevation Type Auger Stratum Description FILL, dark brown clay, with gravel. Very stiff CLAY, dark brown, with calcareous nodules. Very stiff. CLAY, light gray and tan, with calcareous nodules. Very stiff. 0 ui z O cL d U m N O 0 n LOG OF BORING NO. B-6 o= V °.0 o Ncv N $3 0 o 0 Z E 0)mm era 04. �'6 c o ai .r "a ,s �a x r ;; 0 V w GGi ai°i o~. co,) m o_ er E c`oo E m 'oo c 0 t la Q aX u)►- a.u) J:J a:i a5 20 4.5 22 4.5 56 58 21 37 17 4.5 17 4.5 17 4.5 16 4.5 4.5 4.5 4.5 4.5 17 18 55 49 19 30 18 119 uh60 19 18 Platt. A7I Project No. Boring No. 07-1123 B-7 Location Fort Worth, Texas Completion Depth 10.0' 0 • a r- I) h O 0 w Z 0 07-1123.GPJ 111. Completion Date 9-2407 Project Proposed Pavmenet Improvements S 1,- Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Surface Elevation Type Auger Stratum Description LIIMESTONE, tan, with clay seams and layers. el o I V)) N u.. u. C N 2C a) 1-- 3 z o g ii (13 o f o o •o o mm c� o �o • c i^� o ma. • �� �v °�� �.x �0� oV c�ml w mN av 2 v cE as E m y o o � N �ti > > }-i 100/3" 100/2" 100/0.5" 60 14 0 0 LOG OF BORING NO. B-7 Plate A_S Project No. Boring No. 07-1123 B-8 Location Fort Worth, Texas Completion Completion Depth 10.0' Date 9-24-07 Surface Elevation Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Type Auger os Ov c N u' LL C N 3 • g a3 Stratum Description f -° m �o 0 0 c • w 0 c ro• u,?Er n.aa��� o CO ,- Q. u) a n a. 5 2 v r CLAY, dark brown, with limestone fragments. Very 4.5 59 38 21 14 stiff. v a 10 — 07-1123 GP,3 RONE.GDT 11/5/07 LIMESTONE, tan, weathered, with clay seams and layers. 100/2" 100/1.5" ST ENG1NEFRS .o CA 0 0 0 J LOG OF BORING NO. B-8 PlateA Project No. Boring No. 07-1123 B-9 Location Fort Worth, Texas Completion Depth 10.0' o. —10 0 0 z 0 Completion Date 9-24-07 Surface Elevation Project Proposed Pavmenet Improvements S r I1 1 Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS1 Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Type Auger Stratum Description CLAY, dark brown to brown tan, with calcareous nodules. Very stiff. LIMESTONE, tan, weathered, with clay seams and layers. o cra cD are 4.5 23 4.5 24 83 56 21 35 17 109 15479 17 46 18 28 14 4.5 4.5 4.5 4.0 100/0.5" crE N p ac r LL cr 0) fl ; a 12 al 0 • u- ▪ -v° . C C , 12 J LOG OF BORING NO. B-9 Plate A.10 Project No. Boring No. 07-1123 B-10 Location Fort Worth, Texas Completion I Completion Depth 10.0' I Date 9-25-07 Surface Elevation A' Q .73 0 �p c'a v] Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 ENGINEFRS Water Observations The boring appeared to be dry during drillng and upon completion of • drilling. Type Auger Stratum Description TC't FILL, tan brown and brown, with limestone nfragments. Stiff to soft of n1 n, CLAY, dark brown. Stiff. CLAY, tan and brown, with limestone fragments. Very stiff. 0 c� ui z 0 ri ti O 0 J LOG OF BORING NO. B-10 u' co o oOf tIO (LW 2.0 2.5 1.5 2.0 2.5 2.0 1.5 2.5 3.0 3.5 U Ili N 0 O 0 's. n Fa co 1 1 O! aU al.- co 1— a. u) o J.I U° E a:7 U VIV d.0 C 2v 20 78 48 18 ; 30 23 118 14 18 24 75 64 23 41 25 20 21 25 20 a n 0 63 Plate A.11 -1 Project No. Boring No. Project Proposed Pavmenet Improvements S TL- 07-1123 B-11 Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Location Water Observations Fort Worth, Texas The boring appeared to be dry during driling and upon completion of Completion Completion drilling. Depth 10 0' Date 9-25-07 w N. 0 w 2 ce0 Surface Elevation Type , s I Auger .0 „ oCl) 0 °3cl, -dry o Stratum Description • v min 0 0 0 . • o N m ° «+- a. x .� aU c- ca W aci ac°i a.. V al m o f c0a E v o a c `LI cc an: cm— o.vo .:r.j n.;3 a5 2c) n.1 ! ASPHALT PAVEMENT, 6 inches of asphalt over 8 inches of lime treated base. CLAY, dark brown, with calcareous nodules. Stiff. 1.5 14 25 • 2.0 75 54 20 34 22 2.0 67 62 22 40 29 90 2556 2.5 29 2.0 28 2.0 28 2.5 26 2.5 26 L7 c'1 N h O 0 LOG OF BORING NO. B-11 Plato A 17 Project No. Boring No. 07-1123 B-12 Location Fort Worth, Texas Completion Depth 10.0' Completion Date 9-25-07 Project Proposed Pavmenet Improvements SI1' T .h Keller Hicks Road/North Beach Street, Phase 2 ENGINEF"S Water Observations The boring appeared to be dry during driling and upon completion of drilling. Surface Elevation Type Auger Stratum Description ASPHALT PAVEMENT, 6 inches of asphalt over 8 inches of lime treated base. CLAY, dark brown. Stiff. CLAY, tan brown. Stiff. 0 0 ca c� z 0 0 N CC O 0 n J LOG OF BORING NO. B-12 'O o E J 3 P •i+ +S i7 X •'- a:1 U 2.0 13 2.5 27 1.5 57 22 35 25 104 54 2.0 25 2.5 19 2.0 22 2.0 13 3.5 78 30 16 14 13 Plate. A 11 Project No. Boring No. 07-1123 B-13 Location Fort Worth, Texas Completion Completion Depth 10.0' Date 9-25-07 Surface Elevation Project Proposed Pavmenet Improvements Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Water Observations The boring appeared to be dry during driling and upon completion of drilling. Type Auger Stratum Description ASPHALT PAVEMENT, 6 inches of asphalt over 10 inches of lime treated base. CLAY, brown, with calcareous nodules. very stiff to soft CLAY, tan brown, with sandstone seams. Very stiff. 0 0 z 0 a c� O O O J LOG OF BORING NO. B-13 si1i 4.3 &• cn -p fn +� C t0 . cu O • c ccc 4.0 16 4.5 13 1.0 51 38 17 21 14 108 2660 1.5 21 2.0 21 2.5 22 2.0 51 41 19 22 18 3.5 19 Plate A_14 rTri Project No. Boring No. Project Proposed Pavmenet Improvements S I 07-1123 B-14 Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Location Water Observations Fort Worth, Texas The boring appeared to be dry during di-illng and upon completion of Completion Completion drilling. Depth 10 0' I Date 9-25-07 Surface Elevation Type Auger Stratum Description ASPHALT PAVEMENT, 6 inches of asphalt over 12 inches of lime treated base. CLAY, dark brown. Stiff. CLAY, tan brown. Very stiff. 07-1123. GPJ ° t c o N � i N o E 'a F- 0 0 Z u 4 C Cli rJ]m Ce n pa j n C o c m F-0. N� a= N.1. v�i aa)i N I w may n.o a�.� of roE my '00 Ce 0. Z co - a. u, J J O. J a. G ': V 1.0 13 1.0 12 1.5 21 105 56 ' 1.0 37 41 18 23 14 2.5 22 2.0 19 3.0 64 52 20 32 23 3.5 24 a 0 0 LOG OF BORING NO. B-14 Plate A_15 Project No. Boring No. 07-1123 B-15 Location Fort Worth, Texas Completion Completion Depth 10 0' Date 9-25-07 Surface Elevation S c� ui z 0 a t9 rsi N Project Proposed Pavmenet Improvements Sr I 1 Keller Hicks Road/North Beach Street, Phase 2 ENGINEERS Water Observations The boring appeared to be dry during drillng and upon completion of drilling. Type Auger Stratum Description FILL, dark brown clay, with limestone fragments. Very stiff. CLAY, dark brown. Stiff. CLAY, tan brown, with limestone fragments. Stiff to very stiff. u. ' er o u 0 " 0 c • ALL tLC N AS C, , Li 'D 3 Z 4 0 E,� pb rn� a o �� o�n- 0 w m 2 at°i 'rsE E c�vb '0 o cd 'gin l n: O.d' U)i- O.v) JJ 0..1 n. C 2t) =--I »t=; 1 4.5 8 4.5 7 4.5 48 45 19 26 10 4.5 11 1.5 8 2.0 8 i.6 23 3 i Gi ' I1 s 4056 1.0 22 2.0 15 3.5 19 0 0 J 1 LOG OF BORING NO. B-15 Plate A_16 Major Divisions Grp. Sym. Typical Names Laboratory Classification Criteria 0 0 N N N a) aa)) O 0 z m (0 mC 0 o) — m 'C m O as 0 11) 0 m to O E 0 co a) CO E 0 0 0 1n ca CO a a c — as E in 'o 0 J 0 a) 0 1n a) > O E m a) 0 a 0. Clean sands (Little or no fines) WeII-graded gravels, gravel- GW sand mixtures, little or no fines 2 co 0 0 N Poorly graded gravels, gravel. GP sand mixtures, little or no 7 fines ro U GM GC SW Silty gravels, gravel -sand -silt mixtures ai z> • a) U 'N a) 0 N c �z co E Clayey gravels, gravel -sand - clay mixtures WeII-graded sands, gravelly sands, little or no fines Poorly graded sands; SP gravelly sands, little or no fines ML CL OL Silty sands, sand -silt mixtures Clayey sands, sand -clay mixtures Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays 6C 5C Organic silts and organic silty 40 clays of low plasticity :.3n Inorganic silts, micaceous or . MH diatomaceous fine sandy or silty soils, elastic silts CH Inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, organic silts Pt Peat and other highly organic soils 2C 1c 7 ‘,..sZ\Vi=n7S)0 0 0 Cu Dpa greater than 4: Cc (D��2 D10 Di, x D00 between 1 and Not meeting all gradation requirements for GW Liquid and Plastic limits below "A" line or P.I. greater than 4 Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and plastic limits plotting in hatched zone between 4 and 7 at borderline cases requiring use of dual symbols D00 (D30)2 Cu= — greater than 8: Cc= D10 Din x Del between 1 and Not meeting all gradation requirements for SW Liquid and Plastic limits below "A" line or P.I. less than 4 Liquid and Plastic limits above "A" line with P.I. greater than 7 CL \4 MLa)dOL 10 20 30 40 50 60 Liquid Limit Plasticity Chart Liquid and plastic limits plotting between 4 and 71 are borderline case requiring use of dui symbols { 70 80 90 0 SOIL OR ROCK TYPES 41M cam O2i® GRAVEL • -.• •••SAND • • • •. SILT /HIGHLY PLASTIC CLAY / LEAN CLAY • • • ' . SANDY • SILTY CLAYEY LIMESTONE SHALE SANDSTONE CONGLOMERATE Shelby Tube Ix X Auger Split Spoon TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 0.5 Firm 0.5 to 1.0 Stiff 1.0 to 2.0 Very Stiff 2.0 to 4.0 Hard 4.0+ Coarse Grained Soils (More Penetration Resistance (blows/foot) 0 to 4 4 to 10 10 to 30 30 to 50 Over 50 Soil Structure Calcareous Slickensided Laminated Fissured Interbedded than 50% Retained on No. 200 Sieve) Descriptive Item Relative Density Very Loose Loose Medium Dense Dense Very Dense 0to20% 20 to 40% 40 to 70%. 70 to 90% 90 to 100% Rock Core Cone No Pen Recovery Contains appreciable deposits of calcium carbonate; generally nodular Having inclined planes of weakness that are slick and glossy in appearance Composed of thin layers of varying color or texture Containing cracks, sometimes filled with fine sand or silt Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Soft Moderately Hard Hard Very Hard Poorly Cemented or Friable Cemented Degree of Weathering Unweathered Slightly Weathered Weathered Extremely Weathered Can be remolded in hand; corresponds in consistency up to very stiff in soils Can be scratched with fingernail Can be scratched easily with knife; cannot be scratched with fingernail Difficult to scratch with knife Cannot be scratched with knife Easily crumbled" Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Rock in its natural state before being exposed to atmospheric agents Noted predominantly by color change with no disintegrated zones Complete color change with zones of slightly decomposed rock Complete color change with consistency, texture, and general appearance approaching soil IKEY TO CLASSIFICATION AND SYMBOLS PLATE A.18 Boring B-1 B-3 B-5 B-6 B-9 B-11 B-13 Sample SWELL TEST RESULTS PROPOSED PAVEMENT IMPROVEMENTS PHASE2 KELLER HICKS ROAD/NORTH BEACH STREET FORT WORTH, TEXAS STL PROJECT No. 07-1123 Depth ..__ ___________-_ — --. i . ____ Liquid Plastic Plasticity Initial Final Load Swell (ft) Limit Limit Index 1 MC (%) MC (%) (psf) (%) S-2 1-2 40 18 22 ( 11 23 190 ( 3.1 S-2 1-2 36 17 19 8 22 190 I 2.2 5-4 4-5 36 16 20 17 25 560 1 2.9 5-2 1-2 58 21 37 17 29 190 4.4 S-3 2-3 53 21 35 17 27 310 1.8 S-2 3-4 62 22 40 22 26 440 0.0 S-3 4-5 38 17 21 14 16 560 4 0.0 Note: B-1 through B-9, North Beach Street B-9 through B-15, Keller Hicks Road Plate A.19 LIME SERIES TEST RESULTS GEOTECHNICAL INVESTIGATION PROPOSED PAVEMENT IMPROVEMENTS PHASE 2 KELLER HICKS ROAD/NORTH BEACH STREET FORT WORTH, TEXAS STL PROJECT NO. 07-1123 Boring No. Depth Description (ft) B-2 1-2 Brown Clay B-4 2-3 Dark Brown Clay B-6 2-6 Possible Fill, Dark Brown Clay B-9 1-2 Brown Clay B-11 2-3 Dark Brown Clay B-13 2-3 Brown Clay B-15 2-3 Possible Fill, Dark Brown Clay NP= Non Plastic Percent Liquid Plastic Plasticity Lime (%) Limit (LL) Limit (PL) Index (PI) 0 36 17 19 3 34 23 11 6 33 29 4 9 33 36 NP 0 53 21 32 3 52 27 25 6 52 34 18 9 51 41 1 10 0 46 18 28 3 44 24 20 6 43 30 13 9 42 37 1 5 0 52 20 32 3 52 26 25 6 51 34 17 9 51 41 10 0 45 19 26 3 44 25 19 6 44 32 12 9 44 39 5 0 33 15 18 3 31 20 11 6 30 26 4 9 29 33 NP 0 38 16 22 3 37 21 16 6 35 28 1 7 9 35 35 ( 0 Plate A.20 ENGINEERS FIELD OPERATIONS Subsurface conditions were defined by 15 sample borings drilled within proposed new and existing paved areas. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring are shown graphically on the Logs of Boring, Plates A.2 through A.16. Sample depths, descriptions, and soil classifications based on the Unified Soil Classification System are shown on the Logs of Boring. Keys to the symbols and terms used on the Logs of Boring are presented on Plates A.17 and A.18. Groundwater observations during and after completion of the borings are shown on the boring logs. Upon completion of the borings, the boreholes were backfilled from the top and plugged at the surface. Relatively undisturbed samples of cohesive soils were obtained with Shelby tube samplers in general accordance with ASTM D-1587 at the locations shown on the Logs of Boring. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to maintain "in situ" moisture content. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Some samples were obtained using split -barrel sampling procedures in general accordance with ASTM D-1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2 inch OD split barrel sampling spoon driven into 18 inches into the ground using a 140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of a standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the B-1 ENGINEERS boring Togs at the depth of sampling. The samples were sealed and retumed to our laboratory for further examination and testing. The limestone encountered was evaluated using a modified version of the Texas Cone Penetration test at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respected test depths, as blows per 6 inches on the log. In hard materials (rock and rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring Togs. S-2 ENGINEERS LABORATORY TESTING General Laboratory tests were performed to define pertinent engineering characteristics of the soils encountered. The laboratory tests included moisture content, percent passing a #200 sieve, Atterberg limits determination, unconsolidated-undrained triaxial (UU), lime series, soluble sulfate content, and visual classification. Classification Tests Classification of soils was verified by natural moisture content, Atterberg limits determinations, and percent passing a #200 sieve. These tests were performed in general accordance with the American Society for Testing and Materials (ASTM) Procedures. The Atterberg limits, percent passing #200 sieve, and natural moisture content determinations are presented at the respective sample depths on the Logs of Boring. Unconsolidated-Undrained (UU) Triaxial Tests - Soil UU tests were performed on selected samples of cohesive soils. In the UU test, a cylindrical specimen is subjected to axial Toad and confining fluid pressure at a constant rate of strain until failure occurs. The applied confining pressure was equivalent to approximately the overburden pressure of the samples. Test procedures were in general accordance with ASTM D 2850. Strengths determined by this test are tabulated at their respective sample depths on the logs of borings. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the Togs. Free Swell Tests Selected samples of the near -surface cohesive soils were subjected to free swell tests. In the free swell test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. B-2 APPENDIX C PAVEMENT DESIGN SOLUBLE SULFATES TEST RESULTS 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Rigid Structural Design Module Proposed Pavement Improvements, Phase II North Beach Street Fort Worth, Texas Rigid Structural Design Pavement Type JRCP 18-kip ESALs Over Initial Performance Period 3,010,000 Initial Serviceability 4.5 Terminal Serviceability 2 28-day Mean PCC Modulus of Rupture 650 psi 28-day Mean Elastic Modulus of Slab 4,400,000 psi Mean Effective k-value 362 psi/in Reliability Level 95 % Overall Standard Deviation 0.39 Load Transfer Coefficient, J 3 Overall Drainage Coefficient, Cd 0.7 Calculated Design Thickness 9.70 in 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Rigid Structural Design Module Proposed Pavement Improvements, Phase II Keller Hicks Road Fort Worth, Texas Rigid Structural Design Pavement Type JRCP 18-kip ESALs Over Initial Performance Period 3,010,000 Initial Serviceability 4.5 Terminal Serviceability 2 28-day Mean PCC Modulus of Rupture 650 psi 28-day Mean Elastic Modulus of Slab 4,400,000 psi Mean Effective k-value 206 psi/in Reliability Level 95 % Overall Standard Deviation 0.39 Load Transfer Coefficient, J 3 Overall Drainage Coefficient, Cd 0.7 Calculated Design Thickness 10.03 in Ana -Lab Corp. P.O. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp@ana-lab.com NELAP-accredited #02008 CORD THE COMPLETE SERVICE LAB Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 Accredited Parameter ). 952350, j S071123 B1 S3 2-3 Soil SM 2540 G, 20th Ed. AN Total Solids Tex-145-E Sulfate by Turbidity * Dry Weight Basis Results for Client RENG Results Units RL Collected by: Dr. Cox j 952351-: S071123 B2 S2 1-2 Soil SM 2540 G, 20th Ed. AN Total Solids Tex-145-E z Sulfate by Turbidity * Dry Weight Basis ND * mg/kg 220 .I `1952352';' "M S071123 B3 S2 1-2 Soil SM 2540 G, 20th Ed. AN Total Solids Tex-145-E z Sulfate by Turbidity * Dry Weight Basis 19$2353: :I S071123 B4 S21-2 Soil Collectedby: Dr. Cox 90.5 % 0.1 ND * Collectedby: Dr. Cox SM 2540 G, 20th Ed. Total Solids 85.9 Tex-145-E z Sulfate by Turbidity * Dry Weight Basis Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 ND * ti iSO-17025 # 0637-01 NELAP-accredited #02008 Affiliation: Rone Engineering Printed: 10/18/2007 Page 1 of 9 Project 374351 PO S1204 Flags CAS Bottle Received: 10/16/2007 Affiliation. Rone Engineering 10/15/2007 Analyzed:: TDD 10/16/2007 1910 QCgroup 248060 85.3 % 0.1 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 ND * mg/kg 234 01 �... -..... Received: 10/16/2007 Collectedby: Dr. Cox Affiliation: Rone Engineering 10/15/2007 Analyzed: TDD 10/16/2007 1910 QCgroup 248060 91.0 % 0.1 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 01 Received: 10/16/2007 10/15/2007• Analyzed: TDD 10/16/2007 1910 QCgroup 248060 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 mg/kg 221 01 Received: 10/16/2007 Affiliation: Rone Engineering 10/15/2007 Analyzed: TDD 10/16/2007 1910 QCgroup 248060 0.1 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 mg/kg 233 01 North Texas Region: 1601 E. Lamar Blvd # 116 Arlington TX 76011 MEMBER 2006 Seal of Excellence Ana -.Lab Corp. P.Q. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp@ana-lab.com CORP. THE COMPLETE SERVICE LAB `- L�L � Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 Accredited Parameter .952354i :I S071123 B5 S2 2-3 Soil SM 2540 G, 20th Ed. AN Total Solids 92.1 % 0.1 01 Tex-145-E Analyzed: RED 10/17/2007 0930 QCgroup 248378 z Sulfate by Turbidity ND* mg/kg 217 01 NELAP-accredited #02008 Printed: 10/18/2007 Page 2 of 9 Project 374351 PO S1204 Results for Client RENG Results Units RL Flags CAS Bottle Collected by: Dr. Cox Received: 10/16/200 i Affiliation- Rone Engineering 10/15/2007 * Dry Weight Basis I' 952355:.1 S071123 B9 S2 1-2 Soil Collected by: Dr. Cox Analyzed: TDD 10/16/2007 1910 QCgroup 248060 Received: 10/16/2007 AffiliationRone Engineering 10/15/2007 SM 2540 G, 20th Ed. Analyzed: TDD 10/16/2007 1910 QCgroup 248060 ^ AN Total Solids 81.9 % 0.1 01 Tex-145-E z Sulfate by Turbidity * Dry Weight Basis ND * Analyzed: RED 10/17/2007 0930 QCgroup 248378 mg/kg 244 - 01 r952356 a', .' I S071123 B6 S2 1-2 Received: 10/16/2007 Soil Collected by: Dr. Cox Affiliation: Rone Engineering 10/15/2007 SM 2540 G, 20th Ed. AN Total Solids 82.9 Tex-145-E z Sulfate by Turbidity ND* * Dry Weight Basis UMPZIEtlassaasoausaaucudawasu S071123 B10 S2 1-2 Soil SM 2540 G, 20th Ed. AN Total Solids Tex-145-E z Sulfate by Turbidity * Dry Weight Basis Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 Collected by: Dr. Cox 87.1 ND* mg/kg 241 Analyzed: TDD 10/16/2007 1910 QCgroup 248060 0.1 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 01 Received: 10/16/2007 Affiliation Rone Engineering 10/15/2007 Analyzed: TDD 10/16/2007 1910 OCgroup 248060 0.I 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 mg/kg 230 01 North Texas Region: 1601 E. Lamar Blvd # 116 Arlington TX 7( .1 MEMBER ISO-17025 # 0637-01 NELAP-accredited #02008 2006 Seal of Excellence CORP. THE COMPLETE SERVICE LAB 'a 4i1a Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 Ana -Lab Corp. P.O. Box 9000 Kilgore, TX 75663 ' Phone 903/98,1-0551 FAX 903/984-5914 e-Mail carp@xnna-Iab.com NELAP-accredited #02008 Accredited Parameter 1 952358: :::I S071123 B11 S2 2-3 Soil SM 2540 G, 20th Ed. AN Total Solids Tex-145-E z Sulfate by Turbidity * Dry Weight Basis J: 952359' = :: 1 S071123 B12 S1 2-3 Soil SM 2540 G, 20th Ed. AN Total Solids Tex-145-E z Sulfate by Turbidity * Dry Weight Basis r952360 _. S071123 B13 S1 2-3 Soil Collected by: Dr. Cox Affiliation Rone Engineering 10/15/2007 Printed: 10/18/2007 Page 3 of 9 Project 374351 PO S1204 Results for Client RENG Results Units RL Flags CAS Bottle Collected by: Dr. Cox 80.2 ND * Collected by: Dr. Cox 85.2 ND * Received: 10/16/2007 Affiliation Rone Engineering 10/15/2007 Analyzed: TDD 10/16/2007 1910 QCgroup 248060 0.1 01 Analysed: RED 10/17/2007 0930 QCgroup 248378 mg/kg 249 01 Received: 10/16/2007 Affiliation Rone Engineering 10/15/2007 Analyzed: TDD 10/16/2007 1910 QCgroup 248060 0.1 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 mg/kg 235 01 SM 2540 G, 20th Ed. AN Total Solids Tex-145-E Sulfate by Turbidity * Dry Weight Basis I'95236U:' ::;1 S071123 B14 S1 2-3 Soil SM 2540 G, 20th Ed. Total Solids Tex-145-E z Sulfate by Turbidity * Dry Weight Basis Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 IACc. ISO-17025 # 0637-01 77.8 % 932 * mg/kg 257 Collected by: Dr. Cox 85.1 ND* NELAP-accredited #02008 Received: 10/16/2007 Analyzed: TDD 10/16/2007 1910 QCgroup 248060 0.1 01 Analyzed: RED 10/17/2007 0930 QCgroup 248378 01 Received: 10/16/2007 Affiliation: Rone Engineering 10/15/2007 Analysed: TDD 10/16/2007 1910 QCgroup 248060 0.1 01 Analyzed:: RED 10/17/2007 0930 QCgroup 248378 mg/kg 235 01 North Texas Region: 1601 E. Lamar Blvd ft 116 Arlington TX 76011 MEMBER IL 2006 Seal of Excellence -- Ana -Lab Corp. Y.O. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail Corp@ana-lab,com NELAP-accredited #02008 CORP. THE COMPLETE SERVICE LAB l= Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 Accredited Parameter Printed: 10/18/2007 Page 4 of 9 Project 374351 PO S1204 Results for Client RENG Results Units RL Flags CAS Bottle j;952362::' 1 S071123 B15 S3 2-3 Soil Collected by: Dr. Cox Received: 10/16/2007 Affiliation Rone Engineering 10/15/2007 SM 2540 G, 20th Ed. Analyzed: TDD 10/16/2007 1910 QCgroup 248060 AN Total Solids 74.4 % 0.1 01 Tex-145-E Analyzed: RED 10/17/2007 0930 QCgroup 248378 z Sulfate by Turbidity ND * mg/hg 269 01 * Dry Weight Basis j'• 95235Q' •: S071123 B1 S3 2-3 Bottle Temperature on Receipt Fax this report to client Sample Preparation 9 FAXED Received: 10/16/2007 Analyzed:: KAT 10/16/2007 0925 Degrees C Analyzed: BRJ 10/18/2007 16:09 Calculation Analyzed: CAL 10/18/2007 16:09 AN • As Received to Dry Weight Basis I's952351< •':; 1 S071123 B2 S2 1-2 Bottle Temperature on Receipt Converted 01 Received: 10/16/2007 Analyzed:: KAT 10/16/2007 0925 12 Degrees C Analyzed: BRJ 10/18/2007 16:09 Fax this report to client FAXED Calculation AN As Received to Dry Weight Basis Converted Analyzed: CAL 10/18/2007 16:09 01 1: 952352 S071123 B3 S2 1-2 Bottle Temperature on Receipt 6 Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 i ACGR 1TEDI ISO-17025 # 0637-01 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0924 Degrees C 01 North Texas Region:1601 E. Lamar Blvd # 116 Arlington TX 7( .1 \14 ACCa� NELAP-accredited #02008 M E M B E R ism 2006 Seal of Excellence AmonimmilL Ana -Lab Corp. P.O. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp@ana-lab.com NELAP-accredited #02008 �y�>C COW THE COMPLETE SERVICE LAB MI 1-7 Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 • Sample Preparation 952352`.. ! S071123 B3 S2 1-2 Fax this report to client Calculation AN As. Received to Dry Weight Basis FAXED Converted 952353; `:, . ``I S071123 B4 S2 1-2 Bottle Temperature on Receipt Fax this report to client Calculation AN As Received to Dry Weight Basis 1952354 -:;l S071123 B5 S2 2-3 13 FAXED Converted Printed: 10/18/2007 Page 5 of 9 Project 374351 PO S1204 Received: 10/16/2007 Analyzed: BRI 10/18/2007 16:09 Analyzed: CAL 10/18/2007 16:09 Received: 10/16/2007 Analyzed KAT 10/16/2007 0925 Degrees C 01 Analyzed BRJ 10/18/2007 16:09 Analyzed: CAL 10/18/2007 16:09 Bottle Temperature on Receipt Received: 10/16/2007 Analyzed: KAT 10/16/2007 0924 13 Degrees C Analyzed: BRI 10/18/2007 16:09 Fax this report to client FAXED Calculation AN As Received to Dry Weight Basis Converted Analyzed: CAL 10/18/2007 16:09 01 952355:•: ' ' j S071123 B9 S2 1-2 Bottle Temperature on Receipt Fax this report to client Calculation Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 ACCREDITED "ISO-17025 # 0637-01 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0924 10 Degrees C Analyzed: BRJ 10/18/2007 16:09 FAXED Analyzed: CAL 10/18/2007 16:09 01 North Texas Region: 1601 E. Lamar Blvd # 116 Arlington TX 76011 MEMBER PIM III NELAP-accredited #02008 2006 Seal of Excellence Ana -Lab Corp. P.O. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp@ana-lab.com NELAP-accredited #02008 vammmolok ANRJth CORP.® THE COMPLETE SERVICE LAB W fip`��+ p ', ELL Lu O Debera Cox Rona Engineering 8908 Ambassador Row Dallas, TX 75247 Printed: 10/18/2007 Page 6 of 9 Project 374351 PO S1204 Sample Preparation 1952355 I S071123 B9 S2 1-2 Calculation AN As Received to Dry Weight Basis 952356 S071123 B6 S2 1-2 Bottle Temperature on Receipt Fax this report to client Calculation AN As Received to Dry Weight Basis I ' 952357f;;Wa S071123 B10 S2 1-2 Bottle Temperature on Receipt Fax this report to client Received: 10/16/2007 Analyzed: CAL 10/18/2007 16:09 Converted 9 FAXED Converted Calculation AN As Received to Dry Weight Basis j 52358: I S071123 B11 S2 2-3 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0925 Degrees C Analysed: BRI 10/18/2007 16:09 Analysed CAL 10/18/2007 16:09 01 Received: 10/16/2007 m, Analyzed: KAT 10/16/2007 0930 12 Degrees C Analyzed: BRI 10/18/2007 16:09 FAXED Converted Analyzed: CAL 10/18/2007 16:09 01 r_..,.,_......,,.......y.- _ a n Received: 10/16/2007 Analyzed: KAT 10/16/2007 0924 Bottle Temperature on Receipt 9 Degrees C Anafrzed: BRI 10/18/2007 16:09 Fax this report to client FAXED Calculation AN As Received to Dry Weight Basis Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 na Pi 1VEo1 ISO-17025 # 0637-01 Converted NELAP-accredited #02008 Analyzed: CAL 10/18/2007 16:09 01 North Texas Region: 1601 E. Lamar Blvd # 116 Arlington TX 761 MEMBER yemi 2006 Seal of Excellence cow THE COMPLETE SERVICE LAB le Mara Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 Ana -Lab Corp. P.O. Box 9000 Kilgore, TX '75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp®ann-lab.com NELAP-accredited #02008 Sample Preparation } ;952359 S071123 B12 S12-3 Printed: 10/18/2007 Page 7 of 9 Project 374351 PO S 1204 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0930 Bottle Temperature on Receipt 8 Degrees C Analyzed: BRJ 10/18/2007 16:09 Fax this report to client FAXED Calculation AN As Received to Dry Weight Basis Converted 1:9523.60 _,:'` :'S1 S0711231313 S1 2-3 Bottle Temperature on Receipt Fax this report to client 8 FAXED Analyzed CAL 10/18/2007 16:09 01 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0931 Degrees C Analyzed: BRJ 10/18/2007 16:10 Calculation Analyzed: CAL 10/18/2007 16:09 AN As Received to Dry Weight Basis I1952361.':`, "`I S071123B14S12-3 Bottle Temperature on Receipt Fax this report to client Calculation AN As Received to Dry Weight Basis (,952362.:: ` : S071123 B15 S3 2-3 Converted 01 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0931 10 Degrees C Analyzed: BRJ 10/18/2007 16:10 FAXED Converted Analyzed: CAL 10/18/2007 16:09 01 Received: 10/16/2007 Analyzed: KAT 10/16/2007 0931 Bottle Temperature on Receipt 9 Degrees C Analyzed: BRJ 10/18/2007 16:10 Fax this report to client FAXED Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 !AC Pi 1TED1 ISO-17025# 0637-01 O \tl ACCppD ,7{¢, dC NELAP-accredited #02008 01 North Texas Region: 1601 E. Lamar Blvd 0 116 Arlington TX 76011 MEMBER 2006 Seal of Excellence Ana -Lab Corp. P.O. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp@ana-lab.com NELAP-accredited #02008 ANRrI1 THE COMPLETE SERVICE LAB MI Mr6 -AMA Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 I.952362. .) S071123 B15 S3 2-3 Calculation AN As Received to D EMIERta Qualifiers: Weight Basis Sample Preparation Converted 01-14P0 tit.S.tcx9d%dEiAi A!d.zl:r,'%Ur- , Printed: 10/18/2007 Page 8 of 9 Project 374351 PO S1204 Received: 10/16/2007 Analyzed: CAL 10/18/2007 16:09 E - Estimated Value B - Analyte detected in the associated method blank ! - Lab MDL > Target J - Analyte detected below quantitation limit S - Standard reads lower than desired P - Spike recovery outside control limits due to matrix affects D - Duplicate precision outside our control limits due to matrix H - Sample started outside recommended holding time °y��'Li�ki�i,$�tSil$�9Ftii'lL4YRFN! iS7GY�i1MF7".�l9�ihF1_� We report results on an 'As Received' or wet basis unless marked'Dry Weight. Unless otherwise noted, testing was performed at Ana -lab's corporate laboratory that holds the following Federal and State certificate;: Texas Department of Health Lead Firm Certificate 2110076, EPA National Lead Laboratory Accreditation Program#637.01, US Department of Agriculture Soil Import Permit S-37592, Texas Commisson on Environmental Quality Drinking Water Laboratory Certificate TX219, Texas Commission on Environmental Quality NELAP T104704201-06-TX, Oklahoma Department of Environmental Quality Drinking Water Certification Lab II! D9913, EPA Lab Number TX00063, USEPA Approved Perchlorate Testing Lab, Oklahoma Department of Environmental Quality Laboratory Certificate 8125, Arkansas Department of Environmental Quality Certification#03-070-0, Louisiana Department of Environmental Quality. Laboratc , Certification (NELAP, LELAP) #02008, Louisiana Department of Health and Hospitals Drinking Water(NELAP) # LA030020, US Department of Energy Approved, State of Kansas Department of Health and Environment Waste Water and Solid'Hazardous Waste Cert E-10365, Alabama Department of Environmental Management Drinking Water#41540. Ana -Lab is also accredited to the international ISO-17025 standard by the American Association for Laboratory Accreditation(A2LA Certificate # 0637-01). The Accredited column designates accreditation by A -- A2LA, N -- NELAC, or z -- not covered under A2LA or NELAC scope of accreditation. These analytical results relate to the sample tested. This report may NOT be reproduced EXCEPT in FULL without written approval of Ana -Lab Corp. Unless otherwise specified, these test results meet the requirements of NELAC RL is the Reporting Limit (sample specific quantitation limit) and is at or above the Method Detection Limit(MDL). CAS is Chemical Abstract Service number. Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 North Texas Region: 1601 E. Lamar Blvd # 116 Arlington TX 7 11 I ACCR ITED ISO-17025 # 0637-01 NELAP-accredited #02008 MEMBER tea '11 2006 Seal of Excellence CORP.® THE COMPLETE SERVICE LAB NW Debera Cox Rone Engineering 8908 Ambassador Row Dallas, TX 75247 Ana -Lab Corp. P.O. Box 9000 Kilgore, TX 75663 Phone 903/984-0551 FAX 903/984-5914 e-Mail corp@ana-lab.com NELAP-accredited #02008 o 91, v-s-at--7-4 C. H. Whiteside, Ph.D., President Corporate Shipping: 2600 Dudley Rd. Kilgore, TX 75662 ISO-17025 # 0637-01 Printed: 10/18/2007 Page 9 of 9 Project 374351 PO S1204 ot, Pit North Texas Region: 1601 E. Lamar Blvd # 116 Arlington TX 76011 MEMBER C 6 d'hF NELAP-accredited #02008 2006 Seal of Excellence June 17, 2010 Mr. Scott A. Gibson, P.E. Sr. Project Manager Teague Nall & Perkins, Inc. 1100 Macon Street Fort Worth, Texas 76102 Re: ADDENDUM NO.2 TO GEOTECHNICAL ENGINEERING REPORT No. 07-1123 PROPOSED PAVEMENT IMPROVEMENTS PHASE 2 KELLER HICKS ROAD/NORTH BEACH STREET FORT WORTH, TEXAS Dear Mr. Gibson: Southwestern Testing Laboratories, L.L.C., dba STL Engineers (STL) is pleased to provide this second addendum letter to our geotechnical investigation report that was issued to you on November 13, 2007 for the above project. Addendum No.1 was issued on December 3, 2007, based on Keller Hicks Road and North Beach Street reclassification from collectors to arterials. We have been asked by the City of Fort Worth to revise our pavement recommendations for the above referenced project based on actual traffic information. This Addendum No.2 letter addresses the pavement design based on the actual traffic data provided and will complete our geotechnical engineering report No. 07-1123 dated November 13, 2007. The recommendations contained in this addendum were prepared in accordance with the City of Fort Worth Pavement Design Manual (the manual) dated January 2005. This letter addresses also reinforcement and joint recommendations to our recommended pavement sections based on the manual. STL recommendations are in general accordance with Part II — Section 3.4 of the 1993 AASHTO Design Guide, the City of Fort Worth Pavement Design Standards Manual, and local experience with similar projects with the City of Fort Worth. Our pavement recommendations are presented below. Traffic Information Based on traffic information for Keller Hicks Road and Alta Vista for North Beach Street, STL has performed analyses for both streets using a 30 year design life. Our design parameters used in our calculations for both streets are provided below. Geotechnical Engineering • Environmental Consulting • Construction Materials Testing 8908 Ambassador Row • Dallas, Texas 75247 • Tel: 214-630-3800 • Fax: 214-630-3898 www.stlengineers.com M/WBE • DBE • HUB • HUBZone Addendum No.2 Keller Hicks/North Beach STL Job No. 07-1123 June 17, 2010 Page 2 of 3 Pavement Design Recommendations A rigid design for each street was performed using 1993 AASHTO design equations and the DARWin Pavement Design and Analysis System. The results of our analyses are attached to this letter. Keller Hicks Road For the PCC pavement designs, the following design inputs were used: Pavement Type — Jointed Reinforced Concrete Pavement 18-kip ESALs over Initial Performance Period (30 years) — 6,793,158 Initial Serviceability — 4.5 Terminal Serviceability — 2.0 28-day Mean PCC Modulus of Rupture — 620 psi 28-day mean elastic modulus of Slab — 4,000,000 psi Reliability Level — 85% Overall Standard Deviation — 0.39 Load Transfer Coefficient, J — 2.7 Overall Drainage Coefficient, Cd — 0.7 (see note below) Mean Effective k-value — estimated by the program based upon the input Resilient Modulus Note: For PCC pavements constructed directly on clay subgrade or stabilized clay subgrade, the quality of drainage was assumed to be "very poor", resulting in the overall drainage coefficient of 0.7 shown above. North Beach Street For the PCC pavement designs, the following design inputs were used: Pavement Type — Jointed Reinforced Concrete Pavement 18-kip ESALs over Initial Performance Period (30 years) — 6,565,061 Initial Serviceability — 4.5 Terminal Serviceability — 2.0 28-day Mean PCC Modulus of Rupture — 620 psi 28-day mean elastic modulus of Slab — 4,000,000 psi Reliability Level — 85% Overall Standard Deviation — 0.39 Load Transfer Coefficient, J — 2.7 Overall Drainage Coefficient, Cd — 0.7 (see note below) Mean Effective k-value — estimated by the program based upon the input Resilient Modulus Note: For PCC pavements constructed directly on clay subgrade or stabilized clay subgrade, the quality of drainage was assumed to be "very poor", resulting in the overall drainage coefficient of 0.7 shown above. Our recommended pavement sections are presented in the following table: Sinceel rl ie Alb Ghannoum, P.E. Seni r Engineer Attachments Street Keller Hicks Road North Beach Street Subgrade Preparation 6" Lime Stabilized 6% lime (271b./s.y.) 6" Lime Stabilized 6% lime (271b./s.y.) Addendum No.2 Keller Hicks/North Beach STL Job No. 07-1123 June 17, 2010 Page 3 of 3 Thickness of Pavement (in) 10.0 10.0 We recommend lime stabilization of the subgrade on the indicated streets using a minimum of 6 percent lime, as shown, (by dry soil weight) to a depth of 6 inches (27 pounds per square yard, respectively). Lime stabilization should be performed in accordance with Item STS 024 of the City of Fort Worth Pavement Specification. Jointed Reinforced Concrete Construction Recommendations The pavements should be adequately reinforced, with expansion, contraction, dummy saw and construction joints as required in Section 4 of the City of Fort Worth Manual. The spacing of the joints will depend primarily on the type of steel reinforcement used. However, STL recommends, for the thicker sections, No. 3 steel rebar spaced at 12 inches center to center in both longitudinal and transverse direction. The rebar spacing may be increased to 18 inches for thinner pavement sections. It is our experience that dummy saw joints of 12 to 15-foot spacing, saw cut to a depth of at least one -quarter of the pavement thickness, in both the longitudinal and transverse directions, have generally exhibited less uncontrolled post -construction cracking than pavements with wider spacing. Frequent use of expansion and contraction joints will improve pavement performance. For Portland cement concrete (PCC) pavement, concrete with a minimum 28 day compressive strength of 3,500 pounds per square inch or more should be used. The coarse aggregate in the concrete should consist of crushed limestone rather than rounded gravel. * * * Thank you for the opportunity to provide services to you for this project. Please don't hesitate to call if you have any questions or require further information. 1��t;i�iOF 211p2��t rf.3-qs �r, ,,,/, 7//°/0 ELIE A. GHANNOUM -3 •. 81400 re'1lr 0/0NAt�',1� tared Engineering Firm # 8133 llluttin� 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product STL Engineers 1420 W. Mockingbird Lane, Suite 550 Dallas, Texas 75247 USA Rigid Structural Design Module Proposed Pavement Improvements, Phase If Keller Hicks Road Fort Worth, Texas Rigid Structural Design Pavement Type JPCP 18-kip ESALs Over Initial Performance Period 6,793,158 Initial Serviceability 4.5 Terminal Serviceability 2 28-day Mean PCC Modulus of Rupture 620 psi 28-day Mean Elastic Modulus of Slab 4,000,000 psi Mean Effective k-value 206 psi/in Reliability Level 85 % Overall Standard Deviation 0.39 Load Transfer Coefficient, J 2.7 Overall Drainage Coefficient, Cd 0.7 Calculated Design Thickness 10.07 in Simple ESAL Calculation Performance Period (years) Two -Way Traffic (ADT) Number of Lanes in Design Direction Percent of All Trucks in Design Lane Percent Trucks in Design Direction Percent Heavy Trucks (of ADT) FHWA Class 5 or Greater Average Initial Truck Factor (ESALs/truck) Annual Truck Factor Growth Rate Annual Truck Volume Growth Rate Growth 30 11,466 2 75% 50 % % Total Calculated Cumulative ESALs - *Note: This value is not represented by the inputs or an error occurred in calculation. Rigorous ESAL Calculation Performance Period (years) 30 Two -Way Traffic (ADT) 11,466 Number of Lanes in Design Direction 2 Page 1 Percent of All Trucks in Design Lane 75 % Percent Trucks in Design Direction 50 % Average initial Annual % Accumulated Percent Annual Truck Factor Growth in 18-kip ESALs Vehicle of % (ESALs/ Truck over Performance Class ADT Growth Truck) Factor Period 2 94 2.5 0.008 2.3 658,990 5 I 2 0.19 2.3 157,074 7 I 2 0.39 2.3 322,416 12 4 2 1.71 2.3 5,654,678 Total 100 - 6,793,158 Growth Simple Total Calculated Cumulative ESALs 6,793,158 Page 2 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product STL Engineers 1420 W. Mockingbird Lane, Suite 550 Dallas, Texas 75247 USA Rigid Structural Design Module Proposed Pavement Improvements, Phase 11 North Beach Street Fort Worth, Texas Rigid Structural Design Pavement Type JPCP 18-kip ESALs Over Initial Performance Period 6,565,061 Initial Serviceability 4.5 Terminal Serviceability 2 28-day Mean PCC Modulus of Rupture 620 psi 28-day Mean Elastic Modulus of Slab 4,000,000 psi Mean Effective k-value 362 psi/in Reliability Level 85 % Overall Standard Deviation 0.39 Load Transfer Coefficient, J 2.7 Overall Drainage Coefficient, Cd 0.7 Calculated Design Thickness 9.67 in Simple ESAL Calculation Performance Period (years) 30 Two -Way Traffic (ADT) 11,081 Number of Lanes in Design Direction 2 Percent of All Trucks in Design Lane 75 % Percent Trucks in Design Direction 50 % Percent Heavy Trucks (of ADT) FHWA Class 5 or Greater - `Yo Average Initial Truck Factor (ESALs/truck) - Annual Truck Factor Growth Rate - % Annual Truck Volume Growth Rate - %, Growth Simple Total Calculated Cumulative ESALs *Note: This value is not represented by the inputs or an error occurred in calculation. Rigorous ESAL Calculation Performance Period (years) 30 Two -Way Traffic (ADT) 11,081 Number of Lanes in Design Direction 2 Page 1 Percent of All Trucks in Design Lane 75 94, Percent Trucks in Design Direction 50 % Average Initial Annual % Accumulated Percent Annual truck Factor Growth in I8-kip ESALs Vehicle of '%, (ESALs/ Truck over Performance Class ADT Growth Truck) Factor Period 2 94 2.5 0.008 2.3 636,862 5 1 2 0.19 2.3 151,800 7 1 2 0.39 2.3 311,590 12 4 2 l ,71 2.3 5,464,808 Total 100 6,565,061 Growth Simple Total Calculated Cumulative ESALs 6,565,061 Page 2 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 KELLER HICKS ROAD, PHASE 1I City Project No. 00791 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE 1I City Project No. 00791 ATTACHMENT IA Page 1 of 4 FORT W°T City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: Keller -Hicks Road, Phase II City's MBE Project Goal: 11 0/a Prime's MBE Project Commitment: 8.8 Check applicable block to describe prime M/w/DBE x NON-M/ANDBE BID DATE November 15, 2012 PROJECT NUMBER 00791 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 Managing Department on or before 5:00 p.m. five (5) City business days 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. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, 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 2nd tier 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 prime 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 -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORTWORTH ATTACHMENT 1A Page i Page 2 of 4 Primes 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. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Rubio Trucking 9000 Co Rd 513 Alvarado, TX 76009 817/829-3711 No Fax T e r Attach NCTRCA Certificate n M B E Detail Detail Subcontracting Supplies W S M Work Purchased B B B E E E Hauloff Trucking C Green Scaping 2401 Handley-Ederville Rd Sod, Hydro - Ft Worth, TX 76118 1 x mulch 817/577-9299 Masonry/Stone 817/577-9331 Dollar Amount $73,550.00 $21,152.00 $37,066.00 Earth Haulers, Inc 11500 Mosier Valley Rd Topsoil $24,016.00 Ft Worth, TX 76040 1 x 817/540-2777 817/571-4321 Bluebonnet Waste Control PO Box 223845 Dallas, TX 75222-3845 1 x 214/748-5221 Fax 214/748-6886 Cowtown Traffic Control 2724 Bryan Ave Ft Worth, TX 76104 817/924-4524 817-926-2725 Cowtown Redi-Mix PO Box 162327 Fort Worth, TX 76161 817/988-3158 Fax 817/759-1716 2 x Portable Toilets $650.00 Barricades and Project Signs Ready -Mix Concrete (2nd tier thru PC Contractors) $8,270.00 $5,800.00 Rev. 5/30/12 ATTACHMENT IA Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax T e r Attach NCTRCA Certificate n M W B B E E Detail Detail Subcontracting Supplies S M Work Purchased B B E E PC Contractors, LLC PO Box 470930 Water and Sewer Ft Worth, TX 76147 1 x (Prequalified) 817/343-4792 Storm Drainage Fax 817/887-2225 Southern Star Concrete 8505 Freeport Pkwy Irving, TX 75063 1 972/621-0999 Ready -Mix Concrete Dollar Amount $458,126.28 $374,640.00 Barnsco, Inc 2609 Willowbrook Rebar Supplier $51,660.00 Dallas, TX 75220 1 x 214/352-9091 Fax 214/379-0341 Reynolds Asphalt PO Box 370 Hot Mix Asphalt $70,625.00 Euless, TX 76040 1 x 817/267-3131 817/267-1878 U S Lime P.O. Box 851 Cleburne, Texas 76033 1 x (817) 641-4433 W.O.E. Const Inc PO Box 185176 Silicone Grand Prairie, TX 76181 1 x Joint Seal 817/284-7401 817/284-7400 Hydrated Lime $35,500.00 $5,435.00 Rev. 5/30/12 ATTACHMENT IA Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE qoal. NCTRCA Attach Certificate SUBCONTRACTOR/SUPPLIER T _ Company Name Address e M W Telephone/Fax r B B E E N 0 Detail Subcontracting S M Work B B E E Crossroads LP 5012 David Strickland Rd Striping and Ft Worth, TX 76119 1 x Pavement 817/634-0044 Markings 817/634-0048 Durable Specialties PO Box 381788 Duncanville, TX 75138 1 x 972/296-6324 Detail Supplies Purchased Dollar Amount $19,961.00 Traffic Signals $68,860.00 Bob's Esterday Fence 105 Industrial Ct. Fence Work Kennedale, TX 76060 1 x 817-572-5949 817-478-7767 Texas Sand and Gravel PO Box 2158 Sand, Rock Mansfield, TX 76063 2 x (2nd tier thru 817/225-0059 PC Contractors) Fax 817/225-0063 Ferguson Suppiy 2650 S Pipeline Rd Euless, TX 76040 2 817-267-3900 817-267-3912 Johnson County Pipe 800 CR 209 Alvarado, TX 76009 2 817/783-3444 817/783-6002 Water / Sewer Pipe/Fittings (2nd tier thru PC Contractors) Drainage Pipe (2nd tier thru PC Contractors) $19,928.00 $16,000.00 $89,750.00 $75,279.00 Rev. 5/30/12 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ ATTACHMENT 1A Page 4 of 4 $170,504.00 $1,285,764.28 $1,456,268.28 The Contractor 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 of 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 contractor 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 bidder 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 Tess 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. Dan McClendon Authorized Signature Printed Signature President Title McClendon Construction Co, Inc Company Name PO Box 999 Contact Name/Title (if different) 817/295-0066 Telephone and/or Fax dan@mcclendonconstruction.com Address E-mail Address Burleson, TX 76097 November 16, 2012 City/State/Zip Date Rev. 5/30/12 Keller -Hicks Road, Phase II City Project No 00791 Good Faith Effort Documentation FORT WORTH City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: Keller -Hicks Road, Phase II City's MBE Project Goal: 11 ATTACHMENT 1C Page 1 of 3 Check applicable block to describe prime X NON-M//WDBE BID DATE November 15, 2012 Prime's MBE Project Commitment: PROJECT NUMBER 8.8 0/000791 IIf 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 it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days 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 Water and Sewer, Prequalified Ready Mix Concrete Drainage Construction Rebar Hauloff Trucking Hydrated Lime Joint Seal Fuel Striping/Markers Topsoil Fence Portable Toilets Traffic Signals Hot -Mix Asphalt Sodding/Hydromulch Barricades and Signs Erosion Devices Rev. 5/30/12 ATTACHMENT 1C Page 2 of 3 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 or the City's website. x Yes No Date of Listing 09 / 10 / 2012 * *see notes 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? x 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? x Yes (If yes, attach list to include name of MBE firm, person 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? x 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? x Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as No 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.) 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 x No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? x Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 3 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? x Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? x 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 and 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 Klutz Construction 817/921-0990 Charles Klutz Inlets Too high Rambo Contracting 817/426-1166 Roy Hynds Inlets Too High ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. All listed MBE's were first contacted by postal mail and by email. If email contact was unsuccessful, faxes were sent. If faxes failed to make successful contact, the companies were attempted contact by telephone. All pertinent MBE's were contacted successfully by at least two of these methods. 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 Tess 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 Rev. 5/30/12 ATTACHMENT 1C Page 4 of 3 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. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Offi e. ���✓L/` _ Dan McClendon Authorized Signature Printed Signature President Title Contact Name and Title (if different) McClendon Construction Co, Inc 817/295-0066 Fax 817/295-6796 Company Name Phone Number Fax Number PO Box 999 dan@mcclendonconstruction.com Address Email Address Burleson, TX 76097 November 16, 2012 City/State/Zip Date Rev. 5/30/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE 11 City Project No. 00791 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manaaer's Office bv: Fernando Costa (8476) Oriainatina Department Head: A. Douglas Rademaker (6157) Additional information Contact: Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10,06 Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12,78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher $14.15 Broom or Sweeper Operator $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving $12,85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14,50 Concrete Rubber $10.61 I Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Flagger $ 8.43 Form Builder/Setter, Structures $11,63 Form Setter, Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted $13.67 1 Foundation Drill Operator, Truck Mounted $16,30 Front End Loader Operator $12.62 Laborer, Common $ 9.18 Laborer, Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11,58 Motor Grader Operator, Fine Grade $15.20 Motor Grader Operator, Rough $14.50 Oiler $14.98 Painter, Structures $13.17 Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter, Structure $16.29 Roller Operator, Pneumatic, Self -Propelled $11.07 Roller Operator, Steel Wheel, Flat Wheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12,60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Classification AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper Hrly Rate $21.69 $12.00 $15.24 $19.12 $10.10 $16.23 $11.91 $13.49 $13.12 $14.62 $10.91 $13.00 $9.00 $20.20 $14.43 $19.86 $12.00 $20.00 $13.00 $18.00 $13.00 $14.78 $11.25 $10,27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17.25 $12.25 Classification Plumber Plumber Helper Reinforcing Steel Setter Roofer Roofer Helper Sheet Metal Worker Sheet Metal Worker Helper Sprinkler System Installer Sprinkler System Installer Helper Steel Worker Structural Concrete Pump Crane, Clamsheet, Backhoe, Derrick, D'Line Shovel Forklift Front End Loader Truck Driver Welder Welder Helper Hrly Rate $20.43 $14.90 $10.00 $14.00 $10.00 $16.96 $12,31 $18.00 $9.00 $17.43 $20.50 $17.76 $12,63 $10.50 $14.91 $16.06 $9.75 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 KELLER HICKS ROAD, PHASE II City Project No. 00791 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20l I KELLER HICKS ROAD, PHASE II City Project No. 0079I GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I KELLER HICKS ROAD, PHASE II City Project No. 00791