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Contract 53915
/ ! FORT WORTH --' -I a ,,-, ., PROJECT MANUAL FOR THE CONSTRUCTION OF 2018 BOND, STREET RECONSTRUCTION Contract IB -Kimbo Road (Mesquite Road to Eastern end Cul-de-Sac), Mccomas Road (Kimbo Road to N. Beach Street), & ~ RECEIVED MAY I 4 2020 tl7YOF FORTWORTII CITY SECRETARY Alta View Street (Kimbo Road to Premier Street) Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements Unit 3: Paving and Drainage Improvements City Project No. J OJ J J 9 Betsy Price Mayor David Cooke City Manager William Johnson , P.E. Director, Transportation and Public Works Department Chris Harder, P.E . Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works Department, and Water Department 11/18/2019 2019 a:a BAIRD, HAMPTON & BROWN building partners 3801 William D . Tate Blvd., Ste. 500 Grapevine, TX 76051 1 J 8/ ~iq ETARY FT. WORTH, TX FORT WORTH., City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0031 15 Engineer Project Schedule 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalif cation Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01- General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 0132 16 Construction Progress Schedule 01 32 33 Preconstruction Video 013300 SubmittaIs 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 CIoseout Requirements 01 78 23 Operation and Maintenance Data CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Project No. 101119 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 99 99 99 Miscellaneous Utility Relocations/Adjustments Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htp s:Hprof egpoint. buzzsaw. conl/cli ent/fortworth�4 ov/Resources/02°/a20- %20Construction%2ODocuments/S ecifications Division 02 - Existing Conditions 0241 13 Selective ,Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 03 80 00 Modifications to Existing Concrete Structures Division 31- Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 24 00 Embankments 31 25 00 Erosion and Sediment Control Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 It 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 1216 Asphalt Paving 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373. Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3232 13 Cast -in -Place Concrete Retaining Walls 3291 19 TopsoiI Placement and Finishing of Parkways 32 92 13 Hydro -Mulching, Seeding, and Sodding CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Project No. 101119 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 30 Temporary Water Services 33 04 40 CIeaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 3305 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3305 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 22 Steel Casing Pipe 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1260 Standard Blow -off Valve Assembly 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 46 00 Subdrainage Division 34 - Transportation 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands CITY OF FORT WORTH Kimbo, McComas & Alta 'View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Project No. 101119 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GC4.02 Subsurface and Physical Conditions GC4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 5/5/2020 M&C Review CITY COUNCIL AGENDA DATE: 4/7/2020 REFERENCE NO.. CODE: C TYPE Official site of the City of Fort Worth, Texas F{�ft� T� H **M&C 20- LOG NAME: 202018CIPY1 C1 P2- 0227 MCCLENDON CONSENT PUBLIC NO NO SUBJECT. Authorize Execution of a Contract with McClendon Construction Company, Inc., in the Amount of $2,488,458.13 for Combined Street Paving Improvements and Water and Sanitary Sewer Main Replacements for 2018 Bond Street Reconstruction Contract 1, Part 2 Project, Located on Kimbo Road, McComas Road and Alta View Street, Adopt Appropriation Ordinances, and Update the FY 2020-2024 CIP (COUNCIL DISTRICT 4) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing appropriations in the Water and Sewer Capital Projects Fund in the amount of $1,370,915.00 transferred from available funds within the Water & Sewer Fund; 2. Adopt the attached Appropriation Ordinance adjusting appropriations in the 2018 Bond Street Reconstruction Contract 1, Part 2 Project, in the amount of $1,552,6.70.13 and reducing appropriations in the Street Construction/Reconstruction/Rehabilitation Programmable Project (City Project No. PB0001) by the same amount; and 3. Authorize execution of a contract with McClendon Construction Company, Inc., in the amount of $2,488,458.13 for Combined Street Paving Improvements and Water and Sanitary Sewer Main Replacements for 2018 Bond Street Reconstruction Contract 1, Part 2 project (City Project No. 101119). DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract for water and/or sanitary sewer and paving. improvements on approximately 1.24 lane miles for the 2018 Bond Street Reconstruction Contract 1, Part 2 on the following streets: Street From To Kimbo Road Mesquite Road NE Cul-De-Sac McComas Road Kimbo Road N. Beach Street Alta View Street Kimbo Road Premier Street The Transportation and Public Works Department's share on this contract is $1,308,613.13. Funds for this project are included in the 2018 Bond Program. Available resources within the General Fund will be used to provide interim financing until debt is issued. Once debt associated with the project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 23209-05-2018) and subsequent actions taken by the Mayor and Council. The Water Department's share on this contract of $1,179,845.00 will be available in the Water and Sewer Capital Projects Fund of the project (City Project No. 101119). The project was advertised for bid on December 12, 2019 and December 19, 2019 in the Fort Worth Star -Telegram. On January 30, 2020, the following bids were received: Bidder Amount Time of Completion McClendon Construction Company, Inc. 1 $2,488,458.13 275 Calendar Days apps.cfwnet.org/counci I_packeYme—review.asp?I D=27795&councildate=4/7/2020 113 5/5/2020 M&C Review Stabile & Winn, Inc. $2,527,094.00 FNH Construction, LLC $3,359,867.35 --] In addition to the contract amount, $310,704.00 (Water: $71,740.00, Sewer: $60,338.00, TPW: $178,626.00) is required for project management, material testing and inspection and $124,423.00 (Water: $32,081.00, Sewer: $26,911.00, TPW: $65,431.00) is provided for project contingencies. This project will have no impact on the Transportation & Public Works operating budget nor on the Water Department's operating budget when completed. Construction is expected to start in June 2020 and be completed by March 2021. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. Appropriations for the Water, Sanitary Sewer and Paving Improvements for 2018 Bond Street Reconstruction Contract 1, Part 2 project by Fund will consist of the following: FUND Existing Additional Project Total* Appropriations Appropriations 2018 Bond Program — Fund 34018 $3,414,589.00 11 $1,552,670.13 $4,967,259.13 Tax Note 2017 -- Fund 34017 $350,000.00 $0.00 $350,000.00 Water & Sewer Capital Projects — $2,462,358.00 $1,370,915A0 $3,833,273.00 Fund 56002 Project Total $ 6,226,947.00 11 $2,923,585.13 $9,150,532.13 *Numbers rounded for presentation purposes. MIWBE OFFICE — McClendon Construction Company, Inc. is in compliance with the City's BDE Ordinance by committing to 5 percent MBE participation and documenting good faith effort. McClendon Construction Company, Inc. identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 15 percent. The 2018 Bond Program funding was included in the 2020-2024 Capital Improvement Plan for project PB0001. In order to administratively track the spending of all funding sources in one project, appropriation ordinances are needed to move appropriations from the programmable project to the jointly funded static project. This action will update the 2020-2024 Capital Improvement Plan. FISCAL INFORIVIATIONICERTIFICATION: The Director of Finance certifies that funds are available in the current operating budget of the Water & Sewer Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, in the Water and Sewer Capital Projects Fund and 2018 Bond Program Fund. Prior to any expenditure being incurred, the Transportation & Public Works and Water Department have the responsibility to validate the availability of funds. TO _ Fund Department Account Project I Program Activity Budget Reference # Amount ID ID Year I (Chartfield 2) FROM Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year Chartfield 2 Submitted for City Manager's Office by. Dana Burghdoff (8018) apps.cfwnet.orglcouncil packetlmc_review.asp?IDm27795&councildate=41712020 213 5/5/2020 Originating Department Head: M&C Review William Johnson (7801) Additional Information Contact: ATTACHMENTS Monty Hall (8662) 202018CIPY1 C1 P2-MCCLENDON 34018 AO20rev.docx 202018CIPYl C1 P2-MCCLENDON 56002 A020(rDrev.docx M & C Map - 202018CIPY1 CIP2-MCCLEN.DON.pdf apps.cfwnet.org/council_Packet/mc review.asp?ID=27795&councildate=4/7/2020 313 CITY OF FORT WORTH, TEXAS TRANSPORTATION TATION AND PUBLIC WORKS ADDENDUM NO. 1 To the Specifications and Contract Documents For 018 BOND, STREET RECONSTRUCTION CONTRACT I B: KIM1130 ROAD, WCOMAS ROAD, & ALTA'VIEW STREET UNIT 'I WATER UNIT 2- SANITARY SEWER UNIT 3- PAVING IMPROVEMENTS I irnbo Road (Mesquite Road to Eastern endCul-de-sac) McComas Road (Klmho Road to N. Beach Street), Alta View Street (Kimbo Road to Premier Street) City Project No. 101119 Addendum No. 'I Issued; January 1 , 0 0 OricginaI Bid Opening Date: January 1, 2020 ^ (Postponed) New Bid Opening Date: January 23, 2020 Thls addendum formes part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documa"ts. Bidder shall acknowledge re ipt of this addendum in the space prbvlded below and ackfio ledge rer-aipt on the outer envelope of y our bld. Failure to acknowladga recalpt of this addendum could subject the bidder to disquafificatlon. The specifications and contract documents for 2018 BO IN D. STREET RE C ON STRUCTl0N ONTRA T 1 B are hereby revised by Addendum N o. I as fellows; The Project Manual �a amended as follows: 1. Section 00 11 13: The bid opnniing date Is revised to January 23, 2020. Contractor{Bidder Questions & Responses/Clarifications: The Agreement allows 275 calendar days for the project. However, the sure of the time allotted for traffic control In the Proposal Form is longer. 1 .5-months, How much time is allowed to construct the project? 275 calendar days (9 months). Piease antidpate- Addend.um 42 to adjust the sum of the time for traffic control bid items to total 9 months. A-1 ADDENDU 1 Kimb-e Road. McCcmas Road, & Alta Vlew Street City Protect No. 101119 2. Maw manor porlable message sigris are required? Are they necessary nor this size road? Please. anticipate Addendum #2 to remove portable message signs from the project. 3. There Is no separate bid Item for commercial and resfdon#ial drlvoways. What are the. differences between; the residential and cam mardal driveways? There are no material diffbrenGas between the commercial and residential dr]vewoYs, Each are 1E" tiiigk Minforced ooncreto_ The only dVNFen oa is the ccmm9roldl drivaways have a larger 10' radial curb return and the width of one of the commercial driveways Is larger. 4, What is the difference in sidewalk and driveway bid Items u61ng private versus pulolle? There are no materlal Jiff Bran s. Private and public bid items are prNI'ded to halp the Inspector track qu'aritltles throughout construction. . Whore are the curb and gutter payment II'm its at the drives aya? The cu rb and gutlor payment 1irnits extend -straight across the drivevt+oy opening, along the projected back of curb 11ne, in lieu of curving around the driveway curb return. The driveway payment limits begirt at the projected back of curb Ilne and Includes (lie radial curb return area. 6, Unless are arrangement has been made with reside ntslbusinessos, is HE concrete pavement required? On other similar projects, HES concrete Is. in the Proposal Form but not being uhlizedllnstalled. VVIIII closure of the Intersection be allowed? Are arrangement hasn't been made w1th resident w0nesses. HES concrete Is not neceseariiy rewired_ The overall Intend of HES concrete is to allow traffic to. drive on the Pavement quicker ccmpare d to regular concrete that takes longer to cure. Consldering HES concrete is not being uiillzad on other projeefs, please anticipate for Addendum #2 to revise the Proposal Form wily less HE S concrete and more regular concrete. The Conkractor shaII receive approv-0l from the C Ity prior to a potentlaI interse0on closure_ 7. 1)nes the. propased concrete pavernent.at tha intersection of Wesley Street & Kirnbo Road rued subgrade treatment or not? The area is not big enough for IIme or cement treatment. Please :auticipate for Addendum #2 to revlsa the Proposal Form to account For this Intiarsection to receive flexible base- S. Contractor recommended the bier Itcrhs for fence modificationlreinstalleflon should be per linear foot and not a lump sum- The reasoning is to avoid having to pay a lump sum for a small mod lflcratfonfreInstallation of fencing. A-2 ADDENDUM 1 K inbo Road, McComas Road, &-Alt$ View -Street City Prot No. 101119 Pleese aut�alp$te to,` Addienduin #2 to OE!1190 the bid ltarn Ca be priced on 0 11nElar fcr+ t f asls. 1ta31e ? gave french�sa �Itilitios bead reiaaato{i 9a . elecrJ'Jc, p G.3s rein+ sl�ons shnul he cGI-npleted by Ilia end of JaMlaey and fare the coros#ructlori slart date. aj This Addend Lim 140-1, farms est} ooirlgkrlal Prajocta�lrls anuCa, , &tCon r D ouMejjts of the' r #ereroc d proj!a nod modlfl same. AddendUrn o. I by Qarfipletjng the raVesied frofGrmatlon Acenowled a yriur r celpt Of at the foll0wing la08ffOns' (1) lro the spsae provided an oeliora 00 41 oor 131d 1='orin. Pane 3 of 3 € k lditDte InFF/VEJD � A j<1V0 LEDGE ADDENDUM NO I" s��v�tope' "R�G include a signed copy Addendum No in t1jo sealed bld e41.vaaopo at the throe of bid subrrtltfal. Peilureta aaknow,ledge rocoipt of Addendum No. I below couldall ciat"menthe subject bidder to be considered "NON RESPQ1�5lVE", rasultirl9 1 C�IIJEPk4kh�0 MANAGERR C Ac}(# OU 1 1J El TkAN PORTATkC)N & PtJj3k_ C VJDRi{ -3 ADDENDUM IVnib* Road, MGM: M05 Road, $ Alta MBW Straal tatty r rdJeat Na I D l.I 19 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ADDENDUM NO. To the Specifications and Contract Documents For 018 BOND, STREET RECONSTRUCTION CONTRACT 1 B: KICI BO ROAD, McCOMAS ROAD, & ALTA VIEW STREET UNIT 'I -WATER UNIT 2- SANITARY SEWER UNIT 3- PAVING IMPROVEMENTS 1 imbo Road (Mesquite Road to E_astem endCul-de-sac) MGComas Road (# iniho road to N, Beach Street), & Alta View Strut (Kirnbo Road to Prerniier Street) City Project No. 101119 Addendum No. 2 Issued: January 22, 2020 Current Bid Opening Date: Jarivary 23, 2020 —(Postponed) New Bid Opening Date: January 30, 2020 This addendui n forms part of the Specifications and Contract Documents for the above referenced Project and modifies (lie original Specif ications and Contract DocUments. Bidder shall erknowledge receipt of this addendum in tho space provided below and acknowledge receipt on the cuter envelope of }your bid, Failure to ar:koo fadga receipt of thls addendum could subject the bidder to d]squsIif cation. The spaclficstlons and contract decurnents for 2018 BOND, STREET RE ON TRUCTUN CONTRACT 113 pare hereby revlsad by Addendum No. 2 as follows: Constructiori plans are revisod as follows: I, Revised Cover: Signature acquired. . Revised Sheets 18-22: The plan views are updated vAth approximate senitwy sewer service locations. 3_ Revised Sheet I8: Pipe bursting extended from manhaIe to manhele_ Pipe bursting material changed to 11UPE, Label' inodifred for manhole at L-464 STA.: 14•i•93_30 to Include Manhole Adjrastrnent, Major w/ Cover, 4. Devised Sheet 19: DIP pipe Joint is replaced with S DR-6 and concrete encased. 5. Revised Sheet 28: Added concrete mpair to Chesser Borer Roed. Modified ifmits for the water lino installed by Other Than Open Cut. S. Revised Sheet 9: Added water line lowering. 7. Revised Sheet 34. Added Concrete Encasement for Uillity Pipes retail, 8. Revised Sheet 7: Added Water Line Lowering detail. A-1 Ar)DEN l]UM 2 KEmbo Road, McComas Road, & Alta View Street City Project No_ 101119 9. Revised Sheet 50-53: Add itlonaI text is added to C onstructicn Note #10 which reads "Prior to fence andler gate rernoval, contractor skull obtain approval from property owner & city," 10, Revised Sheet 56: Revised Alta Mew Street reinforced concrete depfh from 6,6"to 7.0". 11. Revised Sheet 58: H ES pavernent replaced with regular concrete on g" flexible base, Type A, G R-1. 12. revised Sheet 2: Added Manhole Adjustment, Major wl Cover 13. Revised Sheet 63: Added ManhGls Adjustment, Major wl Cover 14, Revised Sheet 75: Revisers the "Raised Reinforced Conc{ete Median" detail. Added detail named °Option for Stabilization Under Curb and Matter" which provides the option of HIVIAC transltJon & 5" CTB underneath curb and gutter. However, HIVIAC Transitioln & Y CTB underneath curb or In place Gement stabilization Underneath curb shall ba considered subsidiary to the curb and gutter bId item. 15. Revised Sheet 77: Updated dotes. 16. Revised Sheet 78: Updated Mates_ 17. Revised Shoot 79: Dirnension changes to Type P-1 Ramp, Diatactabka warnings slightly moved, 1 S. Revised Sheet S0: Dimension changes to Type P-2 Ramp. IL The Project Manual is amended as follows: 7. Section 00 11 13. The bird opening date is revised to January 30, 2020. 2. Sections 00 42 43 Addelndurn — Proposal Form: The fo I lovvFng summarizes changes to Proposal Form, Unit 1. Water improvements a) All Unit 1 Water Improvements bid Items have been reordered_ b) 0rigInaI bid item 0 (Addendum 2 bid item 18). Mod ilied the descri gtIcn to "0171.0102 As -Built Survey (GIS)" o) Original bid Item 04 {Addendum 2 bid item 201: Quantity reduced. Removal of water life within same tranch of proposed water line is subsidlar� to water pipe bid item. d) Original bid item 0 (Addendum 2 bid Item 25): QUaht1 Increased to account for more concrete pavament repair on Chesser Boyer road. e) Original bid item 11 (Addendum 2 bid item 27): 81d Item changod from "3211, 012 " FlexJble Base, Type A, tar-2" to " 201.0400 Temporary Asphalt Paving Repalr (7 Type B HMAC an " CTB)." f) Original bid iterin 29 (Addendum 2 bid Item 94): Quantity reduced to correlate with the contract time_ g) New Add endumn 2 bid item 32: 330 5.00 08" Waterline Lowering h) New Addendum 2 bid item 3 : 0 17.1004 lane Legend Only i) New Addendum 2 bid item 34: 3217.2001 Ralsed ivtarker TY j} Now Addendum 2 bid item 35: 999 9. 0000 Modification &for Re i nsta I I ation of Meta I Fenve at 3167 N Beach L (Restore to Existing Conditions or Better) (As DJrQgtgd by City & Property Owner) A-2 ADDENDUM 2 Kirnbo Road, MdCamas Road, & AIEa View t9tmal City PfoJect No. 101 119 to Now Addendum 2 bid item 36: 33C&00 5 12" Waterline Lowedng (As Directed by City) 1) New Addendum 2 hid item 37: 9999.0000 Water Irnprovernents Con,struction Allowance Unit 2. Sawer Improvemerits a) All Unit 2 Sewer improvements bid [terns have been reordered. b) Original bid Items 02 (Addendumn 2 bid item 08): Modif[ed descrl t[on to T171.0102 As -Built Survey (G I )", c) Original bid item 67 (Addendum 2 laid item 13): aid item changed from "3211.0122 " Fleft [e Base, Type A, Gr- " to "3201.0400 Temporary Asphalt Raving Repalr (2" Type B HMAC on 67 r^7113)", d) Original bid Item 15 (Addendum 2 hid itein 0 ): Quantity Jncreased, This indrides pipe bursting to next manhole, a) Original bid item 20 (Addendum 2 bits item 01): gUantlty reduced. 8" .SDR"26 tongth exchangad with 8" Pipra Eniargemen I f id Item, f) Original bid item 21: Delete bid Jtem, 0} Original bid Item 25 (Addendum 2 bird item 25): Quantity reduced to correlala with the cantract tone. h) New Addendum 2 bid item 17: 3301,0402 FInal CCTV inspection (In Anticipation of an Updated pecifcation) i} New Addendum 2 bid item 26: 3217-4501 24" SLID Pvrnt Marking HAE (W) !j New Addendum 2 hid item 27: 3305.0116 Concrete Encasement for Utility Pipes k) Now Addendum 2 bld item 28: 3305.0114 [Manhole Ad]ustrnent, Major wl Hover (L-4642 SS Lln ta. 14+93) 1) New Addendum 2 bid item 29: 3305.0114 Manhole Adjustment, Major vvi Oovar (Alta View Street Sta. 2+15) m} New Addendum 2 bid item 30: 330 -0114 Manhole Adjustment, Major 1 Cover (Alta View Street Sta. 2+54) n) New Addendum 2 hid item 31: 3305.0114 Manhole Adjustrnerit, Major wl C over (Alta VIaw Street ~eta. +25) o) New Addendum 2 bid item 32. 999 .0000 Sanitary Sever Improvements Construction Allowance Unit 3. Paving Improvernents a) Original bid Item 06: Mod lfled bid dascri Oan to 11" Pavement Pulverization. b) 0rigInai bid item 19: Deleted bid Item. c) Original bid items 20-63: Bid Items have been reordered. d) Original bid item 21 (Addendum 2 bid item 20): Quantity increased. e) Original bid Item 22: Deleted bid item, f} Original hid item 23 (Adoleridum 2 bid item 1): Quantity increased. g) Original hid item 24: Deleted hid Item. h) Original bld Item 25 (Addendum 2 bid item 22): Quanlity Increased.. l) Original bit! Item 26: Meted bid Itern. j) 0riogi► eI hid item 27 (Add eandurn 2 bid Item 23): Qua.ntli<y Increased. k) Original bid item 26: Deleted bid Rem. A-3 ADDENDUM 2 Kimbo Road, McCbmss Road, & Alta Vista Street Oity FrojeGt Flo- 101119 1) Original bid Item 48 (Addendum 2 bid item 41):: Quantity reduced. m) Original bid item 47: Deleted bid item. n) Original bid Item 48 (Addendum 2 bid Item 4): .Bid Item changed from u9999,0000 Flexible Base, Type A, GO-(Inl3tall as a Temporary Paving Surfnee at Driveways & Other Mc. Locations)" to "3211.011 6" FlexUe Base. Type A, OR-1 (For DIN Constru otion and of the Wesley St intersection)." o) Original bid item 49 (Addendum 2 bid item 43): Bid Item chanaW from "9999.0000 Sidawalk Curb (RetainIng. Wall Less Thar~ 1' Ta11)" to "3213.0922 Caric Curb at Back of Side aik." p) Original bid item . 0 (Addendum 2 bid item 44): Quantity increased. q) Original bid Item 51 (Addendum 2 bid item 48): Q+jan ity reduced_ r) Original bid Item 52 (Addendum 2 bid itenr► 46): Modified bid de�!gliptian to "999 ,0000 Miscellaneous Structure Adjustment (Irrlgation)." j 0riginai bid item 53 (Addendum 2 bId Item 47): Bid. Ilem chgnged from `9999.0000 AdJust Existing Goncfete Water Muter Box to FInIsh Grad' to "3305.0108 MIscelianaous Structure A4dJustment (Woto, r Deter Box).` Q Original laid items 56 8 (Addendum 2 bid items 50-5 ): Modified quantities and units_ u� Original bid itbm 60 (Addendum 2 bid item 5 ): Modified. unit from SY to CY. v) Original bid Item 62 (Addendum 2 bid item 6): ModiCed b1d item d cr(plion to "Construct Rai d Reinforced reed Concrete Median at Kimbo Ind and Mesquita Intersection" Per Detail. w) Original bid item 63 (Addendum 2 bid item 57): Bid item chan-ged from " 999.000 B" PVC Subdrain Systern" to " 346_0108 6" Pfpe Underdr-ain, Type 8 (Solid Wall & Perforated)". x) Now Addendum 2 bid item 58: 9999.0000 Paving Improvements. Construction Allowance Contrar-tor/Bidder Quosfions & RespansWC[arifications: 1. On page 19, pigs rnaterfOl from manhole to manhole Is typically the same lope of material; Will a "boot" connection from DIP to PVC be sufficient? Plans are revised with sewer PVC pipe material for ffie entire length from rnanhole sta. 10+98 to manhole sta. 19+83, Concrete encasement on the PVC sewer pipe is proVided at the water crossing near station 19+75. The Water Is revised to be Iowe rod under the .5e e�r. Manholes call for epoxy coating but are not deeper thars 10-foet or connect to a gape with a slope greater than 3%; Is this required? Yes. 3, Unit I & 2. Water & Sanitary SaWer Improvements, of the Proposal Furrn provides 6--inches of flexible bass ass -a temporary pavement. Typically, 2- A-4 ADDENDUM 2 KkMW Rout#. MQCQma% dead, & Alta View Sireek 01y PrDint No. 10111E inches of asphalt on 64nches of flexible base is provided as a temporary pavement. The PFoposal FonTi fs revised such that 2-Inches of asphall On 6-inches of CTB is provided. 4. Ors page 28, the existing water Ifne In Chesser Borer Road is called a u t to be removed. This would Include cutting into pavement In Chesser Boyer Read that Is not shown, Is removal of this water lino required? Sheol 8 is revised such that the Contractor shall colt into the Chesser ISDye r pavomenl in order to plug the existing water line, then grout & abandon the Ifine from the point of the plug In Chesser Boyer to the saulhside of the Kiniho Road ouI (I� sac where the boa`s fait fbr the new wafer Ilne Is located. 5. For the proposed pedestflan island on sheet 57, 2-inches of existing pavement Is to be removed. Removing -inches of pavement with a Jackhammer may damage the surroundIng pavement. The ama and radii at the corners Is -toe small to rnfll. Contractors suggested the existing pavement.at the pedestr€an island be entirely removed and new pavement and curbigutter be constructed, Or altornatively, roughing the exfstirtg pavement surface with diamond blade and then dowelling Into tho existing paverent would ba a possible method of construction?. The existing pavement is relatively now and removing pavemeni`. yvou€d not. soak goad in 1-he eyes of lh& cD1113-nUnity.. Revised platys reduce the amount of 2-inch deep existing paVem€ nt removal. 2-inch pavement removal is only required under proposed curb.. This wlfl allaW the now curb to loch into the existing pavement. The edges of the curb should not flame off because there's -Inch [nInimum depth of concrete underneath, Plans have also been revised to work a Futigh surface onto the existing pavement, apply art approved bonding agent, and then dowel the now pavement I11to the existing pavement_ 8, What is the difference in sidowallt and driveway bid items using private versus publlo? There are no material differences- AddendUrn 2 r:ornbines the private and public bid items to avoid confusion. 7. There Is a 9-Inch transition asphalt at drivevaays. This can amount to a signIf!cant cast throughout the POt- road. Should Qn alternate transition material be considered 1ri place of asphair? H MAC is required as the transition material. 0o pages 77 and 78, tine note for the 9-inch transition asphalt Is revisadhipdated. 9-inch Vans&Gn is subsidiary to the -driveway construction. HM AC transi Hon required beyonif 9-€nch is paid per ton HMA . A-5 ADDEN DDArf Kirnho Road, MuCarptar, Road, & Alta View 5treel Cily Project No_ 161119 S. Will lit-, new CCTV specfflaallnn he Implemented in this project? This Wnuld include a pre -construction CCTV, a post- ronsUueton CCTV (done prlOr to fllffng trench), and a final G CTV upon ccmpleVan. No. However, a nr� nr laid ftem, "FInnI CCTV I n s. peat'Idn", (nr fIna I COW is provided in ankIpatlDn the snarl to be updated speclficAWII is implemented -on this project, This Addendum No. 2, forms par# of the Spe0l'Catlons & 0 antr6et Documents for -die above referenced pmJect said modFfles the original Prqjeot Manual R Contract Docufnerits of the same. Acknowledge your receipt of AddendaM No, 2 by completing th6 requested Info rMatiOn at the following locations; (1 ) in the spar,.e provided In Section 00 49 D0, Sid Form, Page 3 of 3 () 1ndloete in upper cane Wters on the outside of your sealed h1d envelope: Incfudd a signed copy of Addendum No. 2 fry the sealed bid envelop at the time of bid sub rmitta1. Faflu re to acknowledge receipt of Addendkim No, 2 below cmjId omuao the subiect bidder to be considered "NO N R ES PO INS IVE ", resufting IndfsctuaGflcation. RECEIPT ACKNOWLEDGED Qqrn A-6 ENGINEERING MANAGER TRANSPORTATION & PUBLIC VVDIRKS l-arinZarde, P.E. fflip P ;0 LANE M. ZARATE � rti.............**. }'k 00 IWDO ADDENDUM 2 Klmho Road. MuComag Road, & Alta View Street City FlroJQat No, 101119 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORDS ADDENDUM NO. To the Specifications and Contract Documents For 018 BOND, STREET RECONSTRUCTION NTRA T 1B; I iMI30 ROAD, McCOMAS ROAD, & ALTA VIEW STREET UNIT 1-WATER UNIT 2_ SANITARY SFWER UNIT 3� PAVING IMPROVEMENTS Kinibo Road (Mesquite Road to %aslerin endCul-de-sac) MGCoiinas toad (Kilmba Road to N. Peach ireet), & Alta View Street (Kirnha Road to Premier Street) City Project No. 101119 Addendum No, 3 Issued: January 2B, 2020 Chid Opening Date: January 30, 2020 This addi�ndm f n-,ls part of the Specifications and Contract Docurnanis for the above referenced Protect and modifies the original S pa cif icati ons and Contract DOCUnlent5. Bidder shall acknowledge receipt of this addendum in [he space provided below and ackno ledga3 recelpt on Ilse outor erivelope of your b1d. Failure to acl howledge receipt of this addendum COUld subject the bldder to disqualification. The speciflcaliaris and conlrect docun MIS for 2018 BOND, STREET RECONSTRUCTION ONTRA T 1 E are hereby revised day Add andum No, 3 as follows: The Project ManuaI is amended at follows: 1. Sections 00 42 43 Addendum 3 — Proposal Form Page 2 of : The following summaries changes to Proposal Form. Unit 3. Paving ImproVemenis a) Addendum 3 bid item 44: ModFfi the (Jescr tfon to "9 9J.0000 7" Gnc.rele Pnvernent"_ b) Addendum 3 laid item ITS. Modified Ella dosoriptlon to "9999.00OD 7" Concrete Pavement 11E et Wesley St & Mc auras Rd (As Mended)". .fit-1 ADDENDUM 3 Klukbo Road, Mc;Comas Road, & Alto vlem $(rest City ProjecJ.Nin. 101119 ThI's Add endarn Flo. 3, forms part~- of the peoifica[ions & Contract Documents for the above referenced prpjad and mod ifieq the original Project ManuaI & Con Ira M Documents of the same. ftknmledge your reoekpt of Addondurn No3 by core ple ing the requested informat,lan at the following locations: (1) In thD space provided In Secllon 00 41 00; Bid Form. Page 3 of f j Indicate in upper case letters on the outside of your seeJad bid onvelope. "RE- OEfVEL) & ACKNO WLEDGE ADDS f7t. M NO, 3" Ineluda a signed wpy of Addendum No. 3 Jn the sealed IJJd ehvelop a the WM6 of bid submittal. Failure to acknowledge rer,-eIpt of Addendum No. 3 below could cause the subject bidder to to considered "NONRIW PON IVE", resulting ind1squalificalion, RECEIPT A FCNOWLEL)GEL ENGINEERING MANAGER TRANSPORTATION & PUBLIC WORK Gorrrnarry_ Larne rate, V.r A-1 ADDENDUM 3 KimbD Road, MvCr;mz3s load, & Alta VIeW Street City ProjEcA J40- 101110 001113-1 INVITATION TO BIDDERS — ADDENDUN9 Page 1 of 2 1 SECTION 00 1113 2 1N VITATION TO BIDDERS 4 RECEIPT OF BIDS 5 Sealed bids for the construction of 2018 Bond, Street Reconstruction Contract IB - Kimbo 6 Road, McComas Road & Alta View Street Improvements, City Project Number 101119 will 7 be received by the City of Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth, Texas 76102 13 until 1:30 P.M. CST, Thursday, January '0, 2020, and bids will be opened publicly and read 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the (approximate) following: 18 1590 LF of 8" SDR-26 Sanitary Server Pipe, 19 40 LF of 8 " DIP Sanitary Sewer Pipe, 20 140 LF of 8" Sanitary Sewer Pipe Enlargment, 21 280 LF of 8" DR-14 Water, 22 1675 LF of 12 " DR-14 Water, 23 3,070 SY of 7" Concrete Pavement, 24 5835 SY of Pavement Pulverization, & 25 5835 SY of 3 " Asphalt Pvmt Type D 26 27 PREQUALIFICATION 28 The improvements included in this project must be performed by a contractor who is pre- 29 qualified by the City at the time of bid opening. The procedures for qualification and pre- 30 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 31 32 DOCUMENT EXAMINATION AND PROCUREMENTS 33 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 34 of Fort Worth's Purchasing Division website at http://www.fortwoitlitexas.gov/purchasing/ and 35 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 36 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 37 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 38 Parties Form 1295 and the form must be submitted to the Project Manager before the 39 contract will be presented to the City Council. The form can be obtained at 40 https:/fwww.ethics.state.tx.us/tec/1295-Info.htm . 41 42 Copies of the Bidding and Contract Documents may be purchased from: 43 Baird, Hampton & Brown, Inc. 44 3801 William D. Tate Blvd. Ste. 500 45 Grapevine, Texas 76051 46 47 The cost of Bidding and Contract Documents is: 48 Set of Bidding and Contract Documents with full size drawings: $300 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22, 2016 Project No. 101 119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0011 13-2 INVITATION TO BIDDERS — ADDENDUM 2 Page 2 of 2 Set of Bidding and Contract Documents with half size drawings: $150 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: Tuesday, January 7, 2020 TIME: 10: 00 AM PLACE: City Hall 200 Texas Street Fort Worth, TX 76102 LOCATION: TPW Conference Room 270 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Greg Robbins, P.E., Sr Project Manager, City of Fort Worth Email: Gregory.Robbins@fortwortbtexas.gov Phone: 817-392-2333 AND/OR Attn: Gene Capps, P.E., Baird, Hampton, & Brown Inc. Email: gcapps@bhbinc.com Phone: 817-251-8550 ADVERTISEMENT DATES Thursday, December 12, 2019 Thursday, December 19, 2019 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22, 2016 Limbo, McComas & Alta View Improvements Project No. 101119 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 4 1. Defined Terms 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 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 Budding 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. Pregnalifcation 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. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1,1. Paving — Requirements document located at; 41 hgps://projectpoint.buzzsaw.com/fortwortl)gov/Resources/02%20- 42 %20Consti-action%2ODoculnents/Contractor%2OPre ualification/TPW%2OPavin 43%20Contractor%2OPrequalification%2OProaratn/PREQUALIFICATION%20REQ 44 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Kimbo, McComas & Alta View Improvements Project No. 10H 19 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 htt�2s://projegtpoint.buzzsaw.com/foitworthgov/Resources/02%20- 2 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin>; 3 %20Contractor%2OPrequalification%2OProgram/PREo UALIFICATION%20REQ 4 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer — Requirements document located at; 7 littps://projectpoint.buzzsaw.com/foi`twortligov/Resources/02%20- 8 %20Construction%2ODoc-ameiits/Contractor%2OPre ualification/Water%20and%2 9 OSanitary%20Sewer%20Contractor%2OPrequalificatiorl%20Program/WSS%20pre 10 dual%20requirements.doc?public 11 12 13 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 14 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 15 45 11, BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 22 bidder(s) for a project to submit such additional information as the City, in its sole 23 discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested, may be grounds 30 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4. In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 37 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 38 39 4.1. Before submitting a Bid, each Bidder shall: 40 41 4.1.1. Examine and carefully study the Contract Documents and other related data 42 identified in the Bidding Documents (including "technical data" referred to in 43 Paragraph 4.2. below). No information given by City or any representative of the 44 City other than that contained in the Contract Documents and officially 45 promulgated addenda thereto, shall be binding upon the City. 46 47 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 48 site conditions that may affect cost, progress, performance or furnishing of the 49 Work. 50 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Project No. 101119 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 5 contiguous to the Site and all drawings of physical conditions relating to existing 6 surface or subsurface structures at the Site (except Underground Facilities) that 7 have been identified in the Contract Documents as containing reliable "technical 8 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 9 at the Site that have been identified in the Contract Documents as containing 10 reliable "technical data." 11 12 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 13 the information which the City will furnish. All additional information and data 14 which the City will supply after promulgation of the formal Contract Documents 15 shall be issued in the form of written addenda and shall become part of the Contract 16 Documents just as though such addenda were actually written into the original 17 Contract Documents. No information given by the City other than that contained in 18 the Contract Documents and officially promulgated addenda thereto, shall be 19 binding upon the City. 20 21 4.1.6. Perform independent research, investigations, tests, borings, and such other means 22 as may be necessary to gair, a complete knowledge of the conditions which will be 23 encountered during the construction of the project. On request, City may provide 24 each Bidder access to the site to conduct such examinations, investigations, 25 explorations, tests and studies as each Bidder deems necessary for submission of a 26 Bid. Bidder must fill all holes and clean up and restore the site to its former 27 conditions upon completion of such explorations, investigations, tests and studies. 28 29 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 30 cost of doing the Work, time required for its completion, and obtain all information 31 required to make a proposal. Bidders shall rely exclusively and solely upon their 32 own estimates, investigation, research, tests, explorations, and other data which are 33 necessary for full and complete information upon which the proposal is to be based. 34 It is understood that the submission of a proposal is prima -facie evidence that the 35 Bidder has made the investigation, examinations and tests herein required. Claims 36 for additional compensation due to variations between conditions actually 37 encountered in construction and as indicated in the Contract Documents will not be 38 allowed. 39 40 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 41 between the Contract Documents and such other related documents. The Contractor 42 shall not take advantage of any gross error or omission in the Contract Documents, 43 and the City shall be permitted to make such corrections or interpretations as may 44 be deemed necessary for fulfillment of the intent of the Contract Documents. 45 46 4.2. Reference is made to Section 00 73 00 Supplementary Conditions for identification of: 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Kimbo, McComas & Alta View Improvements Project No. 101119 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any, on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 4.2.2. those drawings of physical conditions in or relating to existing surface and 8 subsurface structures (except Underground Facilities) which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents, but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any "technical data" or 17 any other data, interpretations, opinions or information. 18 19 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means, methods, techniques, sequences or 23 procedures of construction (if any) that may be shown or indicated or expressly required 24 by the Contract Documents, (iii) that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc., have not been resolved through the interpretations by City as described in 28 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 33 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work, Etc. 38 39 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Kimbo, McComas & Alta View Improvements Project No. 101119 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way, easements, and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 200 Texas Street 26 Fort Worth, TX 76102 27 Attn: Greg Robbins, P.E., Sr Project Manager, City of Fort Worth 28 Fax: 817-392-8092 29 Email: Gregory.Robbins@a,fortworthtexas.gov 30 Phone: 817-392-2333 31 32 33 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 34 City. 35 36 6.3, Addenda or clarifications may be posted via Buzzsaw at <Insert Link to Documents>. 37 38 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 39 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 40 Project. Bidders are encouraged to attend and participate in the conference. City will 41 transmit to all prospective Bidders of record such Addenda as City considers necessary 42 in response to questions arising at the conference. Oral statements may not be relied 43 upon and will not be binding or legally effective. 44 45 7. Bid Security 46 47 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 48 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 49 the requirements of Paragraphs 5.01 of the General Conditions. 50 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Project No. 101119 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. ,Substitute and "Or -Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTI4 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Project No. 101119 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 -- Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title, the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Project No. 10110 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2_ Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Kimbo, McComas & Alta View Improvements Project No. 101119 002I13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. 11 12 13 14 15 16 17 18 City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17A. 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. 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid- Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 IS. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Kimbo, McComas & Alta View Improvements Project No. 10H 19 0031 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 1 of 6 1 SECTION 00 3115.1 2 ENGINEER PROJECT SCHEDULE — BASELINE EXAMPLE 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 The following is an example of an Engineer's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Engineer when submitting a baseline schedule. See CFW Specification 00 31 15 Engineer Project Schedule for details and requirements regarding the Engineer's project schedule. 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I] I[�, .9, � �..d 70 'ii y� i, ¢ r5 0 ii G• . r{ I r . i- I. r I- Q r r� u fl S_ _ rn CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised TULY 20, 2018 Project No. 101119 0031 15.1-0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 6 C13 CD cl tz L--4 ------- rl Ft IR 2 bm A ILI E. 75 IL > L r:Q Ch u CL F- CITY OF FORT WORTH Klmbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20,2018 Project No. 101119 0031 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 6 of 6 2 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JOLY 20, 2019 Project No. 101119 0031 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 1 of 4 1 SECTION 00 3115.2 2 ENGINEER PROJECT SCHEDULE — PROGRESS EXAMPLE 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 The following is an example of an Engineer's project schedule that illustrates the data and expectation for schedule content depicting progress on the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Engineer when updating a progress schedule for submittal. See CFW Specification 00 31 15 Engineer Project Schedule for details and requirements regarding the Engineer's project schedule. 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Sr 1 Y VT `J' 'i 'rt 'i V{ -1 CITY OF FORT WORTH Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2019 Project No. 101119 1 2 0031 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 3 of 4 - — — ------------------------------------ ----- I � I ........ _.......... s_ ...... -------E------ — =�-. 1 --- rn ---------------:._-- ---- .---------- a------ --------_ G I 3 p'j-------i------------------- -----------:-••-••-••-i•----- -----• — - -- -- --------- - ----- ,.-.._. - r - - _ --------- - ------ - ------` .-_.— _ ______— _ ______ I_ ______ _ _. _�______ _ ____ --------------------- r r - - ------ r r _ _ ,_ - ;---------- F — .._.;_ ....._..-F-------------------- +---------- ----------- :----------- - ---------------------- - QY 1 fr I 1 +'W.4+ o•u. MI w•w lf9 ++13 Ln:uY u1�u� ., ur eil Ll".. u1 w'LLi M I'Y! 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F,' �1� F4 are a W 2 F }-F I +g �c�JJ v� fir 411 �`— ��y{ � �, � � _ � � � � , � .Y �• t.. :Iti L• -� m 4' (� LF Fu 12, rM nr, i`o I - 7rLp C +� ? ra +I Y L W k- L Q' u _' I} 'J I�� +}�I !i { rr,, � Y ; �� ' 3 4 E Q L• $` IC A' Ir � Ll IL'L CS z II CL pPpr Y 6��yy yg�Ys,fi[ Lf-+ Li r I V� w'5.'r� CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Project No. 10H 19 4 0031 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2019 Project No. 101114 00 31 15.4 - 0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 31 15.4 ENGINEER PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: IL Engineer's Project Manager: A. List of activities accompusnea in the reporting perioa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) 13. List of activities to be accomplished in the next reporting period 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) 3. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Kimho, McComas & Alta View Improvements Engineer Project Schedule Narrative Report for CFW Projects TPW Official Release Date: 7.20.2018 Page 1 of 1 Project No. 101119 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 1 of 7 1 SECTION 00 3115.4 2 ENGINEER PROJECT SCHEDULE SUBMITTAL PROCESS 3 PARTI- GENERAL 4 The following information provides the process steps for the Engineer to follow for 5 submitting a project baseline or progress schedule for a capital project to the City of Fort 6 Worth. See CFW specification 00 31 15 Engineer Project Schedule for details and 7 requirements regarding the Engineer's project schedule. 8 9 If you are not a registered CFW Buzzsaw user, please email or contact: 10 11 Fred Griffin, Buzzsaw Administrator 12 City of Fort Worth 13 Fred.Griff'in@fortworthgov.org 14 817-392-8868 15 16 Using your registered username and password log into the City's Buzzsaw Site 17 httt)s:/lvroiectooint.buzzsaw.coin/client/fortworthgov .I -1A �. JrGti' - - ';I A Y 1 4r 1 1 18 19 20 Navigate to your Project Folder. Verify that your Project ID and Project Name are 21 consistent with Project Folder Name. 22 23 Navigate to the Schedule Directory under your Project Folder. The 0070 1 -Flaxseed 24 Drainage Improvements project is used for illustration. 25 CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 2 of 7 k t& loop loch 1:11b IM'pra Iatwgdhoov ral 00701-Flaxseed ➢ralnr.4 V4wcM._5J A bid Forms i bid Responses Cnnstrucdon i ={ Consitants Canlvutar �[ Cerresponderim _k i- General Contract Doc nents and { Mr�[ Pro3ect➢raN3ngs Cl Pubk Meetings '} ❑I Real Property L�Iins + C0705-Urban'Allages Central 0 + 00705-Liar-5'ieps C enUal{k:.v . + Cj C0706 - Urban Vllages SE Clusirrr L-':: + P4 00706- Urban Wages SE U_stis l 1c '* 1�I 00730-Sarimw7 Sonr kebob icntra + QG�,S- FL7aute Ad ID.a CIP Yes_U came - oaks Road - &yarn irvin uu Ore r 100778 -Lebow Chnmd i cum -inner Creel i sworn e:.ri C0787-GrMiur11ar -16mesatu+ I > I� L� F'olndarr . Indexads Fred Griffin 15,284 M=oftFxcc! ' .. Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-Flaxs eedDrainagelmprovements-B aseline Schedule submittal updates will be labeled with Schedule Submittal Date `Y Y Y YMM' for example: 0 0701-Flaxs eedDrainagelmprovements-2009_01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select ❑Add ❑Document CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 3 of 7 Fitt Eat 4kw To& H* Figp y Fe Iod111 kl=ew aff Mote Link Wd1- Flaxseed Drainage]mprove-er K w d Folder .:ji P+d Farms ad Respoarses �j Constructian Lr � Consultants ....CJ Contractor Correspondence + U General Contract Documents and Spec [4j P:-slectorawings D- C1 ;heal Property (k Uulics is 00705 - Urban Pillages Central Cluster Six 00705 - Urban Villages Central Cluster Soul :E 12] 00706 -Urban Villages SE Cluster Berry-Ri, T (�L 00706 - Urban Villages SE Cluster Near Ea: [ 00730 - Sanitary Sewer Rehab Contract Ll r. Qj 00755 - Mestgate Rd 2004CIP Year L (Des + 00763-Dirks Road- Efyant]min to Granbi 00778 - €ebow Channel r: [ 007a6 - Summer Creek & Svramore School �. -_:0 Mm .1 Lo- Lq .,I? W * , Q - I rndex.xls Fred Griffin 16,334 Select Browse and go to the location of the files on your desktop. Select Open { I' ldecLdm t%L*HNh*Via;-weSlwrD�le�rrxltaaP)10 lad &3;9W g�$ Jgp�k r t]o eots Fla P&M I FQ WPM I MW--- I mp Aiwri C4r+mml linlirkhhm L"k in. Chop ' MYL�a is I,}IAyGmprAe Maidjetkk' Haiingar Pro 1M-CrUWLrs Player ler lreenotk:ia::es f;FxGye Pra]ects ' hk6a Acrobat B Profs slorral "�_ Bmsit asl :jdf 113 j Imin ras 2LDVDs ,�[1earType Tuning - lurusaw 2008 kJ Cod Record Edit Pro DO" ._ CH2MHILLVPN CrAUosswnd PMP Exam Sim 7.1 ,A RIe7ika Client Crystal Reports 21308 '�r aoogle Earth noel tL" f:efarenee Guide.pdf ~wtExpress f�l[fra [7eiragmenter tusmart Prerruer a Free Sorrsd Recorder Center 1Fre ter++=•rader.rxe I.-assConnect]LaPlc(„-runt. My[da�rrfr les 4tyc.ft KiJ ,iD[trmio Version 2002 Imide OuteBook koketMeetrig IilyNerno& No nm" ft4c�� F[n4.rww I.;ir,-e—.rh The file will appear in the Buzzsaw Add to Project — SeIect Documents window Select Next. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Project No. I01119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Do not select Finish at this time. .. SeRect t71FL1ir1FP.ntS kTlad� {ye�oertt fin, Q Emui Pbwka11mI 0031 15.4 - 0 CONSTRUCTION PROGRESS SCIIEDULE — SUBMITTAL PROCESS Page 4 of 7 SC�Cldwintr ha &dd fa hcwW web ilhe. VW CM Ja k j!M kd a D a h&M P, pmf fdOwalO. j _Ili tx ...... 1 h evzu7 : 1I - - - - ' - -1 +` wrld ri�jlu+4rF1l���I 1�ntNMI%rtASt+.3b."11 trxl y I Fri i Ce.K, I H.b I You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Next. <c I � �e89e � trsrrerle Ilse!lremnt� �e re+s,ors tlescpt� rW Ars[ t(wnr+l.w Item tar iper b� armed. 1110 i�vR oerti�d "4?ct Monuments I rnwlrterlt t4 r�ew �lhl�noFd� � + Attach L omment F J 1if Q 'Cr- a 11 '� � —I _ I — .. �clfmalJWi+-t�rHmpi2menits`�3aseline J riahfttWn �iaseliae sd,Ak.guso mi Romimr kh, ttama' — Jpdate Schedule Submittal hom'Company Ncvme' far work performed up to 3anuary 31, 2009 pbct P"-'ne Contact F9"rial 15 1 Dad ekxt r I I R I I 16 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Project No. 101119 1 2 3 4 5 6 7 9 10 11 12 13 14 15 0031 15,4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. M —_I Q�-__•lo.Ur pr�rn.�•I,rMr�y +af •I'Y�a.�. _ _ , •r _.. ,��._r vlrrr F�t<nnlr � T.. +, ..,. � I11 9PSSi Ilrs-crFYF� RK_ ITm S... T... s... 1i r TeY S[... T. S... C.... Ne... Roy.. -frnY 3—, T... 3... Jdc r-rC... ViC... T•OV W... T... W,.. 'Fr,-... AaJ.., vIC... u.a. N... u... i'andol... V... Tr,.2/2... CF... 2/2... s an,d scat � wx€ t3s.... mn€ e... chr. _. Nr•... F.n... Wii5ma... W... G... Am... N.... Ter... £4 - •rYL.r 0o W i■, fh. ..I (le ... V.., P... PSI S1j... Z-h F... Z— F... N.... Nfee... Juvtrx Ga.. ee BemY-fU 6 ... s... .... �... u7... mf... t:[ Near Ea! Con4acL L: +4•kp 1..14�P�1.•. I ;'K I frry I l+ftt ar 3I8., -- Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 201 & Kimbo, McComas & Alta View hnprovements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page 6 of 7 WW 0MV1 In nther ProiM mclibRl rwi dnGthen of Ilr rICW or upcla!rd fJm. Thr 57r c womnn: eleett7ocumenls 1 aide ednmertE AtUlchComment It, ILI Y —Tr] r-3siniwEmall fo.,- Fretl4tl�r1 ' Ilmtr muiam -- �i." I Proied Controls Te&n '�irrtq I43'�IaI�I�c�in��dne s�raatactPnone Update Schedule SrlbmitN frasm'Ccaipany Name for work performed up to January 31, 2009 Contact Name Contact Phone The schedule file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. to CM No *!* uk k , �`alaG _ fxtrrtsthaov *i � Cl carol-FCxs,=e0uahgk.]Ytera.� a ,. . �[ bid Forms �[ Bid Responses �I Cnn 1—tinn C—Atmnts J Contactor Correspondence J General Cmtracttn+ N. hmiii � � ProJact lkawinos _[ Public Himlin9s ' J Real Pmperty qdwd;lb 0070144 5S 3-0 1,iw en 'r Schedules rndex.xds 1.1€1lllInes �j 00705- Urban l'illagesCis" oulkr 50 + t`J 00705 -1.0-,+was Ce"U&IM Shin. i 6 DD706 F!s .&WSECrJUr WjAl.. 'i 1.1�p 00706 - urban YUq_ SE Cits11r1 Ss i OD730- Sanitary Sewer Rehab CrehMMY 1 00755-Mesquite Rd 2D04cli, rY 1 0.w �t3/ � Oa760-D'vks Roadls5.'1 F`r+r is GN.4 Upload the PDF file using the same guideline. � f>#4a y� �`'.l{'�S.�I:1Yd7�J1YSYL}Tdifll7l�l xxr.-a F.�a.ra. w.�a aetr�nemlw... is/a�pmrr. table N.,.. 74,2.50 XEFirile aww" #ls END OF SECTION Irn CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Kimbo, McComas & Alta View Improvements Project No. 101119 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2019 M. Jarrell Initial Issue CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 Project No. 101119 003115-0 ENGINEER PROJECT SCHEDULE Page I of 10 I SECTION 00 3115 2 ENGINEER PROJECT SCHEDULE 1 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Engineer's Project Schedule 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 1 — General Requirements 12 D. Purpose 13 The City of Fort Worth (City) is committed to delivering quality, cost-effective 14 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 15 properly structured schedule with accurate updates. This supports effective monitoring 16 of progress and is input to critical decision making by the project manager throughout 17 the life of the project. Data from the updated project schedule is utilized in status 18 reporting to various levels of the City organization and the citizenry. 19 20 This document complements the City's Standard Agreement to guide the Engineer in 21 preparing and submitting acceptable schedules for use by the City in project delivery. 22 The expectation is the performance of the work follows the accepted schedule and 23 adheres to the contractual timeline. 24 25 The Engineer will designate a qualified representative (Project Scheduler) responsible 26 for developing and updating the schedule and preparing status reporting as required by 27 the City. 28 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1. Work associated with this Item is considered part of professional services and 32 Engineer will be compensated in accordance with the schedule of rates. 33 2. Non-compliance with this specification is grounds for City to withhold payment of 34 the Engineer's invoices until Engineer achieves said compliance. 35 1.3 REFERENCES 36 A. Project Schedules 37 Each project is represented by the City's master project schedule that encompasses the 38 entire scope of activities envisioned by the City to properly deliver the work. When the 39 City contracts with an Engineer to perform engineering and design services, the 40 Engineer will develop and maintain a schedule for their scope of work in alignment CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD SPECIFICATION Revised JULY 20, 20I8 Project No. 101119 003115-0 ENGINEER PROJECT SCHEDULE Page 2 of 10 1 with the City's schedule requirements as defined herein. The data and information of 2 each such schedule will be leveraged and become integral in the master project 3 schedule as deemed appropriate by the City's Project Control Specialist and approved 4 by the City's Project Manager. 6 1. Master Project Schedule 7 The master project schedule is a holistic representation of the scheduled activities 8 and milestones for the total project and be Critical Path Method (CPM) based. The 9 City's Project Manager is accountable for oversight of the development and 10 maintaining a master project schedule for each project. When the City contracts for 11 the design and/or construction of the project, the master project schedule will 12 incorporate elements of the Design and Construction schedules as deemed 13 appropriate by the City's Project Control Specialist. The assigned City Project 14 Control Specialist creates and maintains the master project schedule in P6 (City's 15 scheduling software). 16 17 2. Engineer's Schedule 18 The Engineer is responsible for developing and maintaining a schedule for the scope 19 of their contractual requirements. The Engineer will issue an initial schedule for 20 review and acceptance by the City's Project Control Specialist and the City's Project 21 Manager, as a baseline schedule for Engineer's scope of work. Engineer will issue 22 current, accurate updates of their schedule (Progress Schedule) to the City at the end 23 of each month throughout the life of their work. 24 25 B. Schedule Tiers 26 The City has a portfolio of projects that vary widely in size, complexity and content 27 requiring different scheduling to effectively deliver each project. The City uses a 28 "tiered" approach to align the proper schedule with the criteria for each project. The 29 City's Project Manager determines the appropriate schedule tier for each project, and 30 includes that designation and the associated requirements in the Engineer's scope of 31 work. The following is a summary of the "tiers". 32 33 1. Tier 1: Small Size and Short Duration Project (design not required) 34 The City develops and maintains a Master Proj ect Schedule for the project. No 35 schedule submittal is required from Engineer. City's Project Control Specialist 36 acquires any necessary schedule status data or information through discussions with 37 the respective party on an as -needed basis. 38 39 2. Tier 2: Small Size and Short to Medium Duration Project 40 The City develops and maintains a Master Proj ect Schedule for the project. The 41 Engineer identifies "start" and "finish" milestone dates on key elements of their work 42 as agreed with the City's Project Manager at the kickoff of their work effort. The 43 Engineer issues to the City, updates to the "start" and "finish" dates for such 44 milestones at the end of each month throughout the life of their work on the project. 45 46 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 47 The City develops and maintains a Master Proj ect Schedule for the project. The 48 Engineer develops a Baseline Schedule and maintains the schedule of their respective 49 scope of work on the project at a level of detail (generally Level 3) and in alignment CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD SPECTFICATION Revised JULY 20, 2018 Project No. 101119 0031 15 - 0 ENGINEER PROJECT SCHEDULE Page 3 of 10 1 with the WBS structure in Section I A.H as agreed by the Project Manager. The 2 Engineer issues to the City, updates of their respective schedule (Progress Schedule) 3 at the end of each month throughout the life of their work on the project. 4 C. Schedule Types 5 Project delivery for the City utilizes two types of schedules as noted below. The City 6 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 7 monthly updates to the City Project Manager (end of each month) as a "progress" 8 schedule. The Engineer prepares and submits each schedule type listed below to fulfill 9 their contractual requirements. 10 11 1. Baseline Schedule 12 The Engineer develops and submits to the City an initial schedule for their work in 13 alignment with this specification. Once reviewed and accepted by the City, it 14 becomes the "Baseline" schedule and is the basis against which all progress is 15 measured. The baseline schedule will be updated when there is a change or addition 16 to the scope of work impacting the duration of the work, and only after receipt of a 17 duly authorized amendment issued by the City. In the event progress is significantly 18 behind schedule, the City's Project Manager may authorize the updating of the 19 schedule to facilitate a more practical evaluation of progress. An example of a 20 Baseline Schedule is provided in Specification 00 31 15.1 Engineer Project 21 Schedule — Baseline Example. 22 23 24 2. Progress Schedule 25 The Engineer updates their schedule at the end of each month to represent the 26 progress achieved in the work which includes any impact from authorized changes 27 in the work. The updated schedule must accurately reflect the current status of the 28 work at that point in time and is referred to as the "Progress Schedule". The City's 29 Project Manager and Project Control Specialist reviews and accepts each progress 30 schedule. In the event a progress schedule is deemed not acceptable, the 31 unacceptable issues are identified by the City within 5 working days and the 32 Engineer must provide an acceptable progress schedule within 5 working days after 33 receipt of non -acceptance notification. An example of a Progress Schedule is 34 provided in Specification 00 31 15.2 Engineer Project Schedule — Progress 35 Example. 36 37 38 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 39 The following is an overview of the methodology for developing and maintaining a 40 schedule for delivery of a project. 41 42 A. Schedule Framework 43 The schedule will be based on the defined scope of work and follow the (Critical Path 44 Methodology) CPM method. The Engineer's schedule will align with the requirements of 45 this specification and be resource loaded to reflect their plan for execution. Overall 46 schedule duration will align with the contractual requirements for the respective scope of 47 work and be reflected in City's Master Project Schedule. The Project Number and Name 48 of the Project is required on each schedule and must match the City's project data. CITY OF FORT WORTH STANDARD SPECIFICATION Revised JULY 20, 2018 Kimbo, McComas & Alta View improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0031 15 - 0 ENGINEER PROJECT SCHEDULE Page 4 of 10 B. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name _Baseline Example: 101376 North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number —Project Name_YYYY-MM Example: 101376 North Montgomery Street HMAC 2018 01 • Project Schedule Progress Narrative File Name Fonnat: City Project Number _Project Name _PN_YYYY-MM Example: 101376 North Montgomery Street HMAC PN_2018_01 C. Schedule Templates The Engineer will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Engineer's schedule will align with the layout of the "Design" and "ROW & Easement" and "utility" sections. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • SidewaIks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Engineer will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Engineer's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Engineer is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the cny OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD SPECIFICATION Revised JULY 20, 2018 Project No. 101119 0031 15 - 0 ENGINEER PROJECT SCHEDULE Page 5 of 10 1 development of the schedule activities and shall be imbedded and depicted in the 2 schedule. 3 4 The following is a summary of the standards to be followed in preparing and maintaining 5 a schedule for project delivery. 6 7 1. Engineer is required to utilize the City's WBS structure and respective project type 8 template for "Design", "ROW & Easements" and "Utilities" as shown in Section 9 1.4.H below. Additional activities may be added to Levels 1 - 4 to accommodate the 10 needs of the organization executing the work. 11 12 2. Engineer is required to adhere to the City's Standard Milestones as shown in Section 13 1.4.I below. Engineer will include additional milestones representing intermediate 14 deliverables as required to accurately reflect the work. 15 16 F. Schedule Activities 17 Activities are the discrete elements of work that make up the schedule. They will be 18 organized under the umbrella of the WBS. Activity descriptions should adequately 19 describe the activity, and in some cases the extent of the activity. All activities are 20 logically tied with a predecessor and a successor. The only exception to this rule is for 21 "project start" and "project finish" milestones. 22 23 The activity duration is based on the physical amount of work to be performed for the 24 stated activity, with a maximum duration of 20 working days. If the work for any one 25 activity exceeds 20 days, break that activity down incrementally to achieve this duration 26 constraint. Any exception to this requires review and acceptance by the City's Project 27 Control Specialist. 28 29 G. Amendment 30 When an Amendment is issued by the City, the impact is incorporated into the previously 31 accepted baseline schedule as an update, to same to clearly show impact to the project 32 timeline. The Engineer submits this updated baseline schedule to the City for review and 33 acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the 34 following: 35 36 1. Time extensions associated with approved contract modifications are limited to the 37 actual amount of time the project activities are anticipated to be delayed, unless 38 otherwise approved by the Program Manager. 39 40 2. The updated baseline schedule is submitted by the Engineer within ten workdays 41 after receipt of the Amendment. 42 43 3. The changes in logic or durations approved by the City are used to analyze the impact 44 of the change and is included in the Amendment. The coding for a new activity(s) 45 added to the schedule due to the Amendment includes the Amendment number in the 46 Activity ID. Use as many activities as needed to accurately show the work of the 47 Amendment. Revisions to the baseline schedule are not effective until accepted by 48 the City. 49 50 H. City's Work Breakdown Structure CITY OF FORT WORTH STANDARD SPECIFICATION Revised JULY 20, 2018 Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 003115-0 ENGINEER PROJECT SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Engineer Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXX7XXX_70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closeout 1. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD SPECIFICATION Revised JULY 20, 2018 Project No. 101119 0031 15 - 0 ENGINEER PROJECT SCHEDULE Page 7 of 10 1 3330 Conduct Design Public Meeting #3 (if required) 2 3360 Final Design Complete 3 ROW & Easements 4 4000 Right of Way Start 5 4230 Right of Way Complete 6 Utility Relocation 7 7000 Utilities Start 8 7120 Utilities Cleared/Complete 9 Construction 10 Bid and Award 11 8110 Start Advertisement 12 8150 Conduct Bid Opening 13 8240 Award Construction Contract 14 Construction Execution 15 8330 Conduct Construction Public Meeting #4 Pre -Construction 16 8350 Construction Start 17 8370 Substantial Completion 18 8540 Construction Completion 19 9130 Notice of Completion/Green Sheet 20 9150 Construction Contract Closed 21 9420 Design Contract Closed 22 1.5 SUBMITTALS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Engineer's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Engineer's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Engineer's submittal. I. Schedule Format The Engineer will submit each schedule in two electronic forms, one in native file format (.xer, .xm1, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Engineer does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .x1s or .xlsx format in compliance with the sample layout (See Specification 00 31 15.1 Engineer Project Schedule Baseline Example), including activity predecessors, successors, and total float. 2. Initial & Baseline Schedule The Engineer will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice ofAward. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD SPECIFICATION Revised DULY 20, 2019 Project No. 101 119 0031 15 - 0 ENGINEER PROJECT SC14EDDLE Page 8 of 10 1 WBS structure. Following the City's review, feedback is provided to the Engineer for 2 their use in finalizing their initial schedule and issuing (within five workdays) their 3 Baseline Schedule for final review and acceptance by the City. 4 5 3. Progress Schedule 6 The Engineer will update and issue their project schedule (Progress Schedule) by the 7 last day of each month throughout the life of their work on the project. The Progress 8 Schedule is submitted in electronic form as noted above, in the City's document 9 management system in the location dedicated for this purpose. 10 11 The City's Project Control team reviews each Progress Schedule for data and 12 information that support the assessment of the update to the schedule. In the event 13 data or information is missing or incomplete, the Project Controls Specialist 14 communicates directly with the Engineer's scheduler for providing same. The 15 Engineer re -submits the corrected Progress Schedule within 5 workdays, following the 16 submittal process noted above. The City's Project Manager and Project Control 17 Specialist review the Engineer's progress schedule for acceptance and to monitor 18 performance and progress. 19 20 The following list of items are required to ensure proper status information is contained in 21 the Progress Schedule (See Specification 00 31 15.2 Engineer Project Schedule Progress 22 Example). 23 O Baseline Start date 24 0 Baseline Finish Date 25 a % Complete 26 o Float 27 o Activity Logic (dependencies) 28 0 Critical Path 29 ® Activities added or deleted 30 ® Expected Finish date 31 0 Variance to the Baseline Finish Date 32 33 B. Monthly Engineer Status Report 34 The Engineer submits a written status report (referred to as a progress narrative) at the 35 end of each month to accompany the Progress Schedule submittal, using the standard 36 format provided in Specification 00 31 15.3 Engineer Project Schedule Progress 37 Narrative. The content of the Monthly Engineer Status Report should be concise and 38 complete to: 39 ® Reflect the current status of the work for the reporting period (including actual 40 activities started and/or completed during the reporting period) 41 0 Explain variances from the baseline on critical path activities 42 • Explain any potential schedule conflicts or delays 43 O Describe recovery plans where appropriate 44 0 Provide a summary forecast of the work to be achieved in the next reporting period. 45 46 C. Submittal Process 47 O Schedules and Monthly Engineer Status Reports are submitted in Buzzsaw following 48 the steps outlined in Specification 00 32 15.4 Engineer Project Schedule Submittal 49 Process. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD SPECIFICATION Revised DULY 20, 2018 Project No. 101 ] 19 003115-0 ENGINEER PROJECT SCHEDULE Page 9 of 10 1 ® Once the project has been completed and Final Acceptance has been issued by the 2 City, no fiu-ther progress schedules or monthly status reports are required from the 3 Engineer. 4 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE 8 A. The person preparing and revising the Engineer's Project Schedule shall be experienced 9 in the preparation of schedules of similar complexity. 10 B. Schedule and supporting documents addressed in this Specification shall be prepared, 11 updated and revised to accurately reflect the performance of the Engineer's scope of 12 work. 13 C. The Engineer is responsible for the quality of all submittals in this section meeting the 14 standard of care for the construction industry for similar projects. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 1.13 ATTACHMENTS 19 Spec 00 31 15.1 Engineer Project Schedule Baseline Example 20 Spec 00 31 15.2 Engineer Project Schedule Progress Example 21 Spec 00 31 15.3 Engineer Project Schedule Progress Narrative 22 Spec 00 31 15A Engineer Project Schedule Submittal Process 23 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 27 28 29 30 31 32 33 34 35 36 37 38 END OF SECTION CITY OF FORT WORTH STANDARD SPECIFICATION Revised JnY 20, 2018 Yimbo, McComas & Alta View Improvements Project No. 101119 003115-0 ENGINEER PROJECT SCHEDULE Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue Page 10 of 10 CITY OF FORT WORTH STANDARD SPECIFICATION Revised JULY 20, 2019 Kimbo, McComas & Alta View Improvements Project No. 101119 00 35 13 BID FORM Page 10 of 10 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City') procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. hftp://www.ethics.titate.tx.us/turmti/C]Q.pci hftp://www.ethics.state.b(.ustforms/CIS.pd ❑ EJ BIDDER: 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 Farm is being provided to the City Secretary McClendon Construction Co., Inc. PO Box 999 Burleson, TX 76097 END OF SECTION Title: son President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Addendum 3—Contract 1 B-Kimbo_McComas_Alta View_CPN 101119 00 41 00 BID FORM Page 1 of 10 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: 2018 BOND, STREET RECONSTRUCTION Contract IB - Kimbo Road, McComas Road & Alta View Street Improvements City Project No.: 101119 Units/Sections: UNIT 1: Water Improvements UNIT 2: Sanitary Sewer Improvements UNIT 3: Paving 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 3 Contract 1B-Kimbo_McComas_Alta View_CPN 101119 00 411 00 BID FORM Page 2 of 10 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Distribution, Urban and Renewal, 12-inch diameter and smaller b. Sewer Collection System, Urban/Renewal, 12-inches and smaller c. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) d. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 275 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: -This Bid Form, Section 00 41 00 '(. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. . 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) V requalification Statement, Section 00 45 12 onflict 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 3—Contract tB-Kimbo_McComas_Alta VIeW_CPN 101119 6.3. 00 41 00 BID FORM Page 3 of 10 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. Total Bid 7. Bic! Submittal This Bid is submitted on 1-30-20 Re sp By. y ctfully ubmitted (Signature) Dan McClendon (Printed !Name) Title_ President Company: McClendon Construction Co., Inc. Address: PO Box 999 Burleson, TX 76097 State of Incorporation: TX Email: iblaiL@mcclendonconstruction.com Phone: 817-295-0066 END OF SECTION by the entity named below. Receipt is acknowledged of the I 't'aI following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 3—Contract 1 B-Kimbo_McComas_Alta View_CPN 101119 N 4243 InD ixOFOSAL Pw IM2 SECTION 00 42 43 ADDENDUM NO.2 - PROPOSAL FORM UNIT PRICE BID Bidder's Application P,q.1 I[- Infmnlniion Bidder's Proposal WMA Item No- Desrri3rfi- Spacifr-d-Saltun No. Unit of ... Bid Quantity Unit Price Bid Value Unit L Water ImPro+'emrnta 1 331]A441 12"Sveler Pi 33 11 12 LF 1672 5100.OD S167,200.00 '! 311.024] 8"Water Pi 33 11 12 LF 278 S75.D0 S20850.00 '1 3311.0141 6" Water Pi 33 ]l 12 LP 221 S6500 $1 30.00 i ,312.0001 Fi,e H mnt 33 1240 EA 1 S4,700.00 $4.700.00 J 3312.0117 ConnIw039019 F:xislin 4"-12^Water Main 331225 EA 3 $3500mu 510500.00 M1 3312.10022' Comhinalinn Air Valve Ass-Idy far Wmer 331230 HA 1 S11000.00 S11000.00 '1I 33121006 1- Water Service Meter Rw ection 331210 EA 31 S400.00 $12.400.00 41 3312.2003 1"Water Service 33 12 10 JEA 31 $1300.00 546,500.00 5312.2201 2' Water Se i{ Met- Ruvlm d- 33 12 10 EA 1 $600.00 $600m I# '317,2703 2" Water S-4- 33 12 10 TA 2 S4,100.00 58 moo Id 0123002 6"Gate Valve 331220 EA 1 $1 00.00 S1,600A0 41 1312.3003 8"Gale Valve 331120 EA 2 S1800.0D $3fiMo I ] 312.3005 12" Crate Valve 1331220 IA 5 $3,200.00 S16.000.00 1d 1471.0001 Tmllie Cv ] 347113 MO $4,50000 S11,250.00 it 1104.0101 T Water Services 330430 LS 1 $55000.00 $55,000.00 ill 999.9999 12"Water rYhnr --Q Lnt 99 99 99 LI: 114 S425.00 $48 450.00 41 Dili fl"M017123 „c'"r-113 1.5 1 $6,5000n $6,500.00 IN bil Id1I0t nabl•1 lili L 7123 LS 1 52.000.00 $2,0no.00 49 0241.1001 Water Line Gmnfing D2 41 14 CY 2 3350.00 $700.00 7,11 1241.1013 Remove 8"Water Lint 02 41 14 LF 1 $2500 $375.00 41 024tA2184"-12" Water Abandonment Piug 074114 EA 3 $250A0 $75000 -+} 0241.1303 Remove 8"Water Valve 024114 EA S $200.00 S1.000.00 31 0241.1510 Sal- Fire Hdram 0241 ]4 RA 1 S60000 $b00.00 14 i2nL11126 VWi& IPv Repair, Arterial 320117 LF 5 5200.00 51.000.00 J 3201.0614 COno Flom Re ir. Residential 32 01 29 SY 5150.00 S21 30D.00 � 32i1L_Q610 Cm P-I s i, A 4 0129 SY 17 5150.00 $2 55D.00 IF Ill Ip Fo IY.Ll. II 21 3-14•R•Lh'1ti"LI •r r 1311 in .L! $31.00 $75,609A0 17 ,213.0301 4'Ca Sidewalk 321320 SF 39 $9D.00 51,950.00 AI. 3305.0103 Ex ]malo FaeaaAion ofai.6, lAilif. 330530 EA 2 $2000.00 $4000.00 111 1205.0109 Trench Se 33 05 10 LF 1955 $1.00 $1.955.00 SJ Wip,_n _:m i11111 TnN n_5 $8000.00 S4,000.00 7 135Sif100 L`YlaralulY. � 71 1S 'dI I $T OOD00 $7000.00 T} I ] LL+ 1 1f.1 1: $130.00 S260.00 1# 7L3 MC It ! I ♦I $Salo S48.00 #, IW4',Pr1u Mo1�l4k..:._aI.ILr,{.k}yd{11r.,k}I51,V Lt'>fl, IT, ll.rul; 19 �n .�E�+ I{Mn01 Lr I! SISOAO 52250.00 M Iln 1 [' 'IUr I' VA -_ sa Inn nn _ 17. 141Yidu.'ktldil 'I-111�wYlY� Srh-Trial UNIT I: Wrler lmprovemrnfs S011,127.00 Unit 2. Sewerlmprwe .0 1 }331.4115 I- I- I je, BDR-26 33 31 15.333l 20 I.F W8.00 $159840.W ] 5331.1 IO2 %^Pi Ent ment 333123 LF - 0 SI65.00 S30,03(400 J T331.3201 6" Se-, Service 33 31 50 EA 2 $1 70D.00 S3 400A0 1111.13116' Sewer Service Rew -liun 333150 EA I $600.00 $600.00 1 331,3101 4" Sewer Scrvia 33 31 50 EA 31 11,550.00 $48.050.00 ■ 1131.3311 4" Sewer Service. RecanneOinn 33 31 50 EA 31 S300.on 19-300.00 1 i710J01 Cn.Ar njnn-.kin. 01 7123 LS 1 $6.5W,00 $6500.00 Y hill II we 1 .111 A IIJQI 71 23 LS 1 S2,000.00 $2000.00 It 11241.2001 Sand Line Gromin 024114 CY 9.52 $350.00 $3,332.00 III 3241.2102 6"S-r Ahandonrnenl PI- 024114 EA 6 S250.00 $] 500.00 I! )241.5001 Ahandnn Manhalc 024114 EA 2 $750.00 $],SW.90 I1 371)10171 J0'lYL3rr]1{il�T mx 'v_A,terial 320117 LF 25 $200.0D $5.000.00 II 1311L14hh F.. r . A dJ fun m 1JR1 kill II LF 301 $31.00 $64697.00 14 4213030E 4' Conc$ide+valk 32 13 20 SF 39 S50A0 SE.950.00 11 2 10i 000 130111 LF 1553 $SAO S12,424.00 16 FJ011WG Yfu Sill'S1 rs0 r. Ii-I LL .lJ' 4m 59.00 S14112.OD 1V 1301.0002 P1nal CCTV Inspection IN Anticipation of an Updated SpeeficaiAnn) 33 01 31 LF 1764 S&00 S14 112.00 In t"901.0101 Manhnle Vacuum Tali 33 0130 EA 8 S3o0.0o $2,400.00 49 L105.0103 Ea loxat Exeeratian of Fxislin ll[ililie5 130530 EA 4 S3.500.00 S14,00n.00 211 1305.0109 TY..h S.' 3305 10 I-F 1637 11.00 51 63700 i' 3339.0001E Manhole Liner 33 39 60 VF 12 $450.00 $5,400.00 �# 3339.1001 4' M-b.]c 33.39 10 33 39 20 EA 8 $6 800.00 $54,4(0A0 !# 1ii9 i0034'Exlm De hManhale 333910.33 3920 VI' 2-1 $300.00 $690.00 1471.0101 'ITefltr �491Lwrl .147) 11 MD $4.500.00 $9,000.00 4 _ 151.741l ar Uh3'.n11 bidJ,p Lm Ljj LI JA $6.00 $144-00 1111k Piz S2,000.00 31 30ml k 3rledalk.a_U JL'ilYSi10.1IJL � 3e a V 4Jf9.1 13-M N L S),800.00 S3 80D.DD _F 151;i }prlr+nt ,4 Llrim h'iIL4lIxi�11�1\}. 47-i4j, 3 1 Ig 14 En 1 53.600.00 $3.800.00 >r Ili 11 4 +'IaUh+ro ar { wJfinrt IAII. YJc:, 5+,4u 11- 3+141 133 Oj{ $3 floo.o0 53,600.00 >'1 I,W>r1rtll•� r Parr Llm5ea 4,•x11 .5J f' MY�11�'L Srt� lrerulclnftE"wIw11E Ifl flJ 1 5u]rTolfll UNIT2: Sewer lmpr9vemrnts 553821&00 MY PF FPRT wM8 STANDARD CnNSTOUCTION SPECIFICATION ➢OCI1M6W3'S F Rewud Zn120I10 A4drMwn3_Comnct l D imHo Cmu,Nla Vex CM 101119.u, SECTION 00 42 43 ADDENDUM NO. 3-PROPOSAL FORM UNIT PRICE BID Bidder's Application ftjcct Rcml.f -lion BiddcePt.pnal Bidlid It.. No. 1e-Hpti.n $peelfCAll.n Section Onitof Bid unit Price Bid Value No. Measure Q-muty 01 0171.0101 ConstmUicn Swkin L8 1 $S.WO.W $5000.W 02 0241.0100 Remove Sidewalk SF 987 52-00 SI974.00 03 024I 0401 Ran -Cone Dore 517 8.120 $2.00 S16.640.00 04 0241.0402 Remove As Hall Briveava SF 475 S2.00 $950.0n 05 0141.0700 Remove Mailbox r1l EA 6 S250.00 515W.00 06 0241,10181 R--cnncrdr R,1Pvml SY 3165 $12.00 537,980.00 07 0241A300 Remove Canc Curb&Goner LF 3170 $5.00 $15,8500D U8 F 41 11111 1]' ar4vr ILonWm SY 5835 $12.00 S70,020.0009 3110.01026"-12"Tree Rem.vnl EA 6 S375.00 $232500D 10 3110.0103 12'-!B"77ee Removal 311000 FA 2 S800.00 51600.00 II 3110.U104 18"-24" Tree Removal 3I 1000 EA 1 $120"10 $1.B.00 12 31 I0.0105 24" and L cr tree Removal 31 10 00 EA 1 S2 OW.00 $2,000(f 13 3123A1O1 unclassified E-,di- by Plan 312316 CY 1350 $45.W S60750.00 14 3124.0101 Embankment Pi- 312400 CY 10 $50.00 S500.00 IS 3125.0101 SWPPP > I ee s 31 25 00 LS 1 $8 WROD $8.000,00 16 3211.0400 Fldmled Lime 321129 TN W $175.00 S10500.00 17 3211.0501 6"Lime Treatment al 11 11,sJSI 321129 SY 3225 S6.50 S20962.50 18 3211.(1600 Cement 3211 33 TN 130 S220.00 $28.600.00 j* _ • ae..11 Ll rvml :j w_. n I�]L{II11 321216 1 SY SS15 I St 8.00 $105,030.00 11) L" 116m, 13 i. Tri t S252.75 $1,137.38 �! 213J3JN ♦ 17 Il Jl tF SI' S6fn $15.00 S85.185.00 1- U] 1V1;-I, '160 OM 1 IV: in $100A0 $8,800.00 w1 111 A' 4..vIY 1: is in' kF SF .1731 $SAO S106 n8.00 ]I 3113.03[1 4" Conc Side-lk, Adjacent to Cmb 121320 II180 MOO SI06210.00 i1 V00501 Barrier Frre R-P, Typo R-1 321320 EA 1 $2 00.W $1,200.W 2$. 213.0504 Barrier Free Ram .7 M-2 32 1320 FA 2 $1.700.00 NINO L 1213A505 Bmier Free Ram . Tyw M-3 371324) EA 2 SI500A0 $3000.00 ]■ 3213.0506 Barrier Free R-N Typo P-1 321320 EA 2 $t,74)0.00 S3,400AO r_4 2!1.2507 Harrier Fxu Ram . Y-2 321320 F;A 3 $l8W.00 $540000 Al ]216.01016" Cone Curb and GaOer 37 16 13 LF 3350 S50A0 516Z500.00 1217.0007 4" SI.D l4mrt Markin HAS 32 1723 LF 3580 SIRS $3 759.00 3k 1217.0501 24' SLD Pvml Mimkm RAG W) 321723 LF 272 S8.00 $2,176-00 33 3217.2104 REFL Raisedlvi khr'I'Y II-C-R 4" 111111 EA 5. 5&00 $4W.00 3i i101.U100 To Snii 329119 CY 325 $25,25 $8 06.25 ll 7292.OIOp Hind: Sod P,--t 329213 SY 2900 $5.00 $14500.00 i VMM107 Manh.le Ad'astmenl,Minor 330514 EA Il $750.00 S8250.00 11T 1105.0111 Valve Box Ad'wlment 330514 EA 8 5450.00 S3600.00 YI 3441.4003 Furnish&Install Atmn Si .Ground Mount City Std. 344130 EA 3 S565.00 S1,695.00 Ya 1441.4007 I-Wl Al.. Si Ex Pot. Mount 34 41 30 FA 4 $95.0D S380.00 411. 1441A 110 Remove& Reinstall Sin Panel&PnM 344111 EA 8 S530A0 $4 0.00 # 337J.,Lc-91 r pin 4j. S4j0000 S20.250W {, UIJNIVff'I-%L& Vane 15TW A;M-111-0 7bnrrw C4-o pin Md A as 4'+LInr, 51 MLnr<w iL 177} %1 Mr0 $6.00 53,6W.00 41 p� f1tll 0 J1,1%+t YW rt 11 u1.1 qIF rM $8.00 $3800.00 44 LIb?JIi0H5 #'C U wi: P.4wm_ 919999 SY 31/P S60L00 $189.690.OU 41 4ar41Yth1 rVYea®tl RLL.i o,2ti iL 14W.Mw IW iAbkVoI 099999 SY 11 $135.00 $2,023.00 4u acaa tit ly2ful.11m {r ra IrJm LC dV. -., I , 9999.00M Re ir& Rd-Wlor Rc4la.e Brick Mailbox "n9 oo 1c r 540.000.00 $4owaoa 4J 111ILYJJILIA as u3 14 I.a 11 $250.00 S4.25RDU 41 999999 BA 3 $500.00 S1,500.00 0 +999.0000 RpiT&R6zWlorRcplmPoMMM1box 999999 EA 1 3 1 50.00 S750.0n Y+ 9999.0W0 Modification &lor Reinstallation nfWmugbLlmn Fences m 3720, 3729 & 3801 I mb. Rd (R.t�re, to Existing Condition nr Bdmcd ter) (A, Dbeby City) 99 � � � ' +u $60.00 $2 4W.00 11 1".0000 Modification &for RCH15 Nation of Wooden Fence m3905 Kimbo Rd (Rt.. to Existing Conditions m HeRR) (As Ditected by City) 999999 IT 4% S40.00 $1 800.00 (H, 9999.0000 Mad ification&! Reinstallation of Chain Link Cato.13401 Kimbo Rd(M 04rmtcd by Cit)9 999999 LT F1 S30 00 $480.00 IL 9999.00(01nstall Ornamental Arick SidavMk-Povele at 3048 Ally View 999999 SF 30 y26.00 $78000 }4 'W99.OWO1,,Wt Povate 4"-6"Cimvel 136ve%vu On 6" Ccmrpadcd S.bg7ade JMMCIL FJB1dng Siz ,Gmdatioa & Color) 999999 4l' I Sm.. $450RO - 9999.0000 CONTRASi24" SLD Fvml Marking llAF.(W&B) 999999 LF r207 530.00 56,710.P0 71 YNJ11XL1{m.n��.I�I11�IFa.nnl lr.vv. 41xLL.1'.1 klmk, 11.1 t1.1A1.yH1L ISI..NIIn 14 SM.II g99999 SI' 386 $3s.00 s13s10.00 Y340AIn+L flp. 4rl.6trbll 111- h Ig111# 1F ihi 1511•'aa.Q 14•M111 I. I1r eac nn r6255W �} r..m."il fnnpirnnl c.ui*L'In+111r141I AlLIII A- MI MI 11 I 11u]k.t77tr FI1lJLFen11 Sub-Totml UNIT3: Pavan I. -en. SI,308,613.13 Somme of B'ds Snb-Total unit 1 (Water [mprnementaF364i,627.00 SabTntoI U.it2 (Sewer lm1mvementsY3535,218.00 Sal}T.tal U.113 (Paving Imp......ts)SY,308,613.13 O.nod Tntnl (unit 1 - unit 3) S2,488,458.13 END OF SECTION W424) nI➢PA01Y P. 2.0 Ad .6.1 Co- 10-Kiadn McComas Alm Yfew CM 1a1119.z1s BID BOLD Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALL BY THESE PRESENTS, That we, McClendon Construction Company, Inc. 548 Memorial Plaza. Burleson. Texas 76024 as Principal, hereinafter called the Principal, and the Merchants Bonding Company [Mutual] of 101 E. Park Blvd., #600, Plano, TX I5074 _..- , a corporation duly organized under the laws of the State of Iowa , as Surety, hereinafter called the Surety, arc held and firmly bound unto City of Fort Worth as Obligee, hereinafter called the Obligee, in the sum of *** FIVE PERCENT OF TOTAL AMOUNT BID BY PRINCIPAL*** Dollars ( S% TAB ) , for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Siened and sealed this 16th riav of January 2020 �7� Witness McCJandon Construction Company, Inc. (Seal) Title Merchants Bondinq Company utu ] By. �� /� A��k Betty J. h Attorney -in -Fact J'ERCHANins BONDING COMPANY.. POWER OF ATTORNEY Know All Persons 8y These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) end MERCHANTS NATIONAL BONDING, INC., both being corporations of the Slate of Iowa (herein collectively called Ihe'Componles') do hereby make, constitute and appoint, Individually, Andrew Addison; Betty J Reeh; Bryan K Moore; Gary Wayne Wheatley; Michael D Hendrickson; Patricia Ann Lyttle their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds. undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies In their business of guaranteeing the fideifty of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23. 2011 and amended August 14. 2015 and adopted by the Board of Directors of March ants National Bonding, Inc., on October 16, 2015. "Tire President. Secretary, Treasurer. or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint A6arneys•in-Fact, and to authorize them to execute on behalf or the Company, and attach the seal of the Ccmpelny 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 Porter 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 some force and effect as though manually fixed." In connection With obligations In favor of the Florida Department of Transportation only, it is agreed that the porter and aut hority hereby given to the Atlorneyin-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It Is fully understood that consenting to the Slate of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligaticns under its bond. In connection with obligations in favor of the Kentucky Department of Highways only. it is agreed that the power and authority hereby given to the Atlomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof. the Companies have caused this instrument to be signed and sealed this 7th day of January . 2019 'i•aai//fatal/ •f •. • a • � 4(�••'� ' 1p... ?C :�•�•�°� •C 0 OR'� �y� ��A� m MERCHANTS BONDING COMPANY PoIUTUAL MERCHANTS NATIONAL BONDING, INC. f �tay�� =. 2003 ; �� ; : �• 1933 : C: By f STATE OFIOWA �'aF+l'araaar�`aa °`•°IrVV••a�••'o COUNT' OF DALLAS ss. On this this 71h day of January 2019 before me appeared Larry Taylor, to me personally known, who being by me duty swom did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL. BONDING, INC.; and that the seals affixed to the foregoing instrument are 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. ��¢taL s AUCIA K. GRAM X Commission Number 767430 My Commission Expires m April 1, 2020 Notary Public (Expiration of notarys commission does not invalidate this Instrument) 1, William Warner, Jr., Secretary of 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 W;hiess Whereof, I have hereunto set my hand an d MERCHANTS 1, * BON DING 1 MPAI IMPORTANT 07�CE 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 ARID 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 (1109) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 8 of 10 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B- A. Nonresident bidders in the State of Shin t- we or Bleril. , 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 gar company or our parent company or majority owner is in the State of Texas. McClendon Construction Co., Inc. PO Box 999 Burleson, TX 76097 END OF SECTION Dan—'fflcCiendon Title: President Date: I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Addendum 3 Contract 1 B-Kimbo McComas Alta View CPN 101119 0045 11 -1 BIDDERS PREQUALIF1CATIONS Page] of 3 I SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary, All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to hid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermitl 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 fines 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 Limbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 0045 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital — current assets current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "NIA" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I c. The City will issue a letter as to the status of the prequalif cation approval. 2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 7 8 9 END OF SECTION 10 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 00 45 12 BID FORM Page 9 of 10 SECTION 00 45 12 PREQUALIFI CATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution, Urban and Renewal, 12-inch diameter and R&D Burns Bros Inc. 4/30/2019 smaller Sewer Collection System, Urban/Renewal, 12-inches and R&D Burns Bros Inc. 413012019 smaller Asphalt Paving Construction/Reconstruction Peachtree Construction Ltd �. ir,� F P i Space (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction McClendon Construction Co., Inc. 8/1/2021 (LESS THAN 15,000 square yards) 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 Co., Inc. By: Dan McClendon PO Box 999 Burleson, TX 76097 (Signature) Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Addendum 3 Contract 1B-Kimbo McComas Alta View CPN 101119 FORTWORTE SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation rlLimited Liability Company State Zip Code Street Address (required) City State Zip Code { ) { } Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 9 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR ElDoes not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, .Development, 24-inches and smaller Water Transmission, Urban/Rencwal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CITY OF FORT WORT14 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 004513-3 BIDDER PREQUALWICATION APPLICATION Page 3 of 9 ❑ CCTV, 48-inches and smaller CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 10It 19 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 9 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, AlI Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & A[ta View Improvements Project No. 101119 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 9 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: (a) As a General Contractor: construction work has your organization (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you?_ If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Limbo, McComas & Alta View Improvements Project No. 101119 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 9 In what other lines of business are you financially interested?, 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 9 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 14, Equipment 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 9 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 0045 13 - 9 BIDDER PREQUALIFICATION APPLICATION Page 9 of BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named., as of the date herein first given; that this statement is for the express purpose of inducing the parry to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. Project No.-101119. Contractor further certifies that, pursuant to Texas Labor Code, 6 Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of 7 compliance with worker's compensation coverage. 8 o • 1 ► :_aI��7� 10 ��- ' . i:I�\7�Ji� 12 • 14 Signature: 13 • 1 �� �. 15 Address 16 t� ry 1 17� P_n , Tx !®"1 Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME the undersigrled authority, on this day personally appeared 26 _DD�_ I -e-In n , known to me to be the person whose name is 27 subscribed to the fore oing instrument, and acknowledged to me that0she executed the same as 28 the act and deed ofGj,9h�4r„�[�pjfor the purposes and 29 consideration therein expressed and in the capacity therein stated 30 31 32 33 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Apr., k , 200 34 35 ����", MISTY W988. 36 z 8�' Notary PORG, State of Texas 9•, ,Z Comm. Expires 01.09-2022 37 Notary 1D 126838467 N t �V/z 12 � / 9 b iry PubI' in and for the State of Texas 38 END OF SECTION 39 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised July 1, 2011 2 3 4 S b S 10 II 12 13 14 is 16 i7 1s 19 -'0 21 22 23 24 25 2 27 28 29 30 31 32 33 34 35 10045no-7 Mlnz #ii} $uakram EI#iatlptisid'Sp�evinic;ft �s Paga 1 nf2 SECTION 00 45 40 Minority Business Enterprise Specifications APPUCATION OF POLICY If the kolai dollar valur 'ref the 4:ontrac:t is greater than $50,000, then a M-BE aubc ttitractl g goal is gppl i cable. POLICY STA'TEN ENT R is the policy of the City Of Fort Warth to ensure the full and egiritnble participatiori by Minority Business Enterprises (MBE) in the pi-ocurenient of all goods a.nd services_ All requirements and regulations staled in the City's current Business Diversity Enterprise Ordinance apply to this bird, MBE PROJECT GOADS Thee City's M-BE goal on this project is f5 of the -total- bid value nr the contract (Bate -hirl applies !a 'arks and Cbrrrrrrifnh�,Servk€ ), Note, if bath MBE and SRE subcunfrat! ing goal.5 are eslabUted for this project, then an Offeror mits t submit 1111t11 a NIBF UtiiizAtlon Farm afid a SRE Il'tilimlijn Form to he deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $5n.000 or morn where a NMBF_ sL11 bntracti1ig goal is cipplied, Offerors are required to comply with the intent of the C'ity's Business Diversity Enterprise Ord inRnee by one of Ili fi dIowing: I. greet or excee-d the above Opted 14+ HE goal through M-BE suhiconIrncting participation: or 2. N1eet nr exceed the above stated A1HE goal through MLBE Joint Venture participation, or 3. Good Faith Wor l doe umenIft ioji, or: 4. Prime Waivor dneumentaltion. SU)3MII-IAL OF REQUIRED DOCLrH V,NTATION The applicable docurlents must be received by the 1'=hasing Division, within the folkswing furies EiIlocated, in order for [lie entire bid to be Itonsidcred responsive to Ili speci ficulions. The Offeror ahaII deIi-ver (11e NME dcxclxn•1OiWion in petton to the appropriate =pioyc, -of trio purchasing division and obtain a date/time receipt- Such reci,ipi shall be, cvidcrice IhiiI [lie City -'received the cicst:lhhentalion i1t the time idlocal ed. A faxed and 14)r entailed copy will newt he accepted. 1. Subcontractor IL11ilization Fordo, if received no later tlian 2.00 p.m., on die -second City business goal is met or exceeded; day after the bid opening slate, exclusive of the bier opining date, 2. Cood Faith Effort and received no laser than 2:00 p.m.. on tht sccond City business Subcontractor U13llaation Farm, if day 01ter the. bid opening date, exclTWve of the slid opening 2arti rJ eation is loss than statcd _goal; date. 3. Good Faith Effort and rccei%,W no Eater than 2 :Go p.m., or; the wcond Cit} business Subcontractor Utilization Farm, if no day nfker the bid opening date, exclusive of sire hid CTrnning W E part ici ation, date, 4, Prune Contractor Waiver Form, receivers no later than 2.00 p.m., can the second City business if you will perform all day afWr the - hid opening date, exclusive of the bid opening CITY OP FORT WORTH STANDARD CONSTRUCTION. iWECIFIC'AWN C}OCT_rME.NTS Itry Ent Jun: . ?D1S Klmba, mcr-JUmae & Ally Vim- Improvemulwi Pro!"" N*. 01 1 19 2 3 4 5 6 7 8 9 x l� 1.1 M115IQ-2 Mini ty SussnesA Enterprise SpedlicstUom pugc 2 ni 2 5. Joint Ven lure Form. ifgoaI is met receivW no later thail ?:OD p,m., on the second City business or exceeded day after the bid opening dald, exclusive of the bid apening date. FAILURE TO COMPLY WITH THE CITY'S RUSINESS T)FVERSTTY ENTERPRISE ORDINANCE WILL RESULT IN THE BfD BEING CONSIDERED NON -RE ONSIVE TO FA I LLFFRE TO SUBMIT THE REQUIRED MBE DOCUMENTAT1ON WILL RESULT IN THE BID BEING CONSIDERED ON -RESPONSIVE, A SECOND FAILURE WILL RESULT IN THE OFFFROR BEYNG DISQUALTHED FOR A PERIOD OF ONE YEAR. THREE FiAII 1r0IN IAl * iww1y vrkQ Iavoirin tilt 1 r;r.'QI1r `P PN * I11ir1L1At t rl0'*v e,,N nuww,ii Any Dues#inns, PIease Contact The f MSE Office at (817) 212-2674. END OF SECTION ary OF 1'0j?LT WORTH STANDARD CONSTRUCTION SnMCAMN170C'LWf 5 Rev i8ed June 9, 2019 K,mlw, McContw & Alta drew %prowemunls Fnu*l ND. Iffti 1 C9 I 3 4 5 6 7 12 1 Cl Jr 13 14 15 16 17 19 19 20 21 2? 23 24 25 26 27 29 29 30 31 32 33 34 35 36 1AP .45 d 1 - I SMALL BUSINESS ENTERPRISE GOAL Page 1 or7 SECTION 00 45 41 3MALL BU S INE= SS ENTER PRISE GOAL APPLICATION OF POLICY I Lhe total dollar value of tyre contract is $5O}WO or ninre, the;i a SBE subconti-acting goal is applioahli�_ POLICY STATEMENT It is llw policy of the City of fort Worth to ensure the Full kind cquitable pail-iciption by Small Business 1'nlerprises (SBE) in the pr%til-anent or an goods and servicu. All requirements and regulations stated in the City's eun ent 1usiness Diversity Enterprise C}r&ancc: ipply to This bid. SBE PROJEC"'r GOA1, The Cit 's SBE goal on this project is .r<.. of the base hid (Base bid applies to Parks and C'orrkskunlo' Set-jdces). Note- i1' bnth MBE. mid, SBE subcont-raciing goals lore eslablidied for this pr6ject, then an Offeror must submit birth a MBE Utilizatloit Form ai}d v SHE Utilixalion form to be domed rresJt01)sf3re. COMPL[ANICE TO BID SPECIFICTi0NS On City contracis $ 0.000 or more where 7 Safi submntrauling goal is applied C)fl'zrors are rr uired to comply with the intent of [lie City's Businos f)Jvcrgity Entt�iprise Ordinance by u of the Following: 1. Meet ar exceed the alcove stated S BE gwiI Ihrough SBE sUbcoittracting partild I)a tion, or 2. Meet or exceed the above stated SHE goal through SBE .Ioint Venture partiiciipation,ier 3. Con Faulk Effort docunienWinn, or; 4. Prime Wiiiver documentation. Sl]BMMA L OF R E Q 11IRED DOC:UALENTATION' Tht applicable titrcumenu mkt be raceivecl by the Purehast Divisioil. within 41ie- follow irig Ornes alloi ;, tw, iri order for the entire bid to be considered responsive to the specifications, Uv Offl.rrar 001 deliver the S73E documentation in persron to the appropriate employee of tlll,- p>.tr'ch slag division and vbt# iIn a dal01i e,,receipt, Such recei lit ghalI be evidence that the City received the docilillc! 1 alGori ili the Lnne allocatird. A iiExw antuor ernaitey up Py W111 not be acce pted. 1. Sit 1ntractur litiliralion Forrrk, if received no later than 3;i1f3 p.m., on the second City goal is wet; or exceeded: business day after the bid opening date, explusive of 2, Good Faith Effort and taceived no .later than 2:00 p.m., on the second City S a bean tracl or U11lization Fnrm, it htiginesq dayq after the bid opening date, excrusive of riEci pation is less thpR stated goak the bid opening date. 3. Good Faith Effort and received no later than 2:00 p_m., on die second City Suhci;11h-actnl' Ulilirrition Form, into business clays after the bid opening data, exclusive of NME participation: iiie iaid o Repin clad~. 4. Prime Contructar Waiver Form, if' received no later than 2:00 p.m., citt the second City firm will porforrn all bxj$inesq days after the Nd openirkiz date, exclusNc of subcontr-actin su lier work: [lie bid opeWing date. CITY OF FORT WORT71 STANDARD C ONSTXITCTl h' S-PECIF I.MrION DOCUMTIM i gwked tune'), 2015 PtuJe:.fi 1%kkT. I�11 r 19 2 3 4 5 .IS 7 10 12 orld541-2 SMALL BUSINESS ENTERPRISE GOAL page 2 of 7 5. Joint Venture Farris, if gpaI is met or received no later Than 2:00 p.m,, an Lhe Second City exceedetL business days after the bid opening date, exclusive -of the bid a r� ng date. FAILURE TO (VMPLY WITH -ME CITY'S BUSINESS DIVERSITY Eli TERPRISE ORDINANCE Wn.L €t>rsuix rN TTIE BID BEING CONSIDERED NON-RESP{?NSIVE TO SPE I>" CATIONS. FALLURE TO SUBI4'IIT THE REQUIRED M-BE DOCUMENTATION WILL RESULT IN THE 13ED BEING CONS IDERED NON-RESPONSWE, A SECOND FATLLTRE. W -LL RESULT 1N THE OFFEROR HEING D ISQ LIALIFIED FOR A PERIOD OF ONE'YEA& 'PUREE FAILURES IN A FIVE YEAR PERIOD WILL RE, SULT fN A DISQUALMCATION PERIOD OF TWREF YEARS. Any- cfu dons, pIcase contact the 1WBE Office at (817) 212-2674 13 END OF SECTION CTfY OF FORT WORTH STANDARD CONSTRIIC'TION SPECIFICNOON 0{1(:1JM NT9 I;cVind Junr'], 415 Kim[)% MoL,ommq t Alta Vim-lmpravemrnis P(L)*[ No- 1W 119 005243-1 Agreement Page 1 of a 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and McClendon Construction Company, Inc authorized to do business in Texas, acting by 6 and 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 14 is generally described as follows: 15 2018 Bond, Street Reconstruction Contract 1B — Kimbo Road McComas Road & Alta View Street 16 Improvements 17 Protect No. 101119 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Two Million Four Hundred Eighty -Eight Thousand 21 Four Hundred Fifty -Eight Dollars and Thirteen Cents ($2,488,458.13). 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 275 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 29 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 30 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No. 101119 Revised 11.15.17 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 92 005243-2 Agreement Page 2 of 8 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Fifty Dollars ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form - 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 57 4. Supplementary Conditions. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No. 101119 Revised 11,15.17 005243-3 Agreement Page 3 of 8 59 5. Specifications specifically made apart of the Contract Documents by attachment or, 60 if not attached, as incorporated by reference and described in the Table of Contents 61 of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6. INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all claims 75 arising out of, or alleged to arise out of, the work and services to be performed by the 76 contractor, its officers, agents, employees, subcontractors, licenses or invitees under this 77 contract. This indemnification provision is specifically intended to operate and be 78 effective even if it is alleged or proven that all or some of the damages being sought were 79 caused, in whole or in part, by any act, omission or negligence of the city. This indemnity 80 provision is intended to include, without limitation, indemnity for costs, expenses and 81 legal fees incurred by the city in defending against such claims and causes of actions. ,3U 83 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the 84 city, its officers, servants and employees, from and against any and all loss, damage or 85 destruction of property of the city, arising out of, or alleged to arise out of, the work and 86 services to be performed by the contractor, its officers, agents, employees, 87 subcontractors, licensees or invitees under this contract. This indemnification provision 88 is specifically intended tooperate and be effective even if it is alleged or proven that all 89 or some of the damages being sought were caused in whole or in part, by any act 90 omission or negligence of the city. 91 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No,101119 Revised 11.15.17 005243-4 Agreement Page 4 of 8 92 Article 7. MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 95 have the meanings indicated in the General Conditions. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the 98 Contractor without the advanced express written consent of the City. 99 7.3 Successors and Assigns. 100 City and Contractor each binds itself, its partners, successors, assigns and legal 101 representatives to the other party hereto, in respect to all covenants, agreements and 102 obligations contained in the Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or 105 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 106 remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 107 7.5 Governing Law and Venue. 108 This Agreement, including all of the Contract Documents is performable in the State of 109 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 110 Northern District of Texas, Fort Worth Division. 111 7.6 Authority to Sign, 112 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 113 than the duly authorized signatory of the Contractor. 114 115 7.7 Prohibition On Contracts With Companies Boycotting Israel. 116 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 117 Code, the City is prohibited from entering into a contract with a company for goods or 118 services unless the contract contains a written verification from the company that it: (1) 119 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No. 101119 Revised 11.15.17 005243-5 Agreement Page S of 8 120 The terms "boycott Israel' and "company" shall have the meanings ascribed to those terms 121 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 122 certifies that Contractor's signature provides written verification to the City that 123 Contractor. (1) does not boycott Israel, and (2) will not boycott Israel during the term of 124 the contract 125 126 7.8 Immigration Nationality Act. 127 Contractor shall verify the identity and employment eligibility of its employees who perform 128 work under this Agreement, including completing the Employment Eligibility Verification 129 Form (1-9). Upon request by City, Contractor shall provide City with copies of all 1-9 forms 130 and supporting eligibility documentation for each employee who performs work under this 131 Agreement. Contractor shall adhere to all Federal and State laws as well as establish 132 appropriate procedures and controls so that no services will be performed by any 133 Contractor employee who is not legally eligible to perform such services. CONTRACTOR 134 SHALL INDEMNIFY CITY AND BOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, 135 OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S 136 EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 137 Contractor, shall have the right to immediately terminate this Agreement for violations of 138 this provision by Contractor. 139 140 7.9 No Third -Party Beneficiaries. 141 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 142 and there are no third -party beneficiaries. 143 144 7.10 No Cause of Action Against Engineer. 145 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 146 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 147 subcontractors, for any claim arising out of, in connection with, or resulting from the 148 engineering services performed. Only the City will be the beneficiary of any undertaking by 149 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 150 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 151 in any way responsible for those duties that belong to the City and/or the City's construction 152 contractors or other entities, and do not relieve the construction contractors or any other 153 entity of their obligations, duties, and responsibilities, including, but not limited to, all CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No. 101119 Revised 11.15.17 005243-6 Agreement Page 6 of 8 154 construction methods, means, techniques, sequences, and procedures necessary for 155 coordinating and completing all portions of the construction work in accordance with the 156 Contract Documents and any health or safety precautions required by such construction 157 work. The Engineer and its personnel have no authority to exercise any control over any 158 construction contractor or other entity or their employees in connection with their work or 159 any health or safety precautions. 160 161 SIGNATURE PAGE TO FOLLOW 162 CITY OF FORT WORTH Kim bo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No.101119 Revised 11.15.17 005243-7 Agreement Page 7 of & 162 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as 163 of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). 164 Contractor: McClendon Construction City of Fort Worth Company, Inc By: D_ By: Assistant City Manager (Signature) ban CYlcbe-ncAcn (Printed Name) Title: �,�'�6e-4+ Address: 548 Memorial Plaza City/State/Zip: Burleson, TX 76024 Date Date fir— t s-v2 c7 f Attest: City Secretary (Seal) M&C 20 0 °79-7 Date: - a o .2 d Form 1295 No. aOn- 510 q&S 7 r WORTH, TX CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No. 101119 Revised 11.15.17 166 16.7 168 169 170 171 172 005243-8 Agreement Page.8 of Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. r r g Rabbi nior Pigllect EngInneer Approved as to Form and Legality - Is/ DOUGL.AS W BLACK Ord, 24161-04-2020 Douglas W- B126' Assistant City Attorney APPROVAL RECOMMENDED: William Johnson, DIRECTOR, Transportation and Public Works CITY OF"FORTWORTH Kimbor McComas & Alta View Improvements STANDARD CONSTRUCTION:SPECIFICATION DOCUMENTSProject No.101119 Revised 11.15.17 005243-8 166 167 168 169 170 171 172 Agreement Page 8 of 8 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Lif --)Zt-0�12 Gr g RcLbb , P.E. Senior Project Engineer Approved as to Form and Legality: Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: William Johnson, W-K DIRECTOR, Transportation and Public Works OFFICIAL RECURD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSProject No. 101119 Revised 11.15.17 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 Bond Number TXC611794 THE STATE OF TEXAS COUNTY OF TARRANT 006113-1 PERFORMANCE BOND Page 1 oft SECTION 00 61 13 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: That we, McClendon Construction Com an 1ne, known as "Principal" herein and Merchants Bonding Company [Mutual] , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or mole), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal stem of, Two Million, Four Hundred_Eighty-Ei1Yht Thousand, Four Hundred Fifty -Eight Dollars and Thirteen Cents ($2,485 458.13), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators; successors and assigns, jointly and severally, finrly by these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City 17 awarded the day of , 20____, which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 19 labor and other accessories defmcd by law, in the prosecution of the Work, including any Change 20 Orders, as provided for in said Contract designated as Kimbo Road McComas Road & Alta. View 2.1 Street 1m rovelnents City Project No. 101 H9. 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well ,luring any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH Kimbo, VicComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCt7l IENT5 Project No. 101119 Revised July 1, 2011 2 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the _—day of ,20 ATTEST: Witness as to •ety PRINCIPAL: McCI ; Constr lOwn Com an I nc— BY- Signature Dan McClendon, President Ncme and Title Address: 548 Memorial Plaza Burleson TX 76024 SURETY: Name and Title Address: PO Box 14498 Des Moines, lA 50306 Telephone Number: 515.243.8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. if Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMiNTS Revised July I, 2011 Kimbo, McComas & Alta View Tmprovements .Project No. 101119 Bond Number TXC611794 0061 14 - 1 PAYMENT BOND Page 1 of 2 I SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS- 6 COUNTY OF TARRANT § 7 That we, McClendon Construction Company, Inc, known as "Principal" herein, and 8 Merchants Bonding Company [Mutual] , 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 firrnly 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 suln of, Two Million Four Hundred Ei h -Ei ht Thousand Four Hundred Fift-Eight 13 Dollars and Thirteen Cents ($2,488.458..13), 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 lave, in the prosecution of the Work as provided for in 21 said. Contract and designated as Kimbo Road, McComas Roa_d_& Alta 'view Street lmprovements 22 Cit Project No. 101119. 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 Trull 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 Kimho, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICA'HON DOCUMENTS Project No. 101119 Revised. July 1, 2011 0061 14-2 PAYMENT BOND Page 2 of IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the ,,,,, day of rd 5 6 8 9 10 II 12 -® 20 ATTFCT- _ r � ,,,'t1•�Yi'i,'ti�Witness— Witness as to S y PRINCIPAL: McClend onstruction Co a I BY: Signature Dan McClendon, President Name and Title Address: 548 Memorial Plaza Burleson TX 76024 SURETY: Merchants ondin Com n [Mutual] BY: Signature Betty J. F2eeh, Attorney -in -Fact Name and Title Address: PO gox 14498 Des Moines, iA 50306 Telephone Number: 515.243.8171 Note: If signed by an officer of the Surety, there must be on file a certified extract from the -bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUC HON SPECIFICATION DOCUMENTS Revised kly 1, 2011 Kimbo, McComas & Alta View Improvements Project No_ 101119 Bond # TXC611791 006119-1 MAINTENANCE BOND Page I of 3 I SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: G COUNTY OF TARRANT § 7 That we McClendon Construction Corm an inc, known as "Principal" herein and $ Merchants Bonding Company tMutual] , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created I I pursuant to the laws of the State of Texas, known as "City" herein, in the sum of TwoMillion, 12 Four Hundred Ei Il -Ei ht Thousand, Four Hundred Fifty -Eight Dollars and Thirteen Cents 13 ($2 4b'8), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for payment of which sum well and truly be made unto the City and its successors, we 15 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the day of , 20. which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Kimbo Road, McComas Road & 24 Alta. View Street Iannrovelnents, City Project No. 101 119; and 25 26 WHEREAS, Principal hinds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH Kimbo, McComas & Alta View IInprovetments STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS project No. 101119 Revised Jelly 1, 201.1 0061 19 - 3 MAINTENANCE BOND Page 3 of 3 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 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 20 ST: r ))C .'Witness Witness as to Sure PRINCIPAL: McClendon Construction Corn any, Inc BY: Signature Dan McClendon, President Name and Title Address: 548 Memorial Plaza Burleson, TX 76024 SURETY: Merchants Bonding Company [Mutual] BY: at r BetiyJ. Reeh, Attorney -in -Fact Name and Title Address: PO Box 14498 Des Moines IA 50306 Telephone Number: 515.243.8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such. obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF TORT WORT1-I Kimbo, McComas & Alta Vier Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ptroject No. 1411 l9 Revised July 1, 2011 E_ CI '-T� BONDING GOMPANYna POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING. INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Andrew Addison; Betty) Reeh; Bryan K Moore; Gary Wayne Wheatley; Michael D Hendrickson their true and lawful Attorneys) -in -Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law_ This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "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 connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and out hority hereby given to the Attomey-in-Fact includes any and all consenis for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in tavor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1 tth day of February , 2020 t•ttatanrrr•• ° ° .' . °• op 0 °' k►� �4" 01? e e Q • OR r 4 • A'j7 °� 1933 ad • y• MERCHANTS BONDING COMPANY (MUTUAL) MERCHZelz NATIONAL BONDING, INC. By 774— President STATE OF IOWA ++uaaert o• COUNTY OF DALLAS ss. On this 11th day of February 2020 , before me appeared Lary Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are 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. ,-Q: s POLLY MASON 0 Commission Number 750576 • °' My Commission Expires January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of 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 hav POA 0018 (1120) e CO g �o• °°O (�P 0 Al •° �: ��: �• : o �; n Z� 1A 0:� 2003 4�. 1.933 o .• •� Wr`•....•••�� o° •••atrarnattt+•• l•I • �•°•O o• Secretary 66 �i C0M IrANY 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: 1-800-878-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-262-3439 You may write the Texas Department of Insurance at: P. 4. 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) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT FORM A This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number CPP2111179 Agency (dumber 0755321 Policy Effective Date 01/31/2020 Policy Expiration Date Date Account {dumber 01 /31/2021 01131 /2020 {lamed Insured Agency Issuing Company McClendon Construction Company, Inc. I B T X - LAS COLINAS AMERISURE MUTUAL INSURANCE COMPANY 1. a. SECTION II -WHO IS AID INSURED is amended to add as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contractor written agreement relating to your business. b. The written contract or written agreement must: (1) Require additional insured status for a time period during the term of this policy; and (2) Be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" leading to a claim under this policy. c. If, however: (1) "Your work" began under a letter of intent or work order; and (2) The letter of intent or work order led to a written contractor written agreement within 30 days of beginning such work; and (3) Your customer's customary contracts require persons or organizations to be named as additional insureds; we will provide additional insured status as specified in this endorsement. 2. The insurance provided under this endorsement is lim ited as follows: a. That person or organization is an additional insured only with respect to liability caused, in whole or in part, by: (1) Premises you: (a) Own; (b) Rent; (c) Lease; or (d) Occupy; (2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to "bodily injury" or "property damage" occurring after: (a) All work to be performed by you or on your behalf for the additional insured(s) at the site of the covered operations is complete, including related materials, parts or equipment (otherthan service, maintenance or repairs); or (b) That portion of "your world' out of which the injury or damage arises is put to its intended use by any person or organization otherthan another contractor working for a principal as a part of the same project. Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 101S Pages 1 of 3 (3) Completed operations coverage, but only it (a) The written contractor written agreement requires completed operations coverage or"your work" coverage; and (b) This coverage part provides coverage for "bodily injury" or "property damage" included within the "products -completed operations hazard". However, the insurance afforded to such additional insured only applies to the extent permitted by law. b. If the written contract or written agreement: (1) Requires "arising out of" language; or (2) Requires you to provide additional insured coverage to that person or organization by the use of either or both of the following: (a) Additional Insured —Owners, Lessees or Contractors —Scheduled Person Or Organization endorsement CG 20 10 10 01; or (b) Additional Insured —Owners, Lessees or Contractors —Completed Operations endorsement CG 20 37 10 01; then the phrase "caused, in whole or in part, by" in paragraph 2.a. above is replaced by "arising out of'. c. If the written contract or written agreement requires you to provide additional insured coverage to that person or organization by the use of: (1) Additional Insured —Owners, Lessees or Contractors— Scheduled Person Or Organization endorsement CG 20 10 07 04 or CG 20 10 0413; or (2) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 07 04 or CG 20 37 0413; or (3) Both those endorsements with either of those edition dates; or (4) Either or both of the following: (a) Additional Insured —Owners, Lessees or Contractors —Scheduled Person Or Organization endorsement CG 2010 without an edition date specified; or (b) Additional Insured —Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 without an edition date specified; then paragraph 2.a. above applies. d. Premises, as respects paragraph 2.a.(1) above, include common or public areas about such premises if so required in the written contractor written agreement. e. Additional insured status provided under paragraphs 2.a.(1)(b) or 2.a.(1)(c) above doss not extend beyond the end of a premises lease or rental agreement. f. The limits of insurance that apply to the additional insured are the least of those specified in the: (1) Written contract; (2) Written agreement; or (3) Declarations of this policy. The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the Declarations. g. 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, orfailure to render, any professional services, including but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (b) Drawings; (c) Opinions; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 85 10 15 (d) Reports; (e) Surveys; (1) Change orders; (g) Design specifications; and (2) supervisory, inspection, or engineering services. In. SECTION IV —COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following; 4. Other Insurance. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: a. Primary; b. Excess; C. Contingent; or d. On any other basis; but if the written contract or written agreement requi res primary and non-contributory coverage, this insurance will be primary and non-contributory relative to other insurance available to the additional insured which covers that person or organization as a Named Insured, and we will not share with that other insurance. i. If the written contract orwritten agreement as outlined above requires additional insured status by use of CG 20 10 11 85, then the coverage provided underthis CG 70 85 endorsement does not apply except for paragraph 2.11h. Other Insurance. Additional insured status is limited to that provided by CG 20 10 1185 shown below and paragraph 2.h. Other Insurance shown above. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM R) This endorsement modifies insurance provided underthe following; COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket where required bywritten contract or written agreement that the terms of CG 20 10 1185 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 II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. CG 20 10 1185 Copyright, insurance Services Office, Inc., 1984 j. The insurance provided by this endorsement does not apply to any premises or work for which the person or organization is specifically listed as an additional insured on another endorsement attached to this policy. Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 10 15 Pages 3 of 3 NAMED INSURED: MCCLENDON CONSTRUCTION COMPANY, INC. POLICY NUMBER: CPP2111179 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE MEAD IT CAREFULLY. TEXAS CONTRACTOR'S GENERAL LIABILITY EXTENSION ENDORSEMENT TABLE OF CONTENTS Page 1. Additional Definitions 9 2. A re ate limits Per Location 7 3. Aggregate Limits Per Project 6 4. Blanket Contractual Liability — Railroads 3 5. Broadened Bodily Injury Coverage 10 6. Broadened Knowledge Of Occurrence 8 7. Broadened Legal Liability Coverage For Landlord's Business Personal Property 7 8. Broadened Liability Coverage For Damage To Your Product And Your Work 10 9. Broadened Who Is An Insured 3 10. Co -Employee Bodily Injury Coverage for Managers, Supervisors, Directors or Officers see provision 9, Broadened Who Is An Insured, paragnaph 2.a. 1 4 11. Contractual Liability — Personal And Advertising Injury 3 12. Damage To Premises Rented To You — Specific Perils and Increased Limit 7 13. Designated Completed Projects — Amended Limits of Insurance 11 14. Extended Notice Of Cancellation And Nonrenewal 8 15. Incidental Malpractice Liability 6 16. Increased Medical Payments Limit 7 17. Mobile Equipment Redefined 9 18. Nonowned Watercraft 3 19. Product Recall Expense 2 20. Property Damage Liability —Alienated Premises 2 21. Property Damage Liability — Elevators And Sidetrack Agreements 2 22. Property Damage Liability— Property Loaned To The Insured Or Personal Property In The Care, Custody And Control Of The Insured 2 23. Reasonable Force — Bodily Injury or Property Damage 10 24. Supplementary Payments 3 25. Transfer Of Rights (Blanket Waiver Of Subrogation) 8 26. Unintentional Failure To Disclose Hazards 8 Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0417 Page 1 of 11 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORllril Under SECTION I — COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, paragraph 2. EXCLUSIONS, provisions 1. through 6. of this endorsement are excess over any valid and collectible insurance (including any deductible) available to the insured, whether primary, excess or contingent (SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is changed accordingly). Provisions 1. through 6. of this endorsement amend the policy as follows: 1. PROPERTY DAMAGE LIABILITY— ALIENATED PREMISES A. Exclusion j. Damage to Property, subparagraph (2) is deleted. B. The following paragraph is deleted from Exclusion j. Damage to Property; Paragraph (2) of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held for rental by you. 2. PROPERTY DAMAGE LIABILITY — ELEVATORS AND SIDETRACK AGREEMENTS A. Exclusion j. Damage to Property, paragraphs (3),(4), and (6) do not apply to the use of elevators. B. Exclusion k. Damage to Your Product does not apply to: The use of elevators; or 2. Liability assumed under a sidetrack agreement. 3. PROPERTY DAMAGE LIABILITY — PROPERTY LOANED TO THE INSURED OR PERSONAL PROPERTY IN THE CARE, CUSTODY AND CONTROL OF THE INSURED A. Exclusion j. Damage to Property, paragraphs (3) and (4) are deleted.. B. Coverage under this provision 3. does not apply to "property damage" that exceeds $25,000 per occurrence or $25,000 annual aggregate. 4. PRODUCT RECALL EXPENSE A. Exclusion n. Recall of Products, Work or Impaired Property does not apply to "product recall expenses" that you incur for the "covered recall" of "your product". This exception to the exclusion does not apply to "product recall expenses" resulting from: 1. Failure of any products to accomplish their intended purpose; 2. Breach of warranties of fitness, quality, durability or performance; 3. Loss of customer approval or any cost incurred to regain customer approval; 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; i. 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 III — 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: Includes copyrighted material of Insurance Services Office, Inc. Page 2of11 CG70630417 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 [of the CGL Coverage Form], $25,000 is the most we will pay for all "product recall expenses" arising out of the same defect or deficiency. 5. NONOWNED WATERCRAFT Exclusion g. Aircraft, Auto or Watercraft, paragraph (2) is deleted and replaced with the following: [This exclusion does not apply to:] (2) A watercraft you do not own that is: (a) Less than 75 feet long; and (b) Not being used to carry any person or property for a charge; 6. BLANKET CONTRACTUAL LIABILITY — RAILROADS Under SECTION V — DEFINITIONS, paragraph C. of "Insured Contract' is deleted and replaced by the following: C. Any easement or license agreement; Under SECTION V — DEFINITIONS, paragraph f.(1) of "Insured Contract" is deleted. 7. CONTRACTUAL LIABILITY — PERSONAL AND ADVERTISING INJURY Under SECTION I — COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted. 8. SUPPLEMENTARY PAYMENTS Under SECTION I — SUPPLEMENTARY PAYMENTS — COVERAGES A AND B, paragraph 1.b. is deleted and replaced with the following: 1. b. Up to $5,000 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. 9. BROADENED WHO IS AN INSURED 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. Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0417 Page 3 of 11 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; (b) To the spouse, child, parent, brother or sister of that co -"employee" or volunteer worker as a consequence of paragraph (1)(a) above; (C) For 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 10. of this endorsement. Paragraphs (1)(a), (1)(b) and (1)(C) above do not apply to your "employees" who are: (i) Managers; (11) Supervisors; (111) Directors; or (liv) Officers; with respect to "bodily injury" to a co -"employee". (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). b. Any person (other than your "employee" or "volunteer worker"), or any organization while acting as your real estate manager. C. 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. d. 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. e. 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. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 11 CC 70 63 0417 f. Any person or organization, including any manager, owner, lessor, mortgagee, assignee or receiver of premises, to whom you are obligated under a written contract to provide insurance such as is afforded by this policy, but only with respect to liability arising out of the ownership, maintenance or use of that part of any premises or land leased to you, including common or public areas about such premises or land if so required in the contract. However, no such person or organization is an insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy or lease that premises or land; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. g. Any state or political subdivision but only as respects legal liability incurred by the state or political subdivision solely because it has issued a permit with respect to operations performed by you or on your behalf. 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." h. Any person or organization who is the lessor of equipment leased to you, to whom you are obligated under a written contract to provide insurance such as is afforded by this policy, but only with respect to their liability arising out of the maintenance, operation or use of such equipment by you or a subcontractor on your behalf with your permission and under your supervision. 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. No such person or organization, however, is an insured with respect to any "occurrence" that takes place after the equipment lease expires. 1. Any architect, engineer, or surveyor engaged by you under a written contract but only with respect to liability arising out of your premises or "your work." 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 only applies to the extent permitted by Subchapter C of the Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. No architect, engineer, or surveyor, however, 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 1. does not apply if a separate Additional Insured endorsement providing liability coverage for architects, engineers, or surveyors engaged by you is attached to the policy. If the written contract or written agreement requires primary and non-contributory coverage, the insurance provided by paragraphs f. through L above will be primary and non-contributory relative to other insurance available to the additional insured which covers that person or organization as a Named Insured, and we will not share with that other insurance. 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 0417 Page 6 of 11 C. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Coverage A does not apply to "product recall expense" arising out of any withdrawal or recall that occurred before you acquired or formed the organization. 4. Any person or organization (referred to below as vendor) with whom you agreed under a written contract to provide insurance is an insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" that are distributed or sold in the regular course of the vendor's business. However, no such person or organization is an insured with respect to: a. "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement. b. Any express warranty unauthorized by you; o. Any physical or chemical change in "your product" made intentionally by the vendor; d. Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; e. Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of "your products"; f. Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the "your product"; g. "Your products" which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. h. "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (1) The exceptions contained in subparagraphs d. or f.; or (2) Such inspections, adjustments, tests or servicing as the vendor has agreed.to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. This paragraph 4. does not apply to any insured person or organization from which you have acquired .your products", or any ingredient, part, or container, entering into, accompanying or containing "your products". This paragraph 4. also does not apply if a separate Additional Insured endorsement, providing liability coverage for "bodily injury" or "property damage" arising out of "your product" that is distributed or sold in the regular course of a vendor's business, is attached to the policy. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. 10. INCIDENTAL MALPRACTICE LIABILITY As respects provision 9., SECTION II — WHO IS AN INSURED, paragraph 2.a.(1)(d) does not apply to any nurse, emergency medical technician or paramedic employed by you to provide medical or paramedical services, provided that you are not engaged in the business or occupation of providing such services, and your "employee" does not have any other insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. Under SECTION III -- LIMITS OF INSURANCE, provisions 11. through 14. of this endorsement amend the policy as follows: 11. AGGREGATE LIMITS PER PROJECT The General Aggregate Limit applies separately to each of your construction projects away from premises owned by or rented to you. Includes copyrighted material of Insurance Services Office, Inc. Rage 6 of 11 CG 70 63 0417 12. AGGREGATE LIMITS PER LOCATION The General Aggregate Limit applies separately to each of your locations, but only when required by written contract or written agreement. As respects this provision 12., your locations are premises you own, rent or use involving the same or connecting lots or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. However, your locations do not include any premises where you, or others acting on your behalf, are performing construction operations. 13. INCREASED MEDICAL PAYMENTS LIMITS A. SECTION III — LIMITS OF INSURANCE, paragraph 7., the Medical Expense Limit, is subject to all the terms of SECTION III — LIMITS OF INSURANCE and is the greater of: 1. $10,000; or 2. The amount shown in the Declarations for Medical Expense Limit. B. This provision 13. does not apply if COVERAGE C MEDICAL PAYMENTS is excluded either by the provisions of the Coverage Form or by endorsement. 14. DAMAGE TO PREMISES RENTED TO YOU — SPECIFIC PERILS AND INCREASED LIMIT A. The word fire is changed to "specific perils" where it appears in: 1. The last paragraph of SECTION I -- COVERAGE A, paragraph 2. Exclusions; 2. SECTION IV, paragraph 4.b. Excess Insurance. B. The Limits of Insurance shown in the Declarations will apply to all damage proximately caused by the same event, whether such damage results from a "specific peril" or any combination of "specific perils." C. The Damage To Premises Rented To You Limit described in SECTION III — LIMITS OF INSURANCE, paragraph 6., is replaced by a new limit, which is the greater of: 1. $1,000,000; or 2. The amount shown in the Declarations for Damage To Premises Rented To You Limit. D. This provision 14. does not apply if the Damage To Premises Rented To You Limit of SECTION I -- COVERAGE A is excluded either by the provisions of the Coverage Form or by endorsement. E. "Specific Perils" means fire; lightning; explosion; windstorm or hail; smoke; aircraft or vehicles; riot or civil commotion; vandalism; leakage from fire extinguishing equipment; weight of snow, ice or sleet; or "water damage". "Water damage" means accidental discharge or leakage of water or steam as the direct result of the breaking or cracking of any part of a system or appliance containing water or steam. 15. BROADENED LEGAL LIABILITY COVERAGE FOR LANDLORD'S BUSINESS PERSONAL PROPERTY Under SECTION I — COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions, j. Damage to Property, the first paragraph following paragraph (6) is deleted and replaced with the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to a landlord's business personal property that is subject to, or part of, a premises lease or rental agreement with that landlord. The most we will pay for damages under this provision 15. is $10,000. A $250 deductible applies. Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, provisions 16. through 18. of this endorsement amend the policy as follows: Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0417 Page 7 of 11 16. BROADENED KNOWLEDGE OF OCCURRENCE Under 2. Duties In The Event Of Occurrence, Offense, Claim, Or Suit, paragraph a. is deleted and replaced and paragraphs e. and f. are added as follows: a. You must see to it that we are notified as soon as practicable of an 'occurrence" or an offense, regardless of the amount, which may result in a claim. Knowledge of an 'occurrence" or an offense by your "employee(s)" shall not, in itself, constitute knowledge to you unless one of your partners, members, "executive officers," directors, or managers has knowledge of the 'occurrence" or offense. To the extent possible, notice should include: (1) How, when and where the 'occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. e. If you report an "occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by this Coverage Form, failure to report such an "occurrence" to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this `occurrence" to us as soon you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. f. You must see to it that the following are done in the event of an actual or anticipated "covered recall' that may result in "product recall expense": (1) Give us prompt notice of any discovery or notification that "your product" must be withdrawn or recalled. Include a description of "your product" and the reason for the withdrawal or recall; (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. 17. 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 Form 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 this 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. 18. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) 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. 19. EXTENDED NOTICE, OF CANCELLATION AND NONRENEWAL Includes copyrighted material of Insurance Services Office, Inc. Rage 8 of 11 CG 70 63 0417 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 will remain in effect until the 61st 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. 20. 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. 21. ADDITIONAL DEFINITIONS 1. SECTION V — DEFINITIONS, paragraph 4. "Coverage territory" is replaced by the following definition: "Coverage territory" means anywhere in the world with respect to liability arising out of "bodily injury," "property damage," or "personal and advertising injury," including "personal and advertising injury" offenses that take place through the Internet or similar electronic means of communication provided the insured's responsibility to pay damages is determined in a settlement to which we agree or in a "suit" on the merits, in the United States of America (including its territories and possessions), Puerto Rico and Canada. 2. SECTION V— DEFINITIONS is amended by the addition of the following definitions: "Covered recall" means a recall made necessary because you or a government body has determined that a known or suspected defect, deficiency, inadequacy, or dangerous condition in "your product" has resulted or will result in "bodily injury" or "property damage". "Product Recall expenses" mean only reasonable and necessary extra costs, which result from or are related to the recall or withdrawal of "your product" for: a. Telephone and telegraphic communication, radio or television announcements, computer time and newspaper advertising; b. Stationery, envelopes, production of announcements and postage or facsimiles; C. Remuneration paid to regular employees for necessary overtime or authorized travel expense; d. Temporary hiring by you or by agents designated by you of persons, other than your regular employees, to perform necessary tasks; e. Rental of necessary additional warehouse or storage space; f. Packaging of or transportation or shipping of defective products to the location you designate; and g. Disposal of "your products" that cannot be reused. Disposal expenses do not include: (1) Expenses that exceed the original cost of the materials incurred to manufacture or process such product; and Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0417 Page 9 of 11 (2) Expenses that exceed the cost of normal trash discarding or disposal, except as are necessary to avoid "bodily injury' or "property damage". 22. REASONABLE FORCE — BODILY INJURY OR PROPERTY DAMAGE Under SECTION I — COVERAGE A., paragraph 2. Exclusions, subparagraph a. Expected Or Intended Injury is deleted and replaced with the following: [This insurance does not apply to:] a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 23. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under SECTION I — COVERAGE A., paragraph 2. Exclusions, exclusion k. Damage to Your Product and exclusion I. Damage to Your Work are deleted and replaced with the following: [This insurance does not apply to:] k. Damage to Your Product "Property damage" to "your product" arising out of it or any part of it, except when caused by or resulting from: (1) Fire; (2) Smoke; (3) "Collapse"; or (4) Explosion. For purposes of exclusion k. above, "collapse" means an abrupt falling down or caving in of a building or any part of a building with the result that the building or part of the building cannot be occupied for its intended purpose. I. Damage to Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products -completed operations hazard". This exclusion does not apply: (1) If the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor; or (2) If the cause of loss to the damaged worts arises as a result of: (a) Fire; (b) Smoke; (c) "Collapse"; or (d) Explosion. For purposes of exclusion 1. above, "collapse" means an abrupt falling down or caving in of a building or any part of a building with the result that the building or part of the building cannot be occupied for its intended purpose. B. The following paragraph is added to SECTION III — LIMITS OF INSURANCE: Includes copyrighted material of Insurance Services Office, Inc. Page 10 of 11 CG 70 63 0417 Subject to 5. above [of the CGL Coverage Form], $100,000 is the most we will pay under Coverage A for the sum of damages arising out of any one 'occurrence" because of "property damage" to "your product" and "your work" that is caused by fire, smoke, collapse or explosion and is included within the "product -completed operations hazard". This sublimit does not apply to "property damage" to "your work" if the damaged work, or the work out of which the damage arises, was performed on your behalf by a subcontractor. 24. 131ROADENED BODILY INJURY COVERAGE Under SECTION V — DEFINITIONS, the definition of "bodily injury" is deleted and replaced with the following: 3. 'Bodily injury" a. Means physical. (1) Injury; (2) Disability; (3) Sickness; or (4) Disease; sustained by a person, including death resulting from any of these at any time. b. Includes mental: (5) Anguish; (6) Injury; (7) Humiliation; (8) Fright; or (9) Shock; directly resulting from any "bodily injury" described in paragraph 3.a. C. All 'bodily injury" described in paragraph 3.b. shall be deemed to have occurred at the time the "bodily injury" described in paragraph 3.a. occurred. 25. DESIGNATED COMPLETED PROJECTS — AMENDED LIMITS OF INSURANCE When a written contract or written agreement between you and another parry requires project -specific limits of insurance exceeding the limits of this policy; A. for "bodily injury" or "property damage" that occurs within any policy period for which we provided coverage; and B. for "your work" performed within the "products -completed operation hazard"; and C. for which we previously issued Amendment Of Limits Of Insurance (Designated Project Or Premises) CG 71 94 either during this policy term or a prior policy term; and D. that designated project is now complete; the limits of insurance shown in the CG 71 94 schedule will replace the limits of insurance of this policy for the designated project and will continue to apply for the amount of time the written contract or written agreement requires, subject to the state statute of repose of the project location. These limits are inclusive of and not in addition to the replaced limits. Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0417 Page 11 of 11 POLICY NUMBER: CA2111178 COMMERCIAL AUTO CA 71 65 0911 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURE® o PRIMARY NON-CONTRIBUTORY COVERAGE WHEN REQUIRED BY INSURED CONTRACT OR CERTIFICATE This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM The provisions of the Coverage Form apply unless changed by this endorsement. This endorsement identifies person(s) or organization(s) who are "insured" under the Who Is An Insured Provision of the Coverage Form. This endorsement changes the policy on the inception date of the policy, unless another date is shown below. Endorsement Effective: Countersigned By: 01/31/2020 Named Insured: McClendon Construction Company, Inc. (Authorized Representative) (No entry may appear above. If so, information to complete this endorsement is in the Declarations.) 1. Section 11— Liability Coverage, A. Coverage, 1. Who Is An Insured is amended to add: Any person or organization with whom you have an "insured contract' which requires: that person or organization to be added as an "insured" under this policy or on a certificate of insurance, and this policy to be primary and non-contributory to any like insurance available to the person or organization. Each such person or organization is an "insured" for Liability Coverage. They are an "insured" only if that person or organization is an "insured" under in SECTION II of the Coverage Form. The contract between the Named Insured and the person or organization is an "insured contract". 2. Section IV — Business Auto Conditions, B. General Conditions, 5. Other Insurance, paragraph d. is deleted and replaced by the following for the purpose of this endorsement only: When coverage provided under this Coverage Form is also provided under another Coverage Form or policy, we will provide coverage on a primary, non-contributory basis. Includes copyrighted material of Insurance Services Office, Inc. with its permission. NAMED INSURED: MCCLENDON CONSTRUCTION COMPANY, INC. POLICY NUMBER: CA2111178 THIS ENDORSEMENT CHANCES THE POLICY. PLEAW READ ITCAREFULLY. TEA AD"NTA E MMERCIAL AUTOM013ILE BROAD FORM ENDORSEMENT This endorsement muditfes Insurance provided under the BUSINESS AUTO COVERAGE FOlitW Wlth respect to coverage provided by this andomemant, the provisions of the Coverage Form apply unless modlfled bythe endorsement. The premium forthis endorsement is $ 2250.00 1. ZROAD FORM INSURED SECTION 111-LIABILITY GOVERAGE,A.1. Who is An Innured Is arnanded by the addltlon of the following; d. Any organization you newly acquire or form, other than a partnership, jornt venfura or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage underthls provlslon Is afforded only until the end of the policy period; (2) Coverage does hot 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" underanyother potf cy or would be an "insured" but for its termination or the exhausting of its limit of insurance. Q. 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 ranted under a contract or agreement In that"employees" name, with your permission, while peribrmIng duties relateft the conduct of your business. However, your "employee" does not qualify as an Insured underthls paragraph (2) while using a covered "auto" rented from you or from any member ofthe "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. Arry person or orURWzalfon with whom you ag rae I n a written conlrocl, m Illen agreement or pormil, I o pfr "Wrance Micha!�1�.ali qd.under]his pallray,bulwily 01�respgtytlpyourcovared') u*W" This provision does not apply: (1) Unless the written contractor agreement is executed or the permit Is issued prior to the "bodily Injury" or "property damage"; (2) To any person or organizatlon 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 provida direct primary insurance for the lessor; (b) The "auto" is leased without a driver, and Includes copyrighted malerlalof Insurance Services Office, Inc. CA 71181109 Page 1 of 5 (c) The lease had not expired. Leased "autos" covered under this provision will be considered covered "autos" you own and not covered "autos" you hire. h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting slodc on the effective date of this endorsement. This provision does not apply to "bodily lNury" or "property damage" for which an "insured" is also an Insured under any other automobile policy or would be an Insured under such a policy, but for Its termination or the exhaustion of Its limits of Insurance, unless such policy Was written to apply specifroaily In excess of this polIoy. 2. COVERAGE EXTENSION$ -SUPPLEMENTARY PAYMENTS Under Section II - LIABILITY COVERAGE, A2.a. Supplementary Payments, paragraphs (2)and (4) are deleted and replaced as follows; (2) Up to $2,500 for the cost of ball bonds (including bonds for related lraffic law violations) required because of an "accidentp we cover. We do not have to furnish these bond a. (4) All reasonable expenses Incurred by tho"Insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 3. AMENDED FELLOW EMPLOYEE EXCLUSION Under SECTION II-LIASILITYCOVERAGE, B. EXCLUSIONS, paragraph 5. Fsliow Employee Is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Any rellow "emplloyee" of the "insured" arising out of and In the course of the fellow "employee's" employment or while performing dutles related to the conduct of your business. However, this exclualon does not apply to your"employees"that are officers, managers, supervisors or above. Coverage Is excess over tiny other collectible Insurance. b. The spa use, child, parent, brother or sister of that fellow "employed" as a consequence of paragraph a. above. 4, HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under S9GTI0N III -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical Damage coverage to "autos" that you or your "employees" hire or borrow, under your name or the "employee's" name, for the purpose or doing your work. We will provide coverage equal to the broadest physical damage coverage applicable to any covered "auto" shown In the Declarations, Item Three, Schedule of Covered Autos You Own, or on any endorsements amending this schedule- B. under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions. paragraph b. Loss Of Use Expenses is deleted and replaced with the following; b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses forwhich an "insured" becomes legally responsible to payfor loss of use of a vehicle rented or hired without a driver, under awritten rental contract or agreement. We will pay for loss of use expenses if caused by: ('I) Other than collision, only Ifihe Deciarallons indicate that Comprehenslve Coverage Is provided for any covered "autd'; Includes copyrighted material of Insurance Services Oflf ce, Inc. Page 2 of 5 CA 71181109 (2) Specified Causes of Loss, only If the Declarations indicate that Specifled Causes Of Loss Coverage Is provided forany covered "auto"; or (3) Collision, only if the Declarations indicate that Collision Coverage Is provided for any covered auto". However, the most we will pay for any expenses for loss of use Is $30 per day, to a maximum of $2,000. G. Under SECTION Iv— BUSINESS AUTO CONDITIONS, B. General Conditions, 5. Other Insurance, paragraph b. Is replaced by the iolloW rig: b. For Hired Auto Physical Damage, the following are deemed to be covered "autos" you own: 1. Any covered "auto" you lease, hire, rent or borrow; and 2. Any covered "auto" hired or rented iyynur"employees" under contract in that individual "employee's" natne, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver Is not a covered "auto", nor Is any "auto" you hire from any of your "employees", partners (If you area partnership), members (If you are a limited liabitltyaompany), or members of chair households, S. LOAN OR LEASE Gal`" COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A.COVERAGE, the following isadded: If a covered "auto" Is owned or leased and if we provide Physical Damage Coverage on it, we will pay, In the event of a covered total "loss", any unpaid amount due on the lease or loan for a covered "auto", less: (it) The amount paid under the Physical Damage Section of the policy; and: (b) Any, (1) Overdue lease or loan payments Including penalties, interest or other charges resulting from overdue payments at the time of the 'loss", (2) Financial penalties Imposed under a lease for excessive use, abnormal wear and tear or high mlleage; (3) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; (4) Security deposits not refunded by a lessor, and (5) Carry-over halannes from previous loans or leases. 6. RENTAL REIMBURSEMENT Under SECTION ill - PHYSICAL DAMAGE COVERAGE, AA. Coverage Iaxtenslans, paragraph a.. Transportation Expenses Is deleted and replaced by the following: a. Transportation Expenses (1) We will pay up to $75 per clay to a maximum of $2,000 for transportation expense Incurred by you because of covemd "lass'. We will pay only for those covered "autos" for which you carry Collision Coverage or either Comprehensive Coverage or Specified Causes of Loss Coverage. We will pay fortransportallonexpenses Incurred during the period beginning 24 hours after the covered"loss" and ending, regardless of the polloy's expiration, when the covered'auto" is returned to use or we payfor its "loss", This coverage Is In addition to the otherwise applicable coverage you have on a covered "auto". No deductibles apply to this coverage. Includes copyrighted material of Insurance Services Office, Inc. CA71181109 Page 3of5 (2) This coverage does not apply while there Is a spare or reserve "auto" avallable to you for your operation. 7. AIRSAGCOVERAGE Under SECTION III -PHYSICAL DAMAGE, EL EXCLUSIONS, paragraph 3.Isdeleted and replaced by the following: 3, We will not pay for"loss" caused by or resulting from any of the follow]nq unless caused byother "loss" that is covered bythis insurance: (i) Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not Include the discharge of an airbag. (2) Blowouts, punctures or other road damage to tires. S. GLASS REPAIR —WAIVER OF DEDUCTIBLE Section ill —PHYSICAL DAMAGE COVERAGE, D. Deductible Is amended to add the following: No deductible applies to glass damage if the glass is repal red rather than replaced. 9. COLLISION. COVERAGE —WAIVER OF DEDUCTIBLE Under Section III -PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the fall owing: When there Is a loss to your covered "auto" Insured for Collision Coverage, no deductible will apply If the loss was caused by a collision 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 the Ildlowlny: a. You must see to itthatwe are notified assoon as practInabla of an "accldent", claim, "suit" or "loss". Knowledge of an "accident", claim, "suit"or°loss" byyour "employees" shall not, in itself, constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you are a limited Ilebilitycornpany) has knowledge of tha "ooddenl", claim, "suit" or'loss". Notice should include: (1) How, when and where the "aecddent" or "loss" occurred; (2) The "Insured's" name and address; and (3) To the extent possible, the narnas and addresses of any injured persons and witnesses. 11. TRAN&FEROFRIG HTS(@LANKETWAIVER OFSUBRC1GATION) Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Lase Conditions paragraph S. Transfer Of Rights Of Recovery Against Others To Us Is deleted and replaced by the following: & Transfer Of Rights Of Recovery Against Others To Us If any person or organizatlon to or for whom we make payment underthis Coverage Form has rights to recover damages from another, those rights are transferred to us, That person or organizatlon must do everything necessary to secure our rights and must do nothing offer "acaide rif' or "loss" to Impair them. However, if the 'Insured" has waived rlghts to recover through a written contract, or If your work was commenced under a letter of intent or work order, s ubject to a subsequent reduction in writing wlth customers whose customary contracts require a walver, we waive any right of recovery we may have underthis Coverage Form. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA 71 la 1109 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Under SECTION IV - BUSINESS AUTO CONDITiONS , B. General Conditions, paragraph 2. Concoalment, Misrepresentation Or Fraud is amended by the addition of the following: We will not deny coverage under [his Coverage Form If you unintenllonally fall to disclose all hazards existing as of the inception date of this poSlcy. You must report to us any knowledge of an error or ornfssloh In your representations as soon as practicable after 11s discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 13. Ili. ANKET COVERAGE FOR CER-FAIN t ??RATIONS IN CONNECTION WITH RAILHOAOS When required by written contraoi or weliten agreement, the definlilon of "insured contract" Is amended as follows: — The exceptlon contained in paragraph H.3. relaEing to construction or demolition operations on or within 50 feet of a railroad; and Paragraph H.a. are deleted with respect to the use of a covered "auto" In operations for, or aftecling, a railroad, Includes copyrighted material of Insurance Services Officer Inc. CA 71181109 Page 5 or: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) 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 Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 01/31/2020 Policy No. WC2000080 Endorsement No. WC 42 03 04 B Named Insured:' McClendon Construction Company, Inc. Premium Insurance Company WC4203046 (Ed. 06-14) Countersigned by Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. NAMED INSURED: MCCLENDON CONSTRUCTION COMPANY, INC. POLICY NUMBER: CPP2111179 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL CHANGE - THIRD PARTY This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL UMBRELLA LIABILITY COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE FORM TRUCKERS COVERAGE FORM Subject to the cancellation provisions of the Coverage Form to which this endorsement is attached, we will not: 1. Cancel; 2. Nonrenew; or, 3. Materially change (reduce or restrict) this Coverage Form, except for nonpayment of premium, until we provide at least 60 days written notice of such cancellation, nonrenewal or material change. Written notice will be to the person or organization named in the Schedule. Such notice will be by certified mail with return receipt requested. This notification of cancellation, nonrenewal or material change to the person or organization named in the Schedule is intended as a courtesy only. Our failure to provide such notification will not: 1. Extend any Coverage Form cancellation date; 2. Negate the cancellation as to any insured or any certificate holder; 3. Provide any additional insurance that would not have been provided in the absence of this endorsement; or 4. Impose liability of any kind upon us. This endorsement does not entitle the person or organization named in the Schedule to any benefits, rights or protection underthis Coverage Form. SCHEDULE Name Of Person Or Organization Mailing Address Any person or organization holding a certificate of insurance issued The address shown for that person or organization in for you, provided the certificate: that certificate of insurance 1. Refers to this policy; 2. States that notice of: a. Cancellation; b. Nonrenewal; or G. Material change reducing or restricting coverage; will be provided to that person or organization; 3. Is in effect at the time of the: a. Cancellation; b. Nonrenewal; or c. Material change reducing or restricting coverage; and 4. Is on file at your agent or broker's office for this policy IL 70 66 07 14 - BLKT NAMED INSURED: MCCLENDON CONSTRUCTION COMPANY, INC. POLICY NUMBER: CA2111178; WC2000080 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EARLIER LIEI NOTICE OF CANCELLATION PROVIDED BY US Number of Days Notice U" For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of Cancellation is increased to the number of days shown In the Schedule above. If this policy is cancelled by us we will send the Named Insured and any party listed in the following schedule notice of cancellation based on the number of days notice shown above. SCHEDULE {dame of Person or Organization The Name of Person or Organization Is any person or organlzatfon holding a certificate of insurance issued for you, provided the certificate. 1. Refers to this policy; 2. States that notice of: a, Cancellatlon; b. Non renewal; or C. Material change reducing or restricting coverage; w1ill be provided to that person or organization; 3. is in effect at the lime of the: a. Cancellation; b. Nonrenewal; or c, Material change reducing or restricting coverage; and 4. Is on file at your agent or brokers office for this policy. Mailing Address The Mailing Address is the address shown for that person or organization in that certificate of insurance. IL 70 45 05 07 - BLKT STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Article 1— Definitions and Terminology............................................................ 1.01 Defined Terms................................................................................. 1.02 Terminology.................................................................................... Article 2 — Preliminary Matters............................................................................ 2.01 Copies of Documents....................................................................... 2.02 Commencement of Contract Time; Notice to Proceed ................... 2.03 Starting the Work............................................................................. 2.04 Before Starting Construction........................................................... 2.05 Preconstruction Conference............................................................. 2 06 113iiblin Meetin Page .....................................1 .....................................1 ..................................... 6 ............................................. 7 ............................................. 7 2.07 Initial Acceptance of Schedules.. ........................................................... Article 3 — Contract Documents: Intent, Amending, Reuse ..................................... 3.01 Intent...................................................................................................... . 3.02 Reference Standards............................................................................... 3.03 Reporting and Resolving Discrepancies ................................................ 3.04 Amending and Supplementing Contract Documents ............................ 3.05 Reuse of Documents.............................................................................. 3.06 Electronic Data....................................................................................... ..................................... 7 ..........I........................... 8 ...................................... 8 ...................................... 8 ...................................... 8 ...................................... 8 ...................................... 8 .....................................18 ...................................... 9 ......... .......... I.................. 9 ....................................10 ....................................10 ............................. -.—A l 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 Enviromnental 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Kimbo, McComas & Alta View Improvements Revision: February 2, 2016 Project No. 101119 Article 6 - Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 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 ............................................ 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 Indemnifcatioln.........................................................................................................................33 6.22 Delegation of Professional Design Services .............................. ............... 34 6.23 Right to Audit .............................................................................................................................. 34 6.24 Nondiscrimination ............................. 35 Article 7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination...............................................................................................................•................36 Article 8 - City's Responsibilities .................... 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................ 36 8.03 Pay When Due............................................................................................................................ 36 9,04 Lands and Easements; Reports and Tests................................................................................... 36 8.05 Change Orders............................................................................................................................. 36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 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 Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work............................................................ ...38 ................................ 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders....................................................................................................... 39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process.............................................................................................................40 Article 11-- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays.......................................................................................................................................... 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects................................................................................................ ........................ 48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13,07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization......................................................................................... ....... 55 ........................ 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................... ...... 55 .......................... 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims............................................................................................... ... 57 ...................... CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No.101119 Article 15 — Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.............................................................. ......................... 60 Article 16 — Dispute Resolution............................................................................ .......... 61 ................................ 16.01 Methods and Procedures............................................................................................................. 61 Article17 -- Miscellaneous.............................................................................................................................. 62 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 17.05 Headings...................................................................................................................................... 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TER1bIINOLOGY 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. S. 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. 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order=A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion., or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14, City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claire 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 SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim, 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering film registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Manager —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62, Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day --- A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean famishing 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 famished 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 SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform, the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2015 Project No. 101119 007200-] GENERAL CONDITIONS Page 9 of 63 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 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. Contractors 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas &Alta View Improvements Project No.101119 007200-1 GENERAL CONDITIONS Page 10 of 63 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 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 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 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. 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. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 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. 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 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 13 of 63 generally recognized as inherent in work of the character provided for in the Contract Documents; 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page ] 4 of 63 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 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: CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 15 of 63 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. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2,2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 16 of 63 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. ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the CITY OF FORT WORTH Kim bo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 17 of 63 Supplementary Conditions as "Additional Insured" on all liability policies. 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 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 18 of 63 coverage shall be approved by the City in regards to asset value and stockholders' equity. In 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. 13. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 19 of 63 Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto', defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 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. "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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kim bo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-I GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 '72 00 - 1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, ,Suppliers, and such other individuals or entities performing or famishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents, B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or ,Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-] 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 parry 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. 6.48 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200- 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2, hqp://www.window.state.tx.us/taxinfo/taxfonns/93-fonus.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, night -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 SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kim bo, McComas & Alta View Improvements Project No. 101119 0077200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work. During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning. 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become _due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of CITY OF FORT WORTH STANDARD CONSTRUCTION 5PLCIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 30 of 63 their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 31 of 63 Contractor shall give City prompt written notice if Contractor believes that any significant 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 6.1 S.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: I. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is CITY OF FORT WORTH Kimbo, McComas &Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL_ CONDITIONS Page 33 of 63 responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND U EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT R SOME .OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART 13Y 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, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 34 of 63 licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPE IFI ALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT I ALLEGED OR PROVEN THAT ALL OR SUMW OF UMMAHAUEZEKLQLSO GHT WERE CAUSED IN WHOLE OR IN PAR 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 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 35 of 63 the subcontract, and further, that City shall have access during Regular Working Hours to all 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 T01 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No.101119 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 Contractor's Work except for latent defects in the work provided by others. 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: I. 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. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.06 Inspections, Pests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here >. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 38 of 63 B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 39 of63 B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. 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 13.09 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 Down, 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: L 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included. The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.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 11.013, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH Kimbo, McComas &Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2, 2015 Project No. 101119 00 72 00 - 1 GENERAL CONDITEONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded. The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A. 1 or specifically covered by Paragraph 11,0I .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 performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05, C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if. 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2_ there is no corresponding adjustment with respect to any other item of Work. E_ Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall,include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.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 12.0l.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 47 of 63 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0 LA.6, and 11.013; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order, B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 48 of 63 information or material, if any, which is to be furnished by the City. 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 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 49 of 63 result and require a retest. 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 CITY OF FORT WORTH Kim bo, McComas & Alta View Improvement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 50 of 63 give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any 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 ftom 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: I . 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 SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 51 of 63 C. in special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200- 1 GENERAL CONDITIONS Page 52 of 63 engineers, architects, attorneys, and other professionals and all court or other dispute resolution 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 applidd on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: I. For contracts less than $400,000 at the time of execution, retainagc 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: I. 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to pen -nit 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 f cceptance 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. 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 confirins, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 57 of 63 Paragraph 5.02, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. if it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or ReguIations 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 shaIl 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.023, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance 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 SPECIFICATION DOCUMENTS Revision: February 2, 2016 Kim bo, McComas &Alta View Improvements Project No. 101119 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall- i . Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5, complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a Iist, 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 Kim bo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH himbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 -- MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving parry. 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revision: February 2, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of November 11 2019. Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER TCF.-1 (iwLd.alupo Rodriguez. ROF-I Frio Phengthirath ROE-2 icsuy. cgura Itt}li-3 Renint:t (iraup Inc ROF.-4 mmigvilai gesuompllnn Rt E-5 Baylnone PbcFicr.l)irath WE 4 joy ierBarajas ROE-7 Rick Taylor RO V-g William h/Schitel CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 TARGET DATE OF POSSESSION '1'13l? 'tBl� TRD TBD 'I'BD TBD D TBD TBD TB.I) Kimbo, McComas & Alta View Improvements Project No. 101119 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 PARCEL OWNER TARGET DATE NUMBER OF POSSESSION RPE-9 Wranica Nuns T13b ROE- 10 DaiiielOrtega TBD ROF-II F'clipe AgiiaJli} T13f] ROF.-12 Paul Ortega TIiI) ROE-13 Robed Flannagan T131) ROE-14 Hurellel Slep1wris TBD I(OE-15 Teddy Fw;;Gr T131) ROF-16 RVP [nveslments TBD ROFr 17 Humberto Qome2 TBD ROE-18 Jomithnn Lodinos T140 k01_-1 r} Isrnacl Jac"ez TBD Rt,}E,20 Jesu3 Mftldonado TBD KOF-21 Oscar Ron quiHo TBD ROE-22 Doris Curie TBD ROE-23 La2wo Totnoyo 1MD ROE-24 hmadvne Lynch TBD PIM-25 Delrny Avi los Till'] ROF.-26 Robert 1-itile TrBD ROE-27 Jose ingupex TBD ROE-28 John Robles THD 1 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 2 and do not bind the City. 3 4 If Contractor considers the final easements provided to differ materially from the representations on the 5 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 6 notify City in writing associated with the differing easement line locations. 7 8 SC-4.01 A.2, "Availability of Lands" 9 10 Utilities or obstructions to be removed, adjusted, and/or relocated 11 12 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 13 as of November 11, 2019. 14 EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADJUSTMENT AtmosGas Unknown at this time ...... - ........ _......_ _.............. -......-._....................................._.............................................. ......... Oncor Overhead electric & utilities sharing poles Unknown at this time 15 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 16 and do not bind the City. 17 18 SC-4.02A., "Subsurface and Physical Conditions" 19 20 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 21 CITY OF FORT WORTH Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 5 A Geotechnical Engineering Study, 2018 Bond Street Reconstruction Contract 1, dated July 2018, prepared by CMJ Engineering, Inc., a sub -consultant of Baird, Hampton & Brown, Inc, a consultant of the City, providing additional information on the subsurface physical conditions of the project site and the paving recommendations for the project The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Baird, Hampton & Brown, Inc (3) Other: None [Oblrrin qpp;YiV?dAil- 11)v limits .ri]r wof for SC '5-64-4 Mrrr 5 fNb_.Jrfr00r f'rt1' 1Ji!J;YeV.finrrli-fr+,1; t.-r10?rPW'I SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Stf1tUtOry 1LMit5 Favpleyer's thibiJity S 100,000 each aC6dC]1y0CVL1r-T0T cC S 100,000 Dise_lse7 - each empl;lyce 500.000 Disease - policy limil SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of S 1,pp0,000 each -oi=rrenee $2,000,00{1 agregate:linlit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Project No. 101119 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 2 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 3 4 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 5 defined as autos owned, hired and non -owned. 6 7 11,0111J.0 0 each accident on a combined single limit basis. Split limits are acceptable if limits are at 8 least: 9 10 50,(W Bodily Injury per person 1 11 S500.601) Bodily LoiLiry per accident 12 $100,600 €'rtkNny Damage 13 14 SC-5.04D., "Contractor's Insurance" 15 16 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 17 material deliveries to cross railroad properties and tracks: NONE 18 19 SC-6.04., "Project Schedule" 20 21 Project schedule shall be tier Tier 3 for the project. 22 23 SC-6.07., "Wage Rates" 24 25 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 26 Appendixes: 27 2017 Prevailing Wage Rates (Highway; Heavy, including pipelines) 28 <Buzzsaw location, Resources102-Construction Docurnents/S'peei leationsfDiv 00-General 29 CondlilionslCFW Wage Rate Table 20080708.p4f> 30 31 SC-6.09., "Permits and Utilities" 32 33 SC-6.09A., "Contractor obtained permits and licenses" 34 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 35 1. TCEQ Notice of Intent of Stormwater Discharges 36 2. TCEQ General Permit for Stormwater Discharges from Construction Activities 37 3. TCEQ Notice of Termination of Storm Water Discharges 38 4. Licensed Plumber 39 5. Fort Worth Street use permit 40 41 SC-6.09B. "City obtained permits and licenses" 42 The following are known permits and/or licenses required by the Contract to be acquired by the City: 43 1. None known at this time. 44 45 SC-6.09C. "Outstanding permits and licenses" 46 47 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of November 48 11, 2019: 49 50 51 52 53 54 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Project No. 101119 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION None Known at this time SC-7.02., "Coordination" TARGET DATE OF POSSESSION The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority Atmos Relocate Utilities Greg Robbins, PE, City of Fort Worth Oncor Relocate Utilities Greg Robbins, PE, City of Fort Worth SC-8.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Greg Robbins, P.E., or his/her successor pursuant to written notification from the Director of Transportation and Public Works Infrastructure Design and Construction. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE SC-9.01., "City's Project Representative" wording changed to City's Project 1122/2016 F. Griffin Manager. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 011100 SUMMARY OF WORK 01 11 00- 1 SUMMARY OF WORK Page) of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the itein 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. IDl 119 011100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear a]I rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or 23 private 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 alight be affected by the Work. 29 c. Be responsible for a]I damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No, 101119 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY ]NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to I 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101 It 9 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution., including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 wilI be documented by Change Order in accordance with the General Conditions. 47 4. No additional contract time will be given for substitution. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 5. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the City's opinion, acceptance will require substantial revision of the original 5 design 6 d. In the City's opinion, substitution will not perform adequately the function 7 consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which 16 it is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 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 a] 29 30 PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? what ettect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Flrm _ Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 PART1- GENERAL SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — 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 INOT 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 39 e. Other City representatives CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Project No. 101119 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 1 f. Others as appropriate 2 4. Construction Schedule 3 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 4 provide at Preconstruction Meeting. 5 b. City will notify Contractor of any schedule changes upon Notice of 6 Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Stoma Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System. y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August I7, 2012 Project No. 101119 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION CITY OF FORT WORTFI Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Project No. 101119 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification to 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor 39 b. Project Representative CITY OF FORT wORTH Kimbo, McComas & Alta View Improvements sTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No, 1D1119 013120-2 PROJECT MEETINGS Page 2 of 3 1 c. Other City representatives 2 4. Meeting Schedule 3 a. In general, the neighborhood meeting will occur within the 2 weeks following 4 the pre -construction conference. 5 b. In no case will construction be allowed to begin until this meeting is held. 6 C. Progress Meetings 7 1. Formal project coordination meetings will be held periodically. Meetings will be 8 scheduled and administered by Project Representative. 9 2. Additional progress meetings to discuss specific topics will be conducted on an as- 10 needed basis. Such additional meetings shall include, but not be limited to: 1 I a. Coordinating shutdowns i2 b. Installation of piping and equipment 13 c. Coordination between other construction projects 14 d. Resolution of construction issues 15 e. Equipment approval 16 3. The Project Representative will preside at progress meetings, prepare the notes of 17 the meeting and distribute copies of the same to all participants who so request by 18 fully completing the attendance form to be circulated at the beginning of each 19 meeting. 20 4. Attendance shall include: 21 a. Contractor's project manager 22 b. Contractor's superintendent 23 c. Any subcontractor or supplier representatives whom the Contractor may desire 24 to invite or the City may request 25 d. Engineer's representatives 26 e. City's representatives 27 f Others, as requested by the Project Representative 28 5. Preliminary Agenda may include: 29 a. Review of Work progress since previous meeting 30 b. Field observations, problems, conflicts 31 c. Items which impede construction schedule 32 d. Review of off -site fabrication, delivery schedules 33 e. Review of construction interfacing and sequencing requirements with other 34 construction contracts 35 f Corrective measures and procedures to regain projected schedule 36 g. Revisions to construction schedule 37 h. Progress, schedule, during succeeding Work period 38 i. Coordination of schedules 39 j. Review submittal schedules 40 k. Maintenance of quality standards 41 1. Pending changes and substitutions 42 in. Review proposed changes for: 43 1) Effect on construction schedule and on completion date 44 2) Effect on other contracts of the Project 45 n. Review Record Documents 46 o. Review monthly pay request 47 p. Review status of Requests for Information 48 6. Meeting Schedule CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 1 a. Progress meetings will be held periodically as determined by the Project 2 Representative. 3 1) Additional meetings may be held at the request of the: 4 a) City 5 b) Engineer 6 c) Contractor 7 7. Meeting Location 8 a. The City will establish a meeting location. 9 1) To the extent practicable, meetings will be held at the Site. 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 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 [NOT USED] 20 21 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 -1 PRECONSTRUCTION VIDEO Page 1 of 2 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 I — 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 SUBMITTALSIINFORMATIONAL 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 2 4 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 013300-1 SUBMITTALS Page I of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I --- 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 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Kimbo, McComas & Alfa View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 33 00 - 2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (Le. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing 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 Iinches. 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 47 2. The Project title and number CITY OF FORT WORTH Kimbo, McComas & Alta View Lnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 10A 19 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom -prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 £ Special wiring diagrams 23 g. Coordination drawings 24 b. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 i. As applicable to the Work 27 28 2. Details a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 1) Provide such measurements and note on the drawings prior to submitting 31 for approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City's Standard Product 34 List, clearly identify each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City's Standard 36 Product List, submittal data may include, but is not necessarily limited to: 37 a. Standard prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation 40 instructions 41 2) Availability of colors and patterns 42 3) Manufacturer's printed statements of compliances and applicability 43 4) Roughing -in diagrams and templates 44 5) Catalog cuts 45 6) Product photographs 46 7) Standard wiring diagrams 47 8) Printed performance curves and operational -range diagrams CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 10 1119 01 33 00 _ 4 SUBMITTALS Page 4 of 8 1 9) Production or quality control inspection and test reports and certifications 2 10) Mill reports 3 11) Product operating and maintenance instructions and recommended 4 spare -parts listing and printed product warranties 5 12) As applicable to the Work 6 H. Samples 7 1. As specified in individual Sections, include, but are not necessarily limited to: 8 a. Physical examples of the Work such as: 9 1) Sections of manufactured or fabricated Work 10 2) Small cuts or containers of materials 11 3) Complete units of repetitively used products color/texture/pattern swatches 12 and range sets 13 4) Specimens for coordination of visual effect 14 5) Graphic symbols and units of Work to be used by the City for independent 15 inspection and testing, as applicable to the Work 16 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 17 be fabricated or installed prior to the approval or qualified approval of such item. 18 1. Fabrication performed, materials purchased or on -site construction accomplished 19 which does not conform to approved shop drawings and data is at the Contractor's 20 risk. 21 2. The City will not be liable for any expense or delay due to corrections or remedies 22 required to accomplish conformity. 23 3. Complete project Work, materials, fabrication, and installations in conformance 24 with approved shop drawings, applicable samples, and product data. 25 J. Submittal Distribution 26 1. Electronic Distribution 27 a. Confirm development of Project directory for electronic submittals to be 28 uploaded to City's Buzzsaw site, or another external FTP site approved by the 29 City. 30 b. Shop Drawings 31 1) Upload submittal to designated project directory and notify appropriate 32 City representatives via email of submittal posting. 33 2) Hard Copies 34 a) 3 copies for all submittals 35 b) If Contractor requires more than 1 hard copy of Shop Drawings 36 returned, Contractor shall submit more than the number of copies listed 37 above. 38 c. Product Data 39 1) Upload submittal to designated project directory and notify appropriate 40 City representatives via email of submittal posting. 41 2) Hard Copies 42 a) 3 copies for all submittals 43 d. Samples 44 1) Distributed to the Project Representative 45 2. Hard Copy Distribution (if required in lieu of electronic distribution) 46 a. Shop Drawings 47 1) Distributed to the City 48 2) Copies CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Pr o9ect N0. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 33 00 - 5 SUBMITTALS Page 5 of 8 a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 1) 'EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 33 00 - 6 SUBMITTALS Page 6 of 8 1 a) The Contractor may release the equipment or material for manufacture; 2 however, all notations and comments must be incorporated into the 3 final product. 4 c. Code 3 5 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 6 assigned when notations and comments are extensive enough to require a 7 resubmittal of the package. 8 a) The Contractor may release the equipment or material for manufacture; 9 however, all notations and comments must be incorporated into the 10 final product. 11 b) This resubmittal is to address all comments, omissions and 12 non -conforming items that were noted. 13 c) Resubmittal is to be received by the City within 15 Calendar Days of 14 the date of the City's transmittal requiring the resubmittal. 15 d. Code 4 16 1) "NOT APPROVED" is assigned when the submittal does not meet the 17 intent of the Contract Documents. 18 a) The Contractor must resubmit the entire package revised to bring the 19 submittal into conformance. 20 b) It may be necessary to resubmit using a different manufacturer/vendor 21 to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than I resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 37 7. Partial Submittals 38 a. City reserves the right to not review submittals deemed partial, at the City's 39 discretion. 40 b. Submittals deemed by the City to be not complete will be returned to the 41 Contractor, and will be considered "Not Approved" until resubmitted. 42 c. The City may at its option provide a list or mark the submittal directing the 43 Contractor to the areas that are incomplete. 44 8. If the Contractor considers any correction indicated on the shop drawings to 45 constitute a change to the Contract Documents, then written notice must be 46 provided thereof to the City at least 7 Calendar Days prior to release for 47 manufacture. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications I 1 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 22 3. Numbering of RFI a. Prefix with "RFl" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMA.TIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 01 33 00 - 8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson I. A.K.S. Working Days modified to Calendar Days CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 35 13- 1 SPECIAL. PROJECT PROCEDURES Pagel of 8 I SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 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 WORTFI STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 0135 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 17 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage -type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 C. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric Iines 6 a. Notification shall be given to: 7 1) The power company (example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as "AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May I through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 33 with the National Weather Service, will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of I hour. 38 2) However, the Contractor may begin work prior to 10:00 a.m. if: 39 a) Use of motorized equipment is less than 1 hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting", or 41 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives, Drop Weight, Etc. 46 1. When Contract Documents permit on the project the following will apply: 47 a. Public Notification CITY OF FORT WORTH Kimbo, McComas & Alta view Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 2 prior to commencing. 3 2) Minimum 24 hour public notification in accordance with Section 0131 13 4 G. Water Department Coordination 5 1. During the construction of this project, it will be necessary to deactivate, for a 6 period of time, existing lines. The Contractor shall be required to coordinate with 7 the Water Department to determine the best times for deactivating and activating 8 those lines. 9 2. Coordinate any event that will require connecting to or the operation of an existing 10 City water line system with the City's representative. 11 a. Coordination shall be in accordance with Section 33 12 25. 12 b. If needed, obtain a hydrant water meter from the Water Department for use 13 during the life of named project. 14 c. In the event that a water valve on an existing live system be turned off and on 15 to accommodate the construction of the project is required, coordinate this 16 activity through the appropriate City representative. 17 1) Do not operate water line valves of existing water system. 18 a) Failure to comply will render the Contractor in violation of Texas Penal 19 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 20 will be prosecuted to the full extent of the law. 21 b) In addition, the Contractor will assume all liabilities and 22 responsibilities as a result of these actions. 23 H. Public Notification Prior to Beginning Construction 24 1. Prior to beginning construction on any block in the project, on a block by block 25 basis, prepare and deliver a notice or flyer of the pending construction to the front 26 door of each residence or business that will be impacted by construction. The notice 27 shall be prepared as follows: 28 a. Post notice or flyer 7 days prior to beginning any construction activity on each 29 block in the project area. 30 1) Prepare flyer on the Contractor's letterhead and include the following 31 information: 32 a) Name of Project 33 b) City Project No (CPN) 34 c) Scope of Project (i.e. type of construction activity) 35 d) Actual construction duration within the block 36 e) Name of the contractor's foreman and phone number 37 f) Name of the City's inspector and phone number 38 g) City's after-hours phone number 39 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 40 A. 41 3) Submit schedule showing the construction start and finish time for each 42 block of the project to the inspector. 43 4) Deliver flyer to the City Inspector for review prior to distribution. 44 b. No construction will be allowed to begin on any block until the flyer is 45 delivered to all residents of the block. 46 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 I I . In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction, prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information- 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers (USACE) 24 1. At locations in the Project where construction activities occur in areas where 25 USACE permits are required, meet all requirements set forth in each designated 26 permit- 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where 29 railroad permits are required, meet all requirements set forth in each designated 30 railroad permit. This includes, but is not limited to, provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the right-of-way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. If water is used to control dust, capture and properly dispose of waste water. 48 b. If wet saw cutting is performed, capture and properly dispose of slurry. CITY OF FORT WORTH Kimbo, McComas & Alta view Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 013513-6 SPECIAL PROTECT PROCEDURES Page 6 of 8 1 M. Employee Parking 2 1. Provide parking for employees at locations approved by the City. 3 N. Coordination with North Central Texas Council of Governments (NCTCOG) Clean 4 Construction Specification 5 1. Comply with equipment, operational, reporting and enforcement requirements set 6 forth in NCTCOG's Clean Construction Specification. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 L1Q DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 18 19 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/31 /2012 D. Johnson 1.4.B -- Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTI3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL, BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 Plif'i OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 1 z 4 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FORTWORTH DOE NO. IiX= l-ojact Nanw. 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 Mmbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 10110 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 39 the City. 2) Upload test reports to designated project directory and notify appropriate 40 City representatives via email of submittal posting. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTJON SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 3) Hard Copies 2 a) 1 copy for all submittals submitted to the Project Representative 3 b. Hard Copy Distribution (if required in lieu of electronic distribution) 4. 1) Tests performed by City 5 a) Distribute 1 hard copy to the Contractor 6 2) Tests performed by the Contractor 7 a) Distribute 3 hard copies to City's Project Representative 8 4, Provide City's Project Representative with trip tickets for each delivered load of 9 Concrete or Lime material including the following information: 10 a. Name of pit 11 b. Date of delivery 12 c. Material delivered 13 B. Inspection 14 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 15 perform work in accordance with the Contract Documents, 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USEDI 26 27 r: END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 01 50 00 - l TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 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 Iockable 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 WORTI3 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 50 00 - 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] 15 112 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] I [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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Proj ect No. 101119 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 7 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 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) AIlow 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 Pen -nit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. 39 1) Allow a minimum of 5 working days for permit review. CITY OF FORT WORTH Kimbo, McComas & Alta view improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) Contractor's responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit, such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control plans in accordance with Section 34 71 13. S 2) Allow minimum 5 working days for review of revised Traffic Control. 9 3) It is the Contractor's responsibility to coordinate review of Traffic Control 10 plans for Street Use Permit, such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction, then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices (MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete, to the extent that the permanent sign can be 21 reinstalled, contact the City Transportation and Public Works Department, Signs 22 and Markings Division, to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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] 34 PART 3 - EXECUTION [NOT USED] 35 END OF SECTION CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 5713 -1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 01 5713 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of 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 3125 00 -- Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 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 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention PIan: 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 WORT14 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 1 I a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send I copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted- 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 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 48 B. Modified SWPPP CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00, 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 I SECTION 01 5813 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification S 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oRl 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 Limbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 0158 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 58 13-3 TENMORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Limbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources102 - Construction Docurnents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 1 111 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] S END OF SECTION 6 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1— General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSIINFORMATIONAL 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 28 29 30 31 32 33 34 35 36 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 5. Clearly and fully mark and identify as to manufacturer, item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. Handle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 C. Storage Requirements 8 1. Store materials in accordance with manufacturer's recommendations and 9 requirements of these Specifications. 10 2. Make necessary provisions for safe storage of materials and equipment. 11 a. Place loose soil materials and materials to be incorporated into Work to prevent 12 damage to any part of Work or existing facilities and to maintain free access at 13 all times to all parts of Work and to utility service company installations in 14 vicinity of Work. 15 3. Keep materials and equipment neatly and compactly stored in locations that will 16 cause minimum inconvenience to other contractors, public travel, adjoining owners, 17 tenants and occupants. 18 a. Arrange storage to provide easy access for inspection. 19 4. Restrict storage to areas available on construction site for storage of material and 20 equipment as shown on Drawings, or approved by City's Project Representative. 21 5. Provide off -site storage and protection when on -site storage is not adequate. 22 a. Provide addresses of and access to off -site storage locations for inspection by 23 City's Project Representative. 24 6. Do not use lawns, grass plots or other private property for storage purposes without 25 written permission of owner or other person in possession or control of premises. 26 7. Store in manufacturers' unopened containers. 27 8. Neatly, safely and compactly stack materials delivered and stored along line of 28 Work to avoid inconvenience and damage to property owners and general public 29 and maintain at least 3 feet from fire hydrant. 30 9. Keep public and private driveways and street crossings open. 31 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 32 satisfaction of City's Project Representative. 33 a. Total Iength which materials may be distributed along route of construction at 34 one time is 1,000 linear feet, unless otherwise approved in writing by City's 35 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 01 66 00 - 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] IS 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 Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 Project No. 101119 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page I of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from I 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. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Project No. 101119 01 70 00 - 2 MOBTL.IZATI0N AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials famished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.I.A.2.a.1) 46 2) Remobilization as described in Section I.I.A.2.a.2) CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Project No. 101119 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.I.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" will be paid for at the unit 31 price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item_ 39 1.3 REFERENCES ]NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 45 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Project No. 101119 01 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] S PART 3 - EXECUTION [NOT USED] 6 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Project No. 101119 017123-1 CONSTRUCTION STAKING AND SURVEY Page I of 8 I SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Project No. 101119 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of S 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the foIlowing:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Surve - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As built Surve —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking -- The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey "Field Checks" Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 websitc) — 01 71 23.16.01— Attachment A Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxi) files (available 29 on City's Buzzsaw website). 30 3_ Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Project No. 101119 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01— Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. 44 2) Use of Benchmarks to furnish and maintain all reference lines and grades 45 for tunneling. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPEC10CATION DOCUMENTS Revised February 14, 2018 Project No. 101119 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 3) Use of line and grades to establish the location of the pipe. 2 4) Submit to the City copies of field notesused to establish all lines and 3 grades, if requested, and allow the City to check guidance system setup prior 4 to beginning each tunneling drive. 5 5) Provide access for the City, if requested, to verify the guidance system and 6 the line and grade of the carrier pipe. 7 6) The Contractor remains fully responsible for the accuracy of the work and 8 correction of it, as required. 9 7) Monitor line and grade continuously during construction. 10 8) Record deviation with respect to design line and grade once at each pipe 11 joint and submit daily records to the City. 12 9) If the installation does not meet the specified tolerances (as outlined in 13 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 14 the installation in accordance with the Contract Documents. 15 C. As -Built Survey 16 1. Required As -Built Survey will be performed by the Contractor. 17 2. Coordination 18 a. Contractor is to coordinate with City to confirm which features require as- 19 built surveying. 20 b. It is the Contractor's responsibility to coordinate the as -built survey and 21 required measurements for items that are to be buried such that construction 22 activities are not delayed or negatively impacted. 23 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 24 to physically measure depth and mark the location during the progress of 25 construction and take as -built survey after the facility has been buried. The 26 Contractor is responsible for the quality control needed to ensure accuracy. 27 3. General 28 a. The Contractor shall provide as -built survey including the elevation and 29 location (and provide written documentation to the City) of construction 30 features during the progress of the construction including the following: 31 1) Water Lines 32 a) Top of pipe elevations and coordinates for waterlines at the following 33 locations: 34 (1) Minimum every 250 linear feet, including 35 (2) Horizontal and vertical points of inflection, curvature, 36 etc. 37 (3) Fire line tee 38 (4) Plugs, stub -outs, dead-end lines 39 (5) Casing pipe (each end) and all buried fittings 40 2) Sanitary Sewer 41 a) Top of pipe elevations and coordinates for force mains and siphon 42 sanitary sewer lines (non -gravity facilities) at the following locations: 43 (1) Minimum every 250 linear feet and any buried fittings 44 (2) Horizontal and vertical points of inflection, curvature, 45 etc. 46 3) Stormwater Not Applicable 47 b. The Contractor shall provide as -built survey including the elevation and 48 location (and provide written documentation to the City) of construction 49 features after the construction is completed including the following: CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions CITY OF FORT WORT14 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Project No. 101119 41 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of $ I PART 3 - EXECUTION 2 3.1 INSTALLERS 3 A. Tolerances: 4 1. The staked location of any improvement or facility should be as accurate as 5 practical and necessary. The degree of precision required is dependent on many 6 factors all of which must remain judgmental. The tolerances listed hereafter are 7 based on generalities and, under certain circumstances, shall yield to specific 8 requirements. The surveyor shall assess any situation by review of the overall plans 9 and through consultation with responsible parties as to the need for specific 10 tolerances. 11 a. Earthwork: Grades for earthwork or rough cuff should not exceed 0.1 ft. vertical 12 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 13 1.0 ft. tolerance. 14 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 15 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 16 walkways shall be located within the confines of the site boundaries and, 17 occasionally, along a boundary or any other restrictive line. Away from any 18 restrictive line, these facilities should be staked with an accuracy producing no 19 more than 0.05ft. tolerance from their specified locations. 20 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 21 electric lines, shall be located horizontally within their prescribed areas or 22 easements. Within assigned areas, these utilities should be staked with an 23 accuracy producing no more than 0.1 ft tolerance from a specified location. 24 e. The accuracy required for the vertical location of utilities varies widely. Many 25 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 26 should be maintained. Underground and overhead utilities on planned profile, 27 but not depending on gravity flow for performance, should not exceed 0.1 ft. 28 tolerance. 29 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 30 specifications or in compliance to standards. The City reserves the right to request a 31 calibration report at any time and recommends regular maintenance schedule be 32 performed by a certified technician every 6 months. 33 1. Field measurements of angles and distances shall be done in such fashion as to 34 satisfy the closures and tolerances expressed in Part 3. LA. 35 2. Vertical locations shall be established from a pre -established benchmark and 36 checked by closing to a different bench mark on the same datum. 37 3. Construction survey field work shall correspond to the client's plans. Irregularities 38 or conflicts found shall be reported promptly to the City. 39 4. Revisions, corrections and other pertinent data shall be logged for future reference. 40 41 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Kimbo, McComas & Alta View Improvements Project No. 101119 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.3 PREPARATION [NOT USED] 2 3.4 APPLICATION 3 3.5 REPAIR/ RESTORATION 4 A. If the Contractor's work damages or destroys one or more of the control 5 monuments/points set by the City, the monuments shall be adequately referenced for 6 expedient restoration. 7 1. Notify City if any control data needs to be restored or replaced due to damage 8 caused during construction operations. 9 a. Contractor shall perform replacements and/or restorations. 10 b. The City may require at any time a survey "Field Check" of any monument 11 or benchmarks that are set be verified by the City surveyors before further 12 associated work can move forward. 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL 15 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 16 City in accordance with this Specification. This includes casements and right of way, if 17 noted on the plans. 18 B. Do not change or relocate stakes or control data without approval from the City. 19 3.8 SYSTEM STARTUP 20 A. Survey Checks 21 1. The City reserves the right to perform a Survey Check at any time deemed 22 necessary. 23 2. Checks by City personnel or 3' party contracted surveyor are not intended to 24 relieve the contractor of his/her responsibility for accuracy. 25 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 Revision Log DATE NAME SUMMARY OF CHANGE MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Limbo, McComas & Alta View Improvements Project No. 101 ] 19 01 71 23-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen defmitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text'; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Project No. 101119 FORTWORTH. Section 017123.01 - Attachment Survey Staking Standards February 2017 F-;\7017.000.000\2017.719,000 5;,t!at S❑uth esl Parkway & Alta View SCreet\Dncs\Pro]ect hAanUa1lI Prelimsr3ary�AltaViewKimboMcCpmaN1B - Div 0-1-General RequfremaRt5\01 71 23.15_01—Aaachment A_Sun"-y Staking Standards_dDu Page 1 of 25 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (htt onlinemanuals.txdot. ov txdotmanuals ess ess. df) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table ®f Contents I. City of Fort Worth Contact Information II. Construction Colors Ill. Standard Staking Supplies iv. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vlll. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 29 Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER ' IRRIGATION AND RECLAIMED WATER Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 29 Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long IV. Survey Equipment, Control and Daum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/it.5olutions/GIS/ Look for'Zoning Maps'. Under 'Layers', expand 'Basemap Layers', and check on Benchmarks'. B. Conventional or Robotic Total Station Equipment 1. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS stakin for concrete sanita sewer, storm drain final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, T in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 29 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_5tatePlane_Texas_North_Central_FIP5_4202_Feet Projection: Lambert_ Conformal —Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude _Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS —North American-1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Pre erred Fife Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1 - Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 29 Example fora project that has surface coordinates which must be translated: File 1_ C1234_As-built of Water on Main Street Grid NAD83 TXSP 4202.csv File 2: C1234_As-built of Water on Main Street_Project Specific Datum.csv Example Control Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\ Docs\P roject Manual\1 - Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 29 fi CL 1016 f!7 U) » iD 0 C) LIJ Er Z Q EL- 0 Cl� [� I - E"-- z 0 0 [:Ca C) 0 rN C�? t,J I Ljj EL.= 100.0a' CP #1 jj N=5000.00 E=5000.00 I I� E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Does\Project Manua!\1 - Prelim inary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 29 V. Water Staking Standards A. Centerline Staking— Straight line Tangents I. Offset lath/stakes every 200' on even stations [I. Painted blue lath/stake only, no hub is required Ili. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Center[ine Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes 1. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb Ili. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants 1. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans E:\2017.000.000\2017,719,000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 29 Example Water Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\AltaViewKimboMcComas\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 29 7'_ O/G �- W/L W f�7 7' O/S '� W/L iDp�ss 777- 777m 11, C -.can 0 IRIT iL� 1�fi.lii' m � IaE 9 Q0 Ln < 6� � . . � LL HIS L L WM� E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMc[omas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 29 !!I. Sanitary Sewer Staking A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking Il. Painted green lath/stake WITH hub and tack or marker dot, no flagging required Ill. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vlll. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval ll. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes !. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Fiowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01WAttachment A —Survey Staking Standards.docx Page 11 of 29 Example Sanitary Sewer Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\ Docs\ Project Manual\1- Preliminary\Alta ViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking 5tandards.docx Page 12 of 29 r- w� w LLJ ''I. i{ . I i�' If t � srA=-3+7ialI ur c-stl II c--aI&t w n L i a 2V 91 }2' i7r5 8 = E7A�3d71$ a, e-3u 11 � 4 3�1�7 C-aA 0. 7- O/S Q SS j ``-k�Be'-} j �- 149 a � w ir,: r� �+ y I -� �y rz ¢ � r Ql ice., A LLI v q� LLI C3 (f) in ti u U ee VII. Storm Sewer & Inlet Staking E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1 - Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 29 A. Centerline Staking— Straight Line Tangents I. 1 offset stake every 200' on even stations 11. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves 1. if arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval 11, Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00'total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor 11. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans Example Storm Inlet Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 29 FRONT (SIDE FACING m m a m m 1 RACK {sn t=11CIN0 RAW.) r.. paw # i � IDEENTIFFIS iftW I � END OF THE i1 NG � BE'.'.' STAKED i1I 1 ft HUW ELEWMILTI I I ( pi II INLET STATION + (IF NOTED ON PLANS) Ir,"T1FIES LRAM 4T 're T©P OF UIRO r+ 024iTlml,, GRADE [] I TO "VUJE I .w+ IJUS WITH TACK I3P.[:1; OF 1�JFP EF3 OF PfrlEI.iENT -� DISTANCES FOR INLETS BACK (SDE FADNG R.QW) POINT L MY E E- AWN I c FRONT (SIDE FACING Ck) x r*i ad.>C9nES %*OcN EM OF 11IE 'TANG t �l f O STANDARD 10 - 16 RECESSED W - 20' STANDARD DUJBL.E 10' - 26.6'f _ � RECESSED DDUBLE 10- - 30 6i I I SACK CF INLET F I R ❑ �I - k1ANHOLE � �I •�+ Rlhi W i1F cHMD - — — FLt WLlNE — — FACE OF INLET EDGE OF PAVEMENT FACE OF INLET EDOE OF PAVEMENT EDGE OF PAWMENT E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 29 VIII. Curb and Gutter Staining A. Centerline Staking —Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans Vll. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves Ill. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 29 Example Curb 8% Gutter Stakes FRONT (SIDE FACING) BACK till �/� aoE€an�Es o��-r Iv TO (SIDE FAUNO R.O,W.) � RAM cF eMAD OR F/c FGR FACE OF CURB FRONT (SIDE FACING q-) FRONT (SIDE FACIM, E) W PUNT # 7C1 A O 0 N I � III T InF]IlnliFU �MAUE M m TOP OF CUFF NO GRAY ON HUE, ELEVAIJON I o + �11 ti np A .. � .• ,^,���r- car � � � — � ~� U-1 LILJ -- TOP OF CURB BACK OF CURB FACE OF CURBI Ir�C' FLOVYLI NE EDGE OF PAVEMENT Fa L PIG ICENTInES START PUNT GF CURVATURE PC'� Example Curb & Gutter Stakes at Intersection FRONT [DFNTIRES END (SUE FACING ¢) T II¢C iR o E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 17 of 29 F ME 16' CIS sf�*5Q mow- F+�tii Of LL v VIE pC w O y � #� I 1 oil rmmw WIN IN {2 Sr L �y2�• i 331anva 1WR 0n (tj bra°� R-17 7 r S E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manua1\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 29 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name FL A blank template can he obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTAN r/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: © OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE RIOTED. OFFSET PROP. STAKED PT # STATION DESCRIPTION -CUT +FILL -LTI+RT GRADE ELEV. E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1- Prelim inary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 29 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIs data and must be in the proper format when submitted. See section 1V. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 29 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1 - Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A —Survey Staking Standards.docx Page 21 of 29 L - E:\%017.000U00\2O17.719.0UUGreat Southwest Parkway & Alta View Street\oocs\Projoc W1anuaK1- Preiminmry\A|te\newKim6oMcComas\B'Div 01'Genom|Requirements\D1712].16.O1—Atachment/�—Survey StahinQStmndards.docx Page 22ofZ9 srAu `1�Wt etArlarJ9i STA"fM-&MEWER r5-0 SlA as u0 AWL ff!!A© lt7 REiKJV£ SAlYAaF INIXk *Wr TO £x1S1:8 f SATE£ IN AU. 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P re I Staking Standards.docx Page 25 of 29 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079,165 726.09 SSMH RIM 2 6946260.893 2296062.141 725.668 GV RIM Cc, a- )71� 3 6946307.399 2296038.306 726.85 GV RIM 7 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722,123 GV RIM 6 6946190,528 2296022.721 722.325 FH 1 c7 ti 7 6946136.012 229S992.115 719.448 WM RIM' 8 6946002,267 2295919,133 713-331 WM RIM -ix 9 6946003.056 2295933.418 718.652 CO RIM 10 6945984.677 2295880.S2 711.662 55MH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895,077 2295860.962 707.72 WM RIM 4 C 13 6945896,591 2295862.188 708.205 WM RIM 14 6945934,286 2295841,925 709.467 WM RIM 15 6945936,727 2295830.441 710.094 CO RIM C( 16 694SR35.678 2295799,707 707.774 SSMH RIM 17 6945817.489 2295827.011 709.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 'k) LA J J-) ,. 19 6945768,563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.192 710,631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM C 23 6945621,902 2295669.471 723.76 WM RIM 24 6945643.407 2295735,03 719.737 CO RIM CAL r" 25 6945571.059 2295655.195 727.514 SSMH RIM6;vrt 26 6945539.498 2295667,803 729,123 WM RIM 27 6945519.834 2295619.49 732.689 WM RIM 28 6945417,879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736,451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM VII._ 5ti � C C_, 32 6945M3.53 2295610,559 740.408 FM 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570,715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206,483 2295529.305 751,058 WM RIM 38 6945142.015 2295557.666 750,853 WM RIM 39 6945113.445 229SS20.335 751.871 WM RIM 40 6945049,02 2295527.345 752,257 SSMH RIM 41 6945041.024 2295552.675 751.79 WM RIM 7. 42 6945038.878 2295552.147 751.88 WM RIMAll ?7, 43 6945006.397 2295518.135 752.615 WM RIM 444,Trf` 44 6944944.782 2295520.635 752.801 WM RIMd41! 45 6944943.432 2295556.479 752.156 WM RIM 46 6944360.416 2295534.397 752.986 SSMH RIM dd E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manua1\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 27 of 29 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. E:\2017.000.000\2017.719.000 Great Southwest Parkway & A[ta View Street\Docs\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 28 of 29 c :a 7 � G B .. » . -- ----- ----- ----- ------ ------ __ ... z � ...... ..... .... e� R� u ro rt �- ""--• ----.. ....... ............ ..---- ------- ---- ---------- -•-- -- ------- ' a Ilk � ez w w a� w �� w w V o •k - S � g �� �r � .. E.\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1- Preliminary\AltaViewKimboMcComas\B - Div 01-General Requirements\0171 23.16.01—Attachment A —Survey Staking Standards.docx Page 29 of 29 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None, 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 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 Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Project No. 10I 119 017423-2 CLEANMG Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate ]Wanner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 017423-3 CLEANING Page 3 of 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Interior Final Cleaning 21 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 22 foreign materials from sight -exposed surfaces. 23 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 24 3. Wash and shine glazing and mirrors. 25 4. Polish glossy surfaces to a clear shine. 26 5. Ventilating systems 27 a. Clean permanent filters and replace disposable filters if units were operated 28 during construction. 29 b. Clean ducts, blowers and coils if units were operated without filters during 30 construction. 31 6. Replace all burned out lamps. 32 7. Broom clean process area floors. 33 8. Mop office and control room floors. 34 D. Exterior (Site or Right of Way) Final Cleaning 35 1. Remove trash and debris containers from site. 36 a. Re -seed areas disturbed by location of trash and debris containers in accordance 37 with Section 32 92 13. 38 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 39 that may hinder or disrupt the flow of traffic along the roadway. 40 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 41 junction boxes and inlets. 42 4. If no longer required for maintenance of erosion facilities, and upon approval by 43 City, remove erosion control from site. 44 5. Clean signs, lights, signals, etc. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 017423-4 CLEANING Page 4 of 4 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 Cif 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF TORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised .July 1, 2011 Project No. 101119 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 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 Iimited 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 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 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 0178 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 £ 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 CrrY OF FORT WORTH Mmbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 r: 29 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE4NSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) I I 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 I 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 fNOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 31 32 33 34 35 36 37 A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: S '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Kimbo, McComas & Alta View improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 39 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 Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 7823 -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) Sumner 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 CrPY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 017821-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 L9 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 December 20, 2012 Kimbo, McComas & Alta View Improvements Project No. 101119 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] r 7 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.I — title of section removed CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 5 I SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL 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. CITY OF FORT WORTH Kiinbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 10I t 19 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 5 1 2. Accuracy of records shall be such that future search for items shown in the Contract 2 Documents may rely reasonably on information obtained from the approved Project 3 Record Documents. 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work, both concealed and 7 visible, to enable future modification of the Warp to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 1.10 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data, use means necessary to again secure the data 15 to the City's approval. 16 a. In such case, provide replacements to the standards originally required by the 17 Contract Documents. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 25 charge to the Contractor, I complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 28 the City I complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 5 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ProjectNo. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 5 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Ttem ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD lox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 40 END OF SECTION CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Kimbo, McComas & Alta View Improvements Project No. 101119 01 78 39 - 5 PROJECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 999999-1 MISCELLANEOUS UTILITY RELOCATIONS/ADJUSTMENTS Page 1 of 1 1 SECTION 99 99 99 2 MISCELLANEOUS UTIILTY RELOCATIONS/ADJUSTMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 Miscellaneous utility adjustments include lawn sprinkler systems, subsurface drains and 7 other private service lines and appurtenances that are the property owner's responsibility 8 to maintain. Modifications to these miscellaneous utilities will likely be required on this 9 project. Exact locations and work required will not be determined until work begins on 10 the project. The Contractor shall obtain a reputable licensed irrigator to repair or replace 11 sprinkler systems with materials equal to or better than the existing system, as determined 12 by the City/Engineer. 13 14 Should the Contractor damage service lines due to his negligence, where such lines 15 would not have required adjustment or repair otherwise, the lines shall be repaired and 16 adjusted by the Contractor at the Contractor's expense. 17 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement for this item shall be made on the basis of each occurrence as 21 determined necessary and pre -approved by the City/Engineer, and payment to the 22 Contractor shall be the actual irrigator's bid for the adjustments plus ten percent 23 (10%), to be paid from the allowances given in the contract documents; such price 24 shall include all materials, labor, equipment, tools, and incidentals required to 25 adjust, repair, or replace miscellaneous utilities, complete in place. 26 END OF SECTION CITY OF FORT WORTH Kimbo, McComas & Alta View Improvements CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 August 2018 FORTWORTH PROJECT MANUAL APPENDICES FOR THE CONSTRUCTION OF 2018 BOND, STREET RECONSTRUCTION Contract IB — Kimbo Road (Mesquite Road to Eastern end Cul-de-Sac), McComas Road (Kimbo Road to N. Beach Street), & Alta View Street (Kimbo Road to Premier Street) City Project No. 101119 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions (Geotechnical Report -Pending) GC-4.04 Underground Facilities (SUE) GC-4.06 Hazardous Environmental Condition at Site: NONE GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates Highway, followed by Heavy (incl water and sewer lines) GC-6.09 Permits and Utilities: NONE GC-6.24 Nondiscrimination: NONE GR-01 60 00 Product Requirements (City of Fort Worth Standard Product List) Prepared for The City of Fort Worth Transportation and Public Works Department, and Water Department 2019 94 n B on BAIRD, HAMPTON & BROWN building partners 3801 William D. Tate Blvd., Ste. 500 Grapevine, TX 76051 -.ill Availabifity of Lands THIS PAGE LEFT INTENTIONALLY BLANK l CITY OF FORT WORT1.1 InIts Flnrnd - titrmi Rrc!f3nSlrue 11111 l'ruurpet 1, a,td STANDARD CONSTRUCTION S�EC'JACATFO N i)p(l IMENTS IYater&. Soult Rt-plaumcn+ C eintma 2)J 8 WSM,B ltcvjmd Jul}' I, 20 I llri jca No. 101 1 i41 Acc, m)f aenmV7W (IN _o.mama=_WO N0113MISM0038mHLS #m.LOZ \ k® • �� �+Aylf 4 �■;§|}e]ge/rL�§,� ® 1 \ ~-%»�aG)�§)}§ C3 yG $ �| Z:e -!- I �2b ■ 7� „ 7! ! | ; § f ! . \{� \ 1S M31A 711tl * Oil SWWODOLN '0d O81NIN :01 INNINOC N0110ndISNOON 13AKS 'aNOS 9LC z 0VI �0 ZQ' m mnr z= cixio N iu 0 0� �VI J \ - ' a o z U �Q� a s g g S� a �� 4r 10. �z a o F � ¢o �aa No dim ON Ala d I�iU o� �w �w mR Y e - 1 4444g� a \� II low - III � I ems 1. \v 1 I I 14 - i r _ II \ I I mm o� MATCH LIN - STA. 14+00 e IS M31A MV 3 Oil S;MOOM '()U CIGNIN :91 13'MINOO Noaonu15N003m J.33i115 'ONOB 910Z N isf:e u p g�iy 3. ° `x 1.9g n- n W> �w EL O 0 LJ z ¢ z u� >N Fo w°dr a � �w I �a'v _-RE _ m o o o a M R� w o E a X ¢ E E¢ S a w F l l w l l l I GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK C17'Y OF FORT WORTH 201 y $tnsd— 51MV R.CoOrl SLFUC{ i4in <, mlracl 1, and STANDARi) (Y)NSTRI,FL-7"1[)N SF1=C ACATION I} CUMENTS u i)19 W5M-D kevi d!u1}'I,M1i pfoeeNo,.Ii]1I19 GEOTECHNICAL ENGINEERING STUDY 2018 BONED STREET RECONSTRUCTION CONTRACT 1 GREAT SOUTHWEST PARKWAY, ALTA VIEW, KIMSO, AND McCOMAS FORT WORTH, TEXAS Presented To: Baird, Hampton & Brown July 2018 PROJECT NO. 110-18-102 (Revised) cmi 763G Pebble Drive -�-O,ENGINEERING, INC. Fort Worth, Texas 76118 www.cmjcngr.com July 11, 2018 Report No. 110-18-102 (Revised) Baird, Hampton & Brown 3801 William D. Tate, Suite 500 Grapevine, Texas 76051 Attn: Mr. Konstantine Bakintas, P.E. GEOTECHNICAL ENGINEERING STUDY 2018 BOND STREET RECONSTRUCTION CONTRALTI GREAT SOUTHWEST PAS W Y, ALTiA VIEW, KIMBO, AND ilticCOMAS ORT Dear Mr, Bakintas: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 17-6595 (Revised) dated August 31, 2017. The geotechnical services were authorized by Mr. Konstantine Bakintas, P.E. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Baird, Hampton & Brown. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. THXAs FIrthl REGISYRATiON NO. F-9177 T appington IV, P.E. 97402 copies submitted: (2) Mr. Konstantine Bakintas, P.E.; Baird, Hampton & Brown (mail and email) Phone (817) 284-9400 lax (817) 589-9993 - Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION -------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------2 3.0 SUBSURFACE CONDITIONS --------------------------------------------------------------------------------------- 4 4.0 PAVEMENTS-----------------------------------------------------------------------------------------------------------7 5.0 EARTHWORK---------------------------------------------------------------------------------------------------------15 6.0 CONSTRUCTION OBSERVATIONS----------------------------------------------------------------------------18 7.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 18 APPENDIX A Plate Planof Borings--------------------------------------------------------------------------------------------------- AAA — A.1c Unified Soil Classification System---------------------------------------------------------------------------------------A.2 Key to Classification and Symbols--------------------------------------------------------------------------------------A.3 Logsof Borings ----------------------------------------------------------------------------------------------------- A.4 --A.15 FreeSwell Test Results-------------------------------------------------------------------------------------------------A.16 Lime Series Test Results--------------------------------------------------------------------------------------- A.17 — A,18 Soluble Sulfate Test Results--------------------------------------------------------------------------------------------A.19 APPENDIX B Plate Pavement Thickness Design--------------------------------------------------------------------------------------B.1 — B.3 Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 1.0 INTRODUCTION 1.1 General The project, as currently planned, consists of the total reconstruction of four roadways in Fort Worth, Texas as follows: • Great Southwest Parkway - Mark IV Parkway to IH 35W, 2,350 linear feet • Alta View Street - Kimbo Road to Premier Street, 925 linear feet • Kimbo Road - Mesquite Road northeastward to Dead End, 1,800 linear feet • McComas Road - Kimbo Road to N. Beach Street, 260 linear feet Great Southwest Parkway and Alta View Street improvements are planned to be concrete paved (PCC). The remaining roadways are planned to utilize a full -depth reclaimed (FDR) base overlain with either Portland Cement Concrete or hot -mix asphalt paving (HMAC). This investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated January 2015. Plates A.1A — A.1c, Plan of Borings, depict the locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types of roadway subgrade preparation for the project, and provide pavement design guidelines. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The preliminary design is currently in progress and the locations and/or elevations of the roads could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. Report No. 110-18-102 (Revised) 1 CMJ ENGINEE]ING, INC. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by twelve (12) vertical soil borings plus five (5) pavement cores. Borings B-1 through B-12 were drilled to a depth of 10 feet using continuous flight augers and pavement cores C-1 through C-5 were performed at the approximate locations shown on the Plan of Borings, Plates A.1A — A.1 c. The boring logs for Borings B-1 through B-12 are included on Plates A.4 through A.15 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-Inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Report No.110-18-102 (Revised) rJ CMJ ENGINEERING, INC Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split -barrel (split -spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split -spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-P 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 respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground -water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with sand and capped with an asphalt plug or with quick set concrete as appropriate. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Free swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of the soils in their existing state. The results of the swell tests are presented on Plate A.16. Report No. 110-18-102 (Revised) CW ENGINEERING, INC. 3 Three Eades and Grim Lime Series tests were performed on selected samples to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series tests are presented on Plates A.17 and A.18. Soluble sulfate tests were conducted on selected soil samples recovered from the Borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate -induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The result of the sulfate tests are presented on Plate A.19. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Existing Paving and Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Great Southwest Parkway The existing pavement section in Borings B-1 through B-5 consists of a mixture primarily consisting of limestone gravel, asphalt fragments, and clays with thicknesses ranging from 6 to 10 inches. Fills and possible fills consisting of various dark brown, light brown, reddish brown, gray, and dark gray clays containing limestone fragments or gravel are next present in Borings B-1 and B-2 extending to depths of 4% to 8% feet. Natural soils encountered consist of dark brown, brown, light brown, and dark gray silty clays and clays containing limestone fragments or gravel and occasional fractured limestone seams or calcareous nodules. Fractured tan limestone is noted within the clays from 5 to 5% feet in Boring B-3. Roport No. 110-18-102 (Revised) 4 CMj ENGINEERING, INC. The silty clay and clay soils encountered in Borings B-1 through B-5 had Liquid Limits (LL) ranging from 39 to 71 with Plasticity Indices (PI) ranging from 25 to 49 and are classified as CL and CH by the USCS. The various clay soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.0 to over 4.5 tsf. Tested unit weight values varied from 84 to 113 pcf and unconfined compressive strength tests were 1,680 psf. The unconfined compressive strength test values reflect the presence of limestone fragments and pebbles, indicating higher in -situ strengths than the tested values. Tan limestone with occasional clay seams is next present in Borings B-4 and B-5 at a depth of 2 feet and continues through boring termination at 1❑ feet, and is noted at a depth of 10 feet in Boring B-3 at termination depth. The tan limestone contains occasional clay seams and is generally hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of % to 1 % inches of penetration per 100 blows. Alta View Street Kimbo Road and McComas Road The existing pavement section in Borings B-6 and B-7 (Alta View Street) consists of 5Y2 to 6Y2 inches of concrete. Paving along Kimbo Road (Borings B-8 through B-11) consist of 21/2 to 4Y2 inches of asphalt underlain by 7 to 9 inches of gravel base containing clays, while 2 inches of asphalt paving is present at the surface in Boring B-12 (McComas Road) with no underlying base or stabilized subgrade. Fills are present beneath the concrete in Boring B-6 and B-7 and below the asphalt paving in Boring B-12, extending to a depth of 1 foot. The fills consist of dark brown and brown silty clays containing limestone fragments or asphalt fragments and occasional pebbles. Natural soils encountered consist of dark brown, brown, light brown, reddish brown, light reddish brown, tan and gray silty clays, sandy silty clays, silty sandy clays, silty clayey sands, silty shaly clays, shaly clays and clays. The various clays often contain calcareous nodules and occasionally contain iron seams, ironstone nodules, iron stains, calcareous deposits, limestone fragments, limestone pebbles/gravel, or limestone seams. The various clayey soils encountered in Borings B-6 through B-12 had Liquid Limits (LL) ranging from 43 to 59 with Plasticity Indices (Pl) ranging from 27 to 43 and are classified as SC, CL and CH by the USCS. The various clay soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.5 to over 4.5 tsf. A pocket penetrometer value of 0.75 in Boring Report No. 110-18-102 (Revised) CMJ ENCINEHAING, INC. 5 B-10 reflects more granular materials. Tested unit weight values varied from 99 to 116 pcf and unconfined compressive strength values were 3,080 to 7,710 psf. Tan limestone is present within the clays at a depth of 3 feet in Boring B-8 with a thickness of 3% feet. The tan limestone contains clay seams and layers and is generally moderately hard (rock basis), with a Texas Cone Penetrometer (THD) test value of 21/ inches of penetration per 100 blows.. Reddish brown, light reddish brown, and gray sand is present below a depth of 5 feet in Borings B- 9 and B-10. The sands are noted to occur lightly cemented below 8 feet in Boring B-9 and are considered medium dense to very dense, with Standard Penetration (N) values of 23 to 45 blows per foot to 4 inches of penetration for 50 hammer blows. Borings B-9 and B-10 were terminated within the sand while Borings B-6 through B-8, B-11 and B-12 were terminated within the various clays at a depth of 10 feet. Pavement Cores In addition to the above exploration borings, pavement cores C-1 through C-5 were conducted at approximate locations as depicted on Plates AAA — A.1c, Plan of Borings in order to obtain additional existing pavement structure information. The results of pavement cores C-1 through C-5 are tabulated below. Table 3.1-1 - Pavement Cores Core Number Existing Pavement Structure C-1 9 inches — Gravel, Asphalt Base, w/ clay_ C-2 10 inches — Gravel, Asphalt Base, w/ clay C-3 6Y inches — Concrete C-4 7 inches —Asphalt C-5 4Y2 inches —Asphalt 3.2 Ground Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was not encountered during drilling in the borings and all borings were dry at completion. Report No.110-18-102 (Revised) 0 CMJ ENGINEERING, INC. Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground -water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 PAVEMENTS 4.1 General Pavement Considerations Pavement performance is impacted by many factors far beyond what is normally included in engineering analysis. Wherein pavement assessment and design includes establishing appropriate engineering parameters, other factors such as proper drainage, location of trees adjacent to paving, and water conditions in areas adjacent to pavements all impact performance. In addition, the activity of the soil below the pavement can cause differential expansive soil conditions under the pavement over time. In areas where surface water is allowed to pond adjacent to pavement edges or accumulates in depressed or rutted pavements where distress cracks are present, an increase in subgrade soil moisture inevitably occurs, with resulting loss of pavement subgrade support. This condition is undesirable with regard to pavement performance. 4.2 Pavement Subgrade Preparation 4.2.1 Sub rade Selection and General Discussion Several options exist for preparing the subgrade for the new pavement surfacing. Plastic clay subgrade materials are normally best stabilized using lime; which is recommended for the total reconstruction of Alta View Street. In lieu of total replacement and haul -off of existing pavement materials along Kimbo Road and McComas Road, the existing asphaltic surfacing with underlying gravel base and clay materials can be pulva-mixed, cement treated, and utilized as the subgrade for the new pavement (Full -depth Reclamation or FDR). If this is the case, utilization of Portland cement to stabilize this pulva-mixed material would be recommended. If present grades remain along Great Southwest Parkway, anticipated subgrade materials consist of a mixture of limestone gravel, asphalt fragments, and clays with thicknesses ranging from 6 to 10 inches which would be amenable to the FDR subgrade preparation method. If grades are lowered on the order of 6 to 10 inches below present grades, anticipated subgrade materials are anticipated to consist of clays of high plasticity and lime stabilization would be more appropriate. Report No. 110-18-102 (Revised) CMj ENGINEERING, INC. 7 On -site soils are plastic to highly plastic and subject to expansive movement with soil wetting and drying. Estimates of expansive movement potential range from 'I to 4% inches depending on the plasticity and thickness of clays present. Movements in excess of this estimate can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 4.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples were less than 750 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended at this time. Additional subgrade soil testing is recommended during construction to check for any soluble sulfate levels in excess of 1,000 ppm. The single treatment is described in Section 4.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 4.4 Pavement Subgrade Preparation Using Lime Treatment The plastic to highly plastic clays are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support the overlying paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 8 Prior to lime stabilization or compaction, the subgrade should be proofrolled with heavy pneumatic equipment, minimum 25 tons. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in the Earthwork section. The stabilized subgrade should be scarified to a minimum depth of 6 (or 8 inches as discussed below) inches and uniformly compacted to a minimum of 95 percent of ASTM D 698, to minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. It is recommended a minimum of 8 percent hydrated lime be used to modify the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per square yard for a 6-inch depth or 48 pounds per square yard for an 8-inch depth, based on a dry unit weight of 100 pcf. The appropriate thickness depends on the roadway section corresponding to the appropriate facility classification as tabulated in the next report section. The hydrated lime should be thoroughly mixed and blended with the upper 6 (or 8) inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and lime should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. Report No. 110-18-102 (Revised) CMf ENGINEFR[NG, INC. 9 4,5 Pulva-Mixed Pavement Preparation Using Portland Cement (Full -Depth Reclamation) Where final grades allow pulva-mixing of the existing pavement as the sub base to the pavement, consideration may be given to pulva-mixing these materials with Portland cement to construct a full -depth reclaimed base pavement system with a minimum thickness of 6 or 8 inches, depending on the roadway section corresponding to the appropriate facility classification as tabulated in the next report section. We recommend that the FDR extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Construction of cement treated and pulva-mix asphalt/subgrade material should follow Item 275 of Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets, and Bridges, 2014 Edition or equivalent. It is recommended 4 percent Portland cement be used to treat the pulva-mix asphalt/base material. The estimated amount of cement required to stabilize the subgrade should be on the order of 22 pounds per square yard for a 6-inch depth or 29 pounds per square yard for an 8-inch depth, based on an estimated dry unit weight of 120 pcf for the pulva-mixture. The cement should be thoroughly mixed and blended with the upper 6 (or 8) inches of the pulva-mixed subgrade (TxDOT Items 275). The Portland cement should meet the requirements of Item 275 in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Before processing begins, the area to be processed should be graded and shaped to lines and grades as shown on the plans. During this process, any unsuitable soil or material shall be removed and replaced with acceptable material. Any manholes, valve covers, or other buried structures should be protected from damage prior to processing. The subgrade should be firm and able to support, without yielding or subsequent settlement, the construction equipment and the compaction of the FDR material. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The processed materials should be uniformly compacted to a minimum of 98 percent of ASTM Standard Test Method for Moisture -Density Relations of Soil -Cement Mixtures (ASTM D 558), to minus 3 to plus 1 percentage points of the optimum moisture content determined by that test. The operation of cement application, mixing, spreading, compacting, and finishing shall be continuous and completed within 2 hours from the start of mixing. Any processed material that has not been Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 10 compacted and finished shall not be left undisturbed for longer than 30 minutes. Smaller sections should be completed at one time, rather than overly long sections. After completion of final finishing, the surface should be cured by application of a bituminous or other approved sealing membrane, or by being kept continuously moist for a period of 7 days with a water spray that will not erode the surface of the FDR base. If curing material is used, it should be applied as soon as possible, but not later than 24 hours after completing finishing operations. The surface should be kept continuously moist prior to application of curing material. The Texas Transportation Institute has performed studies to reduce "block cracks" common to cement -treated base materials. Microcracking is the application of several vibratory roller passes to a cement -treated base after a short curing stage, typically after one to three days, to create a fine network of cracks. Microcracking is one technique to help reduce the risk of shrinkage cracks forming in the cement -treated base and thereby reducing the risk of reflective cracking upward through the asphalt surface. The goal of microcracking is to form a network of fine cracks and prevent the wider, more severe cracks from forming. Proper moisture control during cement placement/mixing and curing are also key factors to reducing shrinkage cracking. In addition, the Texas Transportation Institute has conducted studies with placement of a single layer of geogrid reinforcement also to prevent reflective cracking with good results. Incorporation of a geogrid crack relief layer (Tensar TriAx Tx140 or equivalent) above the FDR section and below the new pavement section is recommended. Completed portions of FDR base can be opened immediately to low -speed local traffic and to construction equipment, provided the curing material or moist curing operations are not impaired, and provided the FDR base is sufficiently stable to withstand marring or permanent deformation. The section can be opened up to all traffic after the FDR base has received a curing compound or subsequent surface and is sufficiently stable to withstand marring or permanent deformation. If continuous moist curing is employed in lieu of a curing compound or subsequent surfacing within 7 days, the FDR base can be opened to all traffic after the 7-day moist curing period, provided the FDR base has hardened sufficiently to prevent marring or permanent deformation. Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 11 Subsequent pavement layers can be placed any time after finishing, as long as the FDR is sufficiently stable to support the required construction equipment without marring or permanent distortion of the surface. 4.6 Pavement Sections Pavement analyses were performed using methods outlined in the AASHTO Guide for Desi n of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadways. SubgradeSoils..................................................................Clay Design Life.........................................................................26 to 30 years Initial Serviceability............................................................4.5 Terminal Serviceability......................................................2.25 Reliability...........................................................................85% to 90% Overall Deviation (rigid).....................................................0.39 Overall Deviation (flexible)................................................0.45 Load Transfer Coefficient..................................................3.0 Drainage Coefficient.........................................................1.0 Design CBR (raw subgrade).............................................3 Stabilized Subgrade Design CBR.....................................20 Lossof Support.................................................................0 Concrete Modulus of Elasticity..........................................4,000,000 psi Concrete Modulus of Rupture...........................................620 psi The following rigid and flexible pavement sections are provided for Residential -Urban (high volume) and Industrial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plates B.1 through B.3. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC, 12 Location Table 4.6-1 Pavement Thickness (Pavement Section Summary Street Classification Growth Factor Design ESAL Thickness (in.) Material Portland Cement Great 9.5 Concrete Southwest Par{Rigid) Lime Stabilized Industrial 2.00% 8,113,616 8 Subgrade, Flexible Base or Pulva-Mixed Subgrade Alta View Portland Cement Street, Kimbo 6.5 Concrete Residential- Road and Lime Stabilized Subgrade Urban 0 50% 929,570 McComas Road 6 or Flexible Base (Rigid) 2 Hot -Mix Asphalt, Type D Kimbo Road and McComas 6.5 Hot -Mix Asphalt, Type B Residential- Road Urban 0.50% 929,570 Lime Stabilized Subgrade (Flexible) 6 or Pulva-Mixed Subgrade Flexible pavement sections are particularly susceptible to edge distress as edge support deteriorates overtime. Therefore, care must be taken to provide and maintain proper edge support. The above sections are based on traffic .estimates as provided in the referenced City of Fort Worth design manual and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic pavement maintenance should be anticipated. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 4.7 Pavement Material Requirements Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Specific construction recommendations for pavements are given below. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. Report No. 11 U-18-1 D2 (Revised) CMJ ENGINEERING, INC. 13 The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansionlcontraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 4 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 9.5-inch thick pavements and No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 6.5-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base -- Item 247, Type A, Grade 1, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. Cement Stabilized Subgrade (FDR): Cement treatment for base course (road mix) - Item 275, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. 4.8 General Pavement Construction and Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 43/ inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the Report No. 1104 8-102 (Revised) CMJ ENGINEERING, INC. 14 pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 6.0 EARTHWORK 5.1 Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 5.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfili zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in site grading. imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Report No. 110-18-102 (Revised) 15 CMJ ENGINEERING, INC. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 5.3 Trench, Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 44 to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 5.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 5.4 Excavation Based on the exploration borings, major excavations will encounter intact limestone units in select locations. These limestones are generally moderately hard to very hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along weathered seams or jointed seams beyond the planned excavation. Report No. 110-18-102 (Revised) M CM7 ENGINEERING, INC. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.5 A►cceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 5.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. Report No. 110-18-102 (Revised) 17 CMJ ENGINEERING, INC. 5.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 18 materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our 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 Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 19 our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CM,! Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Baird, Hampton & Brown for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 110-18-102 (Revised) 20 CMJ ENGINEERING, INC. t� z 0 z cG w z 0 z w i ! LA TE A.'A M�-Ll -"". IL *' A 11 Major Divisions Sym. Typical Names Laboratory Classification Criteria iu Well -graded gravels, gravel- 2 Deo (D30)1 GW sand mixtures, little QC no Ce ngreater than 4: Cc- between 1 and 3 fines N D90 Dta x D60 An 0c m U o m Poorly graded gravels, gravel to N @ GP sand mixtures, little or no U) rn co Not meeting all gradation requirements for GW �+ u, 0 > t=� 7 fines 12 CC � N 8 S d Liquid and Plastic limits 0 6 Silt ravels, gravel -sand -silt N c? Liquid and plastic limits v e ° Y g v, below "A" line or P.I. C 'm .. GM mixtures ay plotting in hatched zone z } ; �' greater than 4 m = m between 4 and 7 are M ° borderline cases v, �' `� Liquid and Plastic limits -Z ° Clayey gravels, gravel -sand- N „ „ requiring use of dual r°n L o CL GC c o m above A line with P.I. symbols $ Q clay mixtures, z Y a : greater than 7 y u 2 m m D (D30)2 m c Well -graded sands, gravelly 60 N y SW � E C„= ---- greater than 6: Cc= ---------- between 1 and 3 ro r w sands, little or no fines Die DIE, x D60 C) 0)o N 49 C C ° o ° v a) Poorly graded sands; Ca ' 5P gravelly sands, little or no c Not meeting all gradation requirements for SW '= J t4 N fines � +- a CL C a '° '.4y in � 8 cn ° � a`s Liquid and Plastic limits o C c SM Silty sands, sand -silt mixtures C: N below "A" line or P.I. less Liquid and plastic limits w CLa o than 4 plotting between 4 and 7 a a r- �0 - Lo are borderline cases -a � i" C �' Liquid and Plastic limits requiring use of dual T Clayey sands, sand -clay y a w „ „ S mbols 0 (0(D above A line with P.I. CL SC mixtures � greater than 7 Inorganic silts and very fine sands, rack flour, silty or MILsands, fine sands, or clayey silts with slight plasticity ,n Inorganic clays of low to n u medium plasticity, gravelly CL clays, sandy clays, silty clays, 6 c N = = and lean clays ai cn c Z Cr Organic silts and organic silty a 5 OL Clays of low plasticity y a 3 Inorganic silts, micaceous or ' LO MH diatomaceous fine sandy or W silty soils, elastic silts 'b y `w 2 o 2 Inorganic clays of high CH plasticity, fat clays 1 je �v 0 0 0 CH m� OH ai d MH CL ML a d OL a) tr OM Organic clays of medium to 0 10 20 30 40 so 60 70 80 90 100 high plasticity, organic silts Liquid Limit c1 Peat and other highly organic Plasticity Chart O o Pt soils UNIVIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL. OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE 0 em SAND ! • • SANDY SHALE 000 SILT I fl SILTY SANDSTONE CLAYEY HIGHLY PLASTIC CLAY i CONGLOMERATE Shelby Tube i, Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL. Fine Grained Soils (More than 50% Passing No. 200 sieve) Descriptive Item Penetrometer Reading, (tsfll Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 $lave) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented sound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil �ilrY T® CLASSIFICATION AND SYMBOLS PLATE A.3 !-'A AT narr•_MMUPn v n rr _ Project No. Boring No. Project 2018 Bond Street Reconstruction, Contract 1 1•�1 110-18-102 B-1 Fort Worth, Texas Location Water Observations See Plate A. r Dry during drilling; dky at completion Completion Completion Depth 1().0, Date 5-30-18 Surface Elevation Type Simco, wl CFA pipll Y Description E:1tratum Description \ Stratum U : 0 Q E rn bl p0� e � � Q �I.CL mn o CP N C \ a' U'E N+{+ aE mE am �� a.�c>a mM 7 � � � f/j 00 c c iL �rA c 10 1 � U E 3 000 GRAVEL ASPHALT RASE 10 Inches thick, wl clay (FILL) 3.0 59 23 36 38 86 5 3.25 4.5+ 4.5* CLAY, dark gray and dark brown, w! limestone fragments, stiff to very stiff (FILL) 36 84 1680 26 CLAY dark brown, wl occasional limestone fragments, very stiff to hard (possible fill) 28 CLAY 1 SrLTY CLAY, brown and dark gray, wl calcareous nodules and occasional limestone fragments and fractured limestone seams, very stiff to hard 4.5 64 18 46 20 4.5 21 10 — I LOG OF BORING NO. U-1 PLATE A.4 r'tiw /rs __ __ Project No. 990-irk-102 Boring No. Bb2 Project 20115 Bond Street Reconstruction, Contract 1 L.tVlj aiNUn+eanauN� uN�.. Fort Worth, Texas Location Water Observations See Plate AA Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 5_30a90 Surface Elevation Type Slmco, wl Ci=A Stratum Description LL A 0 ID a o ;� � � iLGI 0.H O N �° acn � � Y � r „� Eo � � '� x IL S y�� � V! 0o 20 O U cy a �- W � SEA o Z)cio. GRAVEL, ASPHALT BASE. 10 inches thick, wl clay 5 (FILL) 2.25 73 57 19 38 26 97 CLAY, dark brown, light brown and occasional gray and reddish brown, wl limestone gravel, stiff to very stiff (FILL) 4.0 30 3.26 26 2.5 26 2.25 29 1 CLAY! SILTY CLAY, brown and dark gray, wl calcareous nodules and limestone fragments, very Stiff 4 25 99 LOG OF BORING NO. S-2 PLATE A.6 f—A4Y rznrrmrFa►znvr. mr Project No. 110-18402 Boring No. 13-3 Project 2018 Bond Street Reconstruction, Contract 1 Fort worth, Texas Location See plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 10.0'1 Completion Cate 5.30.1 a C CL 'Q E a E Surface Elevation Type Bimco, wl CFA W o 5 � �ar�? to I? O N o z and r.LGo �E �� �g8 ii-1 IL p;'3 2 c D� r3 c� o_ goo' :30Q Stratum Description 5 1a--------- GRAVE:rL. ASPHALT BASE. 8 inches thick, wl clay (FILL) 3.25 35 4.5+ 70 62 20 42 25 95 CLAY, dark brown and brown, wl limestone pebbles, very stiff to hard 3.25 25 89 1680 4.5+ 31 4.25 27 LIMESTONE, tan, fractured SILTY to CLAY, light brown, w/ calcareous nodules, very stiff hard -tan limestone at 10' — — — — — — — — — — — — — — — — — — 4.0 39 14 26 14 113 4.5+ 20 LOG OF BORING NO. B-3 KATE A.6 ,-M ST . t Prcject No. Boring No. Project 2018 Bond Street Reconstruction, Contract 1 ".iV1J 110�18.10� Fort Worth, Texas Location Water Observations See date A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 6.30-18 Surface Elevation Type Simco, wl CFA 7i O N Q OC 0 N O o "ice e LL Cr y, 0 Stratum Description . '� � � z �_ _ ? Q �A Vi � � QA. o � C� 7a3 N OS 'tY C O y :C N [�] (+� y (n CQt.I. ip N to E O 20 C Z c o g :30 GRAVEL. ASPHALT BASS. 8 inches thick, wl clay 4.5+ 20 4.5+ 71 22 49 13 108 {FILL_) CLAY, brown, wl limestone gravel, hard 10010.511 LIMESTQNtz, tan, w/ occasional clay seams, hard to very hard 0010.75' 5 00/0.26 0011.0 q-------------_...----------- 0 i S a 9 7 7 r L Y 3 LOG OF BOILING NO. B� PLATE �'� J Project No. Boring No. 110-18-102 B-6 location See Plate A.1 Completion Completion Depth 1oz Date 5-30_18 Surface Nevation 5 Project 2018 Bond Street Deconstruction, Contract 9 Fort Worth, Texas Water observations Dry during drilling; dry at completion Type w/ CFA Stratum Description limestone seams, stiff to hard E, tan, wl occasional clay seams, very CMJ atsczrrs$Mc 1Nc. - `v5 o a� is a d b C VJ 4Y E 16 E O 0 G� C C O OS M a. 1- (L Ci .] � ELF FL— 2 8 D O M U 0- LOG OF BORING NO. B-5 PLATE A.8 I Project No. I Boring No. 110-18-102 B-s Location See Plate A.1 Completion Completion pepth 10.0, pate 6-30-18 t E Project 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Water Observations Dry during drilling; dry at completion w/ CFA Stratum Description 6.5 inches MICK sown and brown, wl limestone very stiff (FILL) gown, wi calcareous nodules a )ebbles, very stiff to hard f CLAY, light brown to brawn, i nodules and Iron seams, herd LY, tan and gray, tiara_ _ — _ _ r _ CMJ ENGINEERING ING � O` D N L�=OG6 rn Or t6 E lC A O O IW- (L � � EL a � U 4.5+ ao a LL PLATE AS o LOG OF BORING NO. Bns !'"A &T TzmmmruRnvr_ o rr - Project No. 110-18-102 Boring No. Bo7 Project 2018 Bond Street Reconstruction, Contract 1 Forrt Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; drat at completion Completion Depth 1oxi Completion Date 5-30-78 ,} U. n p Surface Elevation Type Simco, Wi CFA U {� IL 000 NU rO0.12 o N �_ �;ziz Y IG CL � QE Z=i U p (6 •� ELJ _� 'V 0.5 Z� G O o 2U 0,0 y G D� c ` M V 1= G O Q Z)U(L Stratum Description 5 1 .•d. ` CONCRETE, 5.5 inches thick 2•5 SILTY C Y, brown, w/ limestone fragments, stiff (FILL) 4.5+ 43 13 30108 A17 4,5+ SILTYCLAY, brown to light brown, w/ limestone pebbles and calcareous nodules, very stiff to hard 4.0 18 113 5800 4.6 16 $MALY CLAY, brown and gray, w/ limestone seams, very stiff to hard — — — — — — — — — — — — — — — — — — — — — — — 3.5 23 4.5+ 20 -- LOG OF BORING NO. B-7 PLATE A.` 0 Project No. BoringNo. 110-18-102 B-0 Project lvi� �`�V1Y6n�u�� uY` 1 �015 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Location See Plate AM Water Observations Dry during drilling; dry at completion Completion Depth 10.0' I Completion Date 5-30-18 ILL N Surface Elevation Type Simco, w/ CFA LUIJ a Ci a: D.'C- it M a u_fff N� md1= 0 Z N l4� 0.cn RE -i_J :"J f_y0£ a.S :wy X SOSO a. c o N 20 d V CA M.1 Q -p C Cpp 7C]a, Stratum Description g ASPHALT, 4.5 inches thick GRAMgL BASE. 7 inches thick, w/ clay 4.5+ 45 14 31 14 113 SILTY CLAY, brown, wl limestone fragments and calcareous nodules, hard 4.5+ 14 LIMESTONE, tan, w/ clay seams and layers, moderately hard 100/2 5" SHALY CLAY, light brown, reddish brown, and gray, w/ Iron seams and limestone fragments, haul 4.5+ 1 1$ 4.5+ 19 LOG OF BORING NO. Bn8 PLATE A.1 I ,f—x AFT „ Project No. Boring No. Project 2018 Bond Street Recons..truction, Contract I<.iVl 110-18-102 B-9 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.01 Date 6-30-18 Surface Elevation Type Simco, wl CFA n12 Stratum Descriptiogp U O W [7 sx a ca `' E p C O o � N ar I._ aE= iane.P av) _J� o m90 0o c�Eo a� a c Ica �� Mcia PHALT, 4 inches thick GRAVEL BASE 8 inches thick, wl clay 4.5+ 44 44 17 27 16 114 SILTY CLAY, reddish brown, w/ fractured limestone 4.5+ 14 116 7710 g seams, hard SANDY SILTY CLAY, reddish brown and tan, stiff to hard SAHb, reddish brown and right reddish brown, dense 4.5+ 14 2.5 13 33 13 -lightly cemented, very dense below 8' 50/4" LOG OF BORING NO. Bag PLATE A.1 Z / x KT Project No. Boring No. b1VVllV136AlIVV 1lV 4. Project 2018 Bond Street Reconstruction, Contract 1 %—lYI, 110-18-102 B-10 Port Worth, Texas Location Water Observations Bee Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 8-30.1 a Surface Elevation Type Bimco, w/ CPA Stratum DeBCI°p1®n E E CO L o o� �V LC U) M o C N 2 C' to ag .E 2 ligG- 6P C COO ASPhIAL , 3 inches thick GRAVEL BASE. 8 inches thick, wl clay 4,5+ 431 45 15 30 16 108 5 SANDY SILTY CLAY 1 SILTY SANDY CLAY, light reddish brown, reddish brown, and gray, wl occasional ironstone nodules and iron stains, very stiff to hard 4,5+ 15 4.0 12 116 39BO 0.75 11 SILTY CLAYEY SAND, tan, wl iron seems SAND, light reddish brown and gray, medium dense 23 12 12 to dense 45 LOG OF BORING NO. B-i 0 PLATE A.13 loll NY .. Project No. Boring No. Project 2018 Bond Street Reconstruction, Contract 1 ��vL1 ........ �,...... 110-18-102 B-11 Fort Worth, Texas Location Water Observations See date A.1 Dry during drilling, dry at completion Completion Completion Depth 10.01 1 Date 5.30.18 Surface Elevation Type Simco, w/ CFA &L M —r Strratum Description - 6 e � a (] PLC a� � 0: m G. 1= o � �� g= N� m .c � E .g LL VI �I .I Q. 5 TV NgX V1C �y � a o o c LL {? U- �i=7 e ch o U !2. ASPHALT, 2.5 inches ihtck GRAVEL 8ASE, 9 inches thick, w/ tray 4.5+ 43 59 21 38 25 i 101 5 SILTY SANDY CLAY, dark brown, reddish brown, and light brown, very stiff to hard -wl gravel above 2' CLAY / StLTY_CLAY, light brown, reddish brown, and gray, w/ calcareous deposits, and occasion at 4.0 4.25 3.25 59 16 19 17 43 18 110 Ironstone nodules, stiff to very stiff 22 2.75 3.0 23 L,OG OF BORING NO. B-11 PLATE AA4 I Project No. 1 110-18-902 Boring No. 9 B-12 Project %. IVJU MINUU MMUNLI urn.. J 201� Bond street �eCpRStruCtlon� Contract 1 Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 10.0. Completion 1 Date 5-30.18 13 .0 �' Q 16 Surface Elevation Type Simco, wl CFA o_ U �} ,� 01 81U lt.. OC1dN- a N Z p .N 1tCOL0 o 7 ,.,�: .3M �, r7 ..r R�..�".1 r7 {X d � rJ e> N C �(] � U U i3 ,py = J LL dGas p QD f7 Ir DULL Stratum Description 5 1 Aa§eHALJ, 2 Inches thick 3.75 S CLAY, dark brown, wl asphalt fragments and pebbles, very stiff (FILL) 2.5 64 55 17 38 22 100 2.5 18 110 3080 CLAY I SILTY CLAY, brown, w! ironstone nodules and occasional limestone gravel, stiff to very stiff -w/ light brown, T to 5' -w/ reddish brown below 5' 3.0 18 3 75 18 3.25 23 SILTY SHALY CLAY, reddish brown, brown, and gray, w/ limestone fragments, hard i 4.5+ 23 LOG OF BORING NO. 13-12 PLATE A.15 FREE SWELL TEST RESULTS Project: 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Project No.: 110-18-102 AVOrtTi�1: - serval, B -- 3 7-8 Silty Clay 39 14 25 14.0 19.3 U B -- 6 7-8 Clay 57 22 35 12.9 26.2 6.5 B — 7 1-2 Silty Clay 43 13 30 15.3- 20.9 3.9 B--11 4-5 Clay 59 16 43 17.9 21.6 1.8 Free swell test performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.I S LIME SERIES TEST RESULTS Project: 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Project No.: 110-18-102 Boring No.: B - 3 Depth. 8" to 2' Material: Clay Percent Lime pH 0 7.93 2 12.07 4 12.37 6 12.43 8 12.45 10 12.46 Boring No.: B - 6 Depth: V to 2' Material: Clay Percent Lime pH 0 8.27 2 12.18 4 12.38 6 12.43 8 12.46 10 12.47 CMJ ENGINEERING, INC. PLATE A.17 LIMP RPRIES TEST RESULTS continu801 Project: 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Project No.: 110-1 8-102 PLATE A.'t 8 CMJ ENGINEERING, INC. SOLUBLE SULFATE TEST RESULT.S project: 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Project No.: 110-18-102 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE ,IA.19 VNI SPAS Pavement Thickness Design According to 1993 AASHT® Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency. City of Fort Worth Company, Baird Hampton and Brown Contractor: CMJ Engineering Project Description: Great Southwest Parkway Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 9.40 inches Load Transfer, J 3,00 Design ESALs 8,113,616.00 Mod. Subgrade Reaction, k 230 psilin Reliability 90.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4.50 Modulus of Rupture 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction _(k_value Determination Resilient Modulus of the Subgrade 4,118 psi Resilient Modulus of the Subbase 15,089 psi Subbase Thickness 8.00 inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 230.20 psi/in PLATE 13.1 6/15/2018 12:00:61 PM Engineer: JPS 'In PAS Pavement Thickness Design According to 1993 AASHT® Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: City of Fort Worth Company: Baird Hampton and Brown Contractor: CMJ Engineering Project Description: Alta View, Kimbo, and McComas Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 6,19 Inches Load Transfer, J 3.00 Design ESALs 929,570.00 Mod. Subgrade Reaction, k 217 psilin Reliability 85.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4,50 Modulus of Rupture 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction (k-value)_Determination Resilient Modulus of the Subgrade 4,118 psi Resilient Modulus of the Subbase 15,089 psi Subbase Thickness 6.00 Inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 216.80 psi/in PLATE B.2 7/11/2018 9:02:48 AM Engineer: JPS Win PAS Pavement Thickness Design According to 1993 AAS41T® Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Agency: City of Fort Worth Company: Baird Hampton and Brown Contractor. CMJ Engineering Project Description: Kimbo and McComas Location; Fort Worth, Texas Flexible Pavement Design/Evaluation Structural Number 3.97 Soil Resilient Modulus 4.118.20 psi Design ESALs 929,570.00 Initial Serviceability 4.50 Reliability 85.09 percent Terminal Serviceability 2.50 Overall Deviation 0.45 Layer Thickness Determination Layer Material Layer Coefficient Drainage Coefficient Layer Thickness Layer SN HMAC Ty D 0.44 1.00 2.00 0.88 HMAC Ty B 0.41 1.00 6.50 2.67 LSS 0.08 1.00 6.00 0.48 -- - E SN 4.03 PLATE B.3 7I912018 8:53:42 AM Engineer: JPS GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FOOT WORITI 201 �L frond — S1rcc1 RcvDnwwt1nz; C rmtrtict I. and STANDARD OONSTR1JCIM 1 SP CfECATION ]7i7f'ljMEN" Warr & Srtvrr Rvpluc=eiQ Dwlme-t 2018 W3M•Fi RCYisad 7u1}' I, Iffl I Prbje+cr Nm 113T 119 oa smoo�m v oa oeWlx 'mm i is2mHlnos yiNo e - wsrn -x 15 M31A V1lV V 0S SVWOO-W 'GN OHININ 'AMNd 153MHln0s 1V3NO :I lOV8J-NOO MDllOn J1SN003N€ L33815 `ONOe BIOZ w tr C, wz �� a �o � ry u a m cu o� OCr 00 `� Z co g aaaa m€ CE o x g- xC-)o0 QQ+g • ,— bds �W17H3f y o f '�L �W Elm Y _ f -'r�_.f�il - ti J y.' rc � p I'll ¢ao'oi na z-'moo _ xnc�zxa ��az ! 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All rogUirements and regulations stated In the CJty's current Skisirless Diversity Enterprise Ord Inanro applies to this bid. T}te f�ity"s13E goal u�1 lhJsfojaot I 1 MBE PROJECT GOALS °/4, dF tine base bid Va I aef 6f 111e rrwIvar:I Now If both V6L imLd SBE Subctntracting gos€s a i a esteblishe(I for tbIr3 project. risen aro 01fc+1'0r mu51 submit both a .MIBE V.TJ I Lzat-lon Farm and a. S13E U1IIfzation Fortn Lo try deepi)Qd respan,3iva. COMPLIANCE TO BID SPECIFICATIONS On City contracts W,000 or more where a MBE subcontracting goal is applied, Offerors are roqulred to comply with I h a intent a# the. City's 6 Ljsjaa,ss Divi n,m ty Enterprise Ordinance by oiia rif thle 101116wing, 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the alcove stated MSE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or: 4. Prime Waiver documentation. 'SUBMITTAL OF REQUIRED DOCUMENTATION The -applicable documents must be raceNed by Oh a Purchasirtg Olvlslon. wlthln the following times allocated, In ardw -for the entire bid to be considered responsiva. to. the specliir,4ons. `rhe Oftorfr sli�II r1�Gvgr the WE ctortirripmarot;ri in pof son to the appropriate employes of the purchosing dIvis€oti Ltwd obtoirl #I <181F))lWoo ri�(;eipt_ 4►sch rar�e113 shall b.� evldei}�e uiat t17e Cjtv recowu ih� do)N)rFienir k)n in the lime A faked andfor a nailed copy will nut bo accvp d. 1. Subcontractor Utllizatiop Form, If goal is received no Ja€er Phan 2,00 p_m., on the second Clty busJlness-dey met or exceeded: after the blot o eninq date, exclusive of the.Wd o nl� date_ 2. Cryood Faith Eft'art and Subcontractor received no later than 2,00 p_rn., on Me second City business.day Utilization Form, if participailon is less than after the bid oponing crate, exCljxslve of the bid apenIng date.. stated oat; 3. Godd Faith Effort and Subcontractor received no Later than 2.00 p.m., on the secant! City business day UtillzaUon Form, if no NISE partici atlon. sfter the bld npening date, exclusive of the bici opening date. 4, Prime Contractor Walvor Form, If your will received no later than 2.00 p-m., on the second City buslness day per crm all subconttautin supplIer Wnrk; after tho bid opening date, exc'Iuslve of rile bid o enln date_ feceived no later than 2:00 p.rn., on the second Clay business day 5. Joint Venture Form. Jf goal Is met of exceeded; alter the bid o e ning mate, exfIusIV0 of the b€d r+N_+1Jr3 date_ FAILURE TO COMPLY WITH THIS CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE IBID BEFNG CONSW ERM NON TO SP EC I FICAT ION& FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATfON WILL RESULT IN THE BID BEING C014SIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PIE RIOD OF ONE YEAR, THRErz I"AILUIRES IN A FIVE YEAR PER 10D WILT_ RESULT IN A DISQUALIFICATION PERIOD OFTHREE YEARS*. Any questions, pie use contact the MiWBE Ot#iice at (B17) 212-2574. Rev 2/10113 ATTACHMENT f A Page 1 of 4 FORTWORTH City of Fort forth Minority Business Enterprise NIBS Subcontractors/Sup.-p Hers Utilization Farm OFFEROR COMPANY NAME: Chock applicable black to describe oHera r PROJ£GT A}J0.ME- ri 14 0 hklu: OP F- 810 DATE CiW514 BE PTaject Goal; O'ftoror"s VBE ProjectCdlatrsmn lIme! PROJECT NUMBF-K j q }4 IdeJntify all subcontractors/sup p I le rs you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchastng Division no later than 2:00 p.m. on the second C I ty businas$ day after bid opraning, exclusi-ve of bid opening date, will result in the bid being considered non- responsiva to bid speciflcatiGns. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utiliza#on schedule, conditioned upon execution of a contract with the City of Fort Worth_ The intentional and/or kno ing I' aisrepreseniation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specificaVons. MBEs listed toward meeting the project goal must be located in the utx (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace Js the geographlic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors Must identify by tier level of all subcontractorslsuppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment frorn the prime contractor to a subcontractor is considered 1� tier, a payment by a subcontractor to its supplier is considered "� tier, The prime contractor is responsible to provide proof of payment of all tiered subcontractors identiffed as a f SE and counting those dollars towards meeting the contract committed goal, ALL NIBIEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, loraled within the Marketplace, that have been determined to be a bondatida m1nority business enterprise by the N rlh Central Texas Regional Certification Agency (NCTRCA) or other certIfying agencies that the City may deers appropdgte anal accepted by the City of Fort Worth. If hauling services are utilized. the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may tease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees. and commissions eared by he_MSE as outlined In the lease agrreernertt. Rev, V1WIG FORTWORTH A17ACHMENT 1A OfFeras 4:n� reggjlm-1 to fdari fy &L vubcoMr�iulors{suppHars, f-ugardless of status; Le., Mincrlty and non -MBEs MBE firms are €0 be Ifsled first, use add Itiortaf Sheets If rl�05sary, PIE Faso rota that only caNifled MSEs wail bs counted to meet any MBE goal NCTRCA N SUBCONTRACTOMSUPPLtER ° Company Name T. Dal -all Detail Address I Y� Subcontracting Supplies Doi far Amaun# TelsphonuiFax M Work Purchas$d Email Contact Person e �o MIEM M■M-1 C I❑ Rev. ZlWIS M ATTAQHMENT I Page a¥4 0&mm are m lredtoid Nkfy ALL dcon�emckkPlP+k mpr msy stalu %, I �, MinarRyand no RVB EP. MBEnr-mmJeb be listed 2ea�IA | �\§ A2@B R m n mob r ¥grin dUB UI g&d% m �a MBE E z cA " SUBCONTRACTOPJSUPPLIER ° Companyme T Datall Detail Addruss i V9 SLIommctng SUPPHOS . pi TulephGnelFax I B R IM Wyk Purchased E tall E E Contact ParSori E FEIRM-1 man M� =90-1 ARM Rev. 21100a li'�� � ATTACHMENT 4 Pegsge 4 of Total Dollar Amount of MBE Subcontractors/ulppliers Total Dollar Amount of Pion -MBE SubcontractorstSuppilers $ TOTAIL. DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLEERS The Offeror will not make addlltit)ns, deletions. or substitutions to this cerkf#fed list without the prior approval of the Mlnodty and Women Business Enterprise Office through the submittal of a Request for Approval of harrgelAddition form. Any unjustified change or deletion shall be a rnaterlal breach of contract and may result in debarment in accord with the procedures outlined In the ordinance. The Offeror shall submit a detailed explanation of how the requested changeladdition or deletion will affect tie committed MBE Boal_ 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 regardEng actual work performed by all subcontractors, including MBE(s) and any special arrangements lth MBEs. The Offeror also agrees to allow an audit andfor examination of any books, records apd files held by their company. The Offeror agrees to allow the transmission of Interviews with owners, Principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual Work performed by the MSE(s) on this contract, by an authorized officer or employee of the City, Any Intentional. andfor Ecno ing misrepresentation of facts wall be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for Initiating action under Federal. State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material broach of the contract and may re ul't in a determination of an irresponsible Offeror and debarment from participating in City work for a period of lime not less than one (1) year. Authorlwd Signature inue Company -Name Address aitylS"alp Panted 319nature Contact Narne4T111e (If different) Telephone anWor Fax E-mall Address dale Rov.2JI(Y15 ATTACH MEWr IS Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAMF'. Check applicable black to desatibe prima PROJECT NAME: t�lruJ: EaH�Fr EvC�I r f4lrwr�r�E BID DATE CiWs MOE Project Goal: orlec kr's Mee Projont CommILment; PROJECT NUMBER .% % If both answers to this form are YES. do not born plete ATTACHMENT 1 C (Good Faith Effort Farm). All questions on this form mull be completed and a detall&d expJanatlon proOded, if applicable. If the answer to either question Is NO. then you rnust compie ta ATTACHMENT i C, TN5 fry is only applicable if bath answers a(e yes. Failure to complete tlhls form in its an1irety and he received by the Purchas inq Division no later then 2:00 .m. on the second C Ity business da V after bid ape nin , exclusive of the bid opening d2aW' will result IP1 the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves used on the stza and scope of this pfojecl, this is our normal business praotfca and provide an op erattonaI profile of your business. YES f4O Wili you perform this entire contract without suppliers? If yes, please provide a delapled explanation that proves basod on the size and scope of thkq project, this is your normal buslriess practice and provide an I nventckry praflIe of your businesa, YES NO The Offeror further agrees to provide. directly to the City upon fequest, complete and accurate Irrformatlan rag arding actual work performed by all subcontractors, including MBE{s) on this contract, the paymeni thereof alai any proposed changes to the orJginal I ISE(s) arrangements submitted with this bld. The Offeror also agrees to allow an audit an&or exarrllraatinn of any books, records and files held by their company that wJ11 substanflate the ar.tual work porformad by the IMSE= on this contract. by an authorized officer or employee of tho Il'y. Any intentional anchor knowing rnisrepresentation of facts will W grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and For initiating action under Federal, State or Local laws concerning false statements_ Any failure to comply with this ordinance creates a material breaa:h of contract and may result In a determination of an irresponsible Offerer and barred from participating in City worm for a period of time not less than one year. Aultvorizad Sl9nalure TJUe Cornpany Name Address ntylsiate1ZIP PrltIled Slorseme Canted flame (if differsnl) Phone Number Fax Number Email Addren Dater Roy. V10115 FORT T WORTH OFFEROR COMPANY NAME. CT °fa City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Feral ATTACHMENT 1C Page 1 of 4 Check applicable Wock to describe gffgror BIB 0ATE UMBER (f the offeror did riot meet or excesd the SASE s kibcont raiA in g goal far this project, the Off aror mLiat c0mpIota 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 docurnentation required by the City. Compliance with each item, 'l 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 complste this form, in its entirety with supporting documentation. and received by the Purchasing Division no later than 2.00 p.m, on the second CIty buslnass day after laid opanIng, exclusive of bid oaenina date, will result In the bid beInq considered non-resnonsW We to iaid sDeciflcatlons. 1.) Please list each and every subcontracting an€llor supplier opportunity for the completion of this Project, regardless of whether it is to be provided by a MBE or non -MBE. 100 NOT LIST NAMES OF FIRMS( On all projects, the Offeror midst list each subcontracting and or supplier opportunity regardless of tier. Rai+_ 2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (g) months old from the bid open date) list of MBE subcontractors anchor suppliers from the City's MANSE Office. Yes Date of Listing_ ! f! No 3.) Did you solicit bids from MBE firms, within the subcontracting anti/or Supplier areas previously 11 stiod, at least ten calendar days prior to bid opening by mall, exclusive of the day the bias are opened? Yes (II yUs, aittach N1BE mail IIsting Co Inc Iudc name of firm and address and a dated copy of letter mailed,; No 4.) Did you solicit bids from M8E; firms, within the sutxcontractIng andfor supplier areas prevlously fiisted, at least ten calendar days prior to bid opening by telephoner exclusive of the day the bids are opened? YeS {If yea, attach IIst is Includm name a MBE firm, ouraon contacted, phono number and data and time of coiilanl,) No 5,) Did you solicit bide from MBE firms, within the subcontracting andfor supplier areas previously listed, at least ten calendar days prior to bid apan ing by facsimile (fax), exclusive of the day the laids are opened? Yes Of yam, attach IIct to Include (aama aF MBE firm, fax numbgr and dale and llmo of cantacl_ In addition, if tho fax Es returned 89 undel lv9rable, then that "undeIIVPrdble aonfirmortion" rascelved Tnus1 be printed E*4re tly front the tac5lmlle for ,roper durumenlatlan. Failure to submit confi milslon andfor "undeliverable cariffrmatlnn" doinumantation may rondor tJhEa GFE near-maponsiva_ No 8.} Did you solicit bids frorn NIBE firms, within the subcontracting andfor supplier areas previously listed, at least ten calendar days prior to bid opentrig by email. exclusive of the day the bids are opened? Yes flf yos, atiach small con FJrmatlon to Include name of JIBE Firm" data and f1�. In add.lbim. ill an emall is returned as undellivBrabla, 1hon that "urkdellvorabN3 rung ,sage" ra�oipt must be I}rilltr}rl dlrrrctlq fr*rn the email sys10m for proper docummiLaNan. Fallune to isubmil conFirmatlnn and+or "undalivtrabla message" dncumrtnlallon may rander tho GFE non- Fos pansivaj No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract, The Offeror musk document that either at least two attempts were made using two of the four methods or that at least on successful contact was ma do using ore of the four methods in order to be deemed responsive to the Cool Faith Effor# req u I rern e nt. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opporkunity to be Jn compliance with questions 3 through 6. T.) Did you provide plans and specif ications to potential MBEs? Yes No 8.) Did you provide the Information regardIng the Iocation. of plans and 9pecIficatlon8 In ardsr to assist the MBEs? Yes No Rev. 2110115 ATTACHMENT IC Pago 3 of 4 9.) Did you preparo a quotation for the MBEs to bid on goodsiservices specific to their skill set? Yes {If yes, aliigah all capies of quotations,} o 10g) Was the contact information on any of the listings not valid? Yes (IE yes. attaGtl the 141fDFM8iian thsl was rkat valid in order for the BAM BE Office to address the carrectiar1s rlatrdtrd.} No 11.} S ubmIt docurn onta#ion If M 8 E quotes were r4jetted. The docomantatlon suthmAled shautld be In the farms of an affidavit, Include a datailed oxplanation of why tha MBE was rejected and any supporting documentation tho Offeror wishes to be considered by tho City. In the event of a Mona fide dispute concerning quotes, the Offeror will provida for confidential Ifs -camera access to an Ii)spectioii of any relevant documentation by City personnel. fPfease use addifronal sheafs, if neressaru and atfach_I Company blame Telephone I Contact Person Scope of Work Reason for ReJection (ADDITIONAL INFORMATION: Please provide additional Information you No will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow are audit andlor examination of any books. records and files held by their company that will substantiate the actt.tal work performed on this contract, by an authorized officer or employee of the City, Any intentional andfor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from CIty work for a period of not Jess than three () years and for initiating action hinder Federal, State or Local lauds concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1 ) year. feay. 211oil 5 ATTACHMENT I Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was1were contacted in good faith. It is understood that any MBEs) listed in Attachment IC will be contacted and the reasons for not using there will be verified by the ity's MIWBB Office. Authorized Signature Title Company Name Address Citylstatelzip Printed Signature Contact Name apid Titio {if different] Pham� Number rax Number Email Address € ate Rev_ V-10115 Jolnl Venluta Page i of 3 FORT W "F F! ITC OF FORT WORTH MBE Joint Venture Lli0biiity Form All quisriorm must he arrsmured; rme ' AYA " f f nag appllcuble. Njkwe of City praject: A juLtfl L-riaw le form mmL be cauipLtLted oik each pnl jcclt RFP,'8jd{Purch2sin.g N►imber L.Foinl Venture information: Joint VeNUFre NOM , Joint Venture Address; {ifA��Cti1S Tvkphone: .Facsimile: E-Mail address; Cellular: identify th1~ firms that comprise the jai nT ventunt r faieaso attauh miry sbf?&ffs ffjqdrfitfdnaf space is mquTrbd 16 provide dehoilad expkma€ions al wodv to be performed by each firm comprisrrng the ref uardura MBT IIrm 11mme: flan-!41 BE firm Marne: .DU%EriCSa Andress; 1�u CMLL& AdEtrm-- ClLy, St3fer llp: CIt}'" SU"LL. ZjP: 7claphanr lacwfmilr E -mall TC1C 1kD34t 1-EEcsimile L"cltudar C'tEfulur Cartificatiork Stags: f{mall addm N*mo of CW11),tng Agmy. Z.. Scope of work perfarmed by the .laint Venture: Prs¢rihe the sro a of work of the MHE DeReritre fhe seu o nl'►kn�'Ic 4rl'tbr non_A4BI?, Jolnl Venture Page 2ot3 3. Whaat is the percen(age of M-HE participation tin tbiN jaunt venturd that you wish to be counted toward meeting the project goal? 4. Attach a copy Df the jaunt venture agreement. 5. LIM components of ownaership of joint venture, (IN) oaur romplete a rh4v i {j iu7Jdadua (s denrFbed in joiar wwwre agm pexpt) Profit and loss shooing: Capita; aonlrailsutians, including cquip=nt: Othe,r applicalito a wnership.interesm b. Idenffy by frame, raace, sex and firm those individuaIs (with titles) w hn are responsible fur 1 he day -today management and decision maldng of the joint venture: FiLlaRClal decisions (t�i incILEdc Accnunl Pa);able divLk J{nceiUdJilrl. Management dmisic Fix a. Esfinwtbag b, Markoeing and Sales c. Mring and. Firing -of manageineat personnel d_ Purchasing of rtmjzr rqw-pmrnt T . andlvr supplies Supervision of hotel apera.tlons The C lty's Minority and Women Business Enterprise Office will review your joint Yenture Subrnission and will have final approval of the M 8 E percentage applied toward the gGaI €or the project listed on this form. NOTE - From and after the date of project award, if any of the partlolpants, the individually defined scopes of Wad or the dollar arnountsipercentages change from the udgirialiy approved Information, then the particlparits must inform the CItVs iv1MBF Office imrrladlakly for approval. Any Lmlustlfpe-d change or deletion shall to a material breach of contract and may result in debarment In accord with the procedures outlined In the Ity's BDE Ordinance. Fier. 7110lt5 Joinl Venlure Paoe3oi5 AFFIFDAVIT The midersignod affirms that Lbe fbregoing slatemenIs are true and correct and incln& al materiAI information necessary to id"tify and cxp]oin Ilia tcnns and opermlon o theJ�iw vcntwc. F urt hernnore, tk undersigned -;IlaII agree to provide tia Lbr- joint ventar- the stated snipe of work, decision-rpaldng responsibilities .and pa3milDnis heivin. 'Iln�. pity also reserves the right to request any add itlonal iiufornmion d c;d nrcesaary to determine if the join, venture j� eligible. Faihire to cooperate �indloi'provirle requ6 tad information within the time'specified is graun& for terrEtinatiim of the eligibility-proc:ess. The undersiped agree to pennir audits, interviewr;-with owliersond examination of the books, rcuords and (•jle� of the joint venture by any awhorind representarivea of the City Qf Fort Worth, Failure to. comply with this provision shall result in [lie termination of any contract, wMch may be awarded under the provisions of Ihss joint venIure's uIi9lbitity and niay initiAto action under Ft�de nl, State andlor LocaI laws{ordinances =ceming fal matements or willful migre reswtation of facts, KarmeorldBEma Mo forearn nM8Efirm Prifflo MFM Or Owner PrintedFlarteofovnar 5jgrtx#u-Uaario net SipmluiaofGwnrer Prinica! Nam 41t0mier Maud Nam oMwner siparam of [}vmek Signature & 4wnee Title TIGIc Dnte Data State of -Notarizefinn cutlnty or 01� this day of , 20 , befurc: me appuariA gild to nic personally kmowti and who, being duly sworn, slid execute: the fbrf going affidavit and did Vitale Ihot th y were prup�ly authorized to exfi we thin at'fidavit and did so cis their Free act and deed, Notary Public Pnni NaMe Nolary Public Sigrmturc r+ o Cw.7 Wage Rates THIS PAGE LEFT INTENTIONALLY LANK CITY OF f oRT WORTA 303 A Bumf— Street Rgoba:54t► Dn CdntriM 1. and STAN DAkD CONSTR=CN SP€CTTTCATFONDOCUMFNTS Wntor&SvkvcT ftloccmcnrC'ontmo21)19 WSM4; RtklLzd iLdv 1..2011 Projj d Nv- 11111IF} General Decision Number: TX180035 01/05/2018 TX35 Superseded General Decision Number: TX20170035 State: Texas Construction Type: Highway Counties: Archer, Callahan, Clay, Collin, Dallas, Delta, Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker, Rockwall, Tarrant and Wise Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2018 * SUTX2011-007 08/03/2011 Rates CONCRETE FINISHER (Paving and Structures) ......................$ 14.12 ELECTRICIAN ......................$ 19.80 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 13.16 Structures ..................$ 13.84 LABORER Asphalt Raker ...............$ 12.69 Flagger.....................$ 10.06 Laborer, Common .............$ 10.72 Laborer, Utility ............ $ 12.32 Pipelayer...................$ 13.24 Work Zone Barricade Servicer....................$ 11.68 Fringes POWER EQUIPMENT OPERATOR: Asphalt Distributor ......... $ 15.32 Asphalt Paving Machine ...... $ 13.99 Broom or Sweeper ............ $ 11.74 Concrete Pavement Finishing Machine ........... $ 16.05 Concrete Saw ................$ 14.48 Crane Operator, Lattice Boom 80 Tons or Less ........ $ 17.27 Crane Operator, Lattice Boom over 80 Tons ........... $ 20.52 Crane, Hydraulic 80 Tons or Less .....................$ 18.12 Crawler Tractor .............$ 14.07 Excavator, 50,000 pounds or less .....................$ 17.19 Excavator, over 50,000 pounds ......................$ 16.99 Foundation Drill , Truck Mounted .....................$ 21.07 Foundation Drill, Crawler Mounted .....................$ 17.99 Front End Loader 3 CY or Less ........................$ 13.69 Front End Loader, over 3 CY.$ 14.72 Loader/Backhoe..............$ 15.18 Mechanic ....................$ 17.68 Milling Machine .............$ 14.32 Motor Grader, Fine Grade .... $ 17.19 Motor Grader, Rough ......... $ 16.02 Pavement Marking Machine .... $ 13.63 Reclaimer/Pulverizer........ $ 11.01 Roller, Asphalt .............$ 13.08 Roller, Other ...............$ 11.51 Scraper .....................$ 12.96 Small Slipform Machine ...... $ 15.96 Spreader Box ................$ 14.73 Servicer .........................$ 14.58 Steel Worker (Reinforcing).......$ 16.18 TRUCK DRIVER Lowboy -Float ................$ 16.24 Off Road Hauler .............$ 12.25 Single Axle .................$ 12.31 Single or Tandem Axle Dump Truck .......................$ 12.62 Tandem Axle Tractor with Semi Trailer ................$ 12.86 Transit -Mix .................$ 14.14 WELDER ...........................$ 14.84 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the Ep is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION General Decision Number: TX180036 01/05/2018 TX36 Superseded General Decision Number: TX20170036 State: Texas Construction Type: Heavy Counties: Johnson, Parker and Tarrant Counties in Texas. Heavy Construction Projects (Including Water and Sewer Lines) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2018 * PLUM0146-002 05/01/2016 Rates Fringes PLUMBER/PIPEFITTER...............$ 29.48 8.30 ---------------------------------------------------------------- SUTX1990-041 06/01/1990 Rates Fringes CARPENTER ........................$ 10.40 $3.64 Concrete Finisher ................$ 9.81 ELECTRICIAN ......................$ 13.26 Form Setter ......................$ 7.86 Laborers: Common......................$ 7.25 Utility .....................$ 8.09 PAINTER ..........................$ 10.89 Pipelayer ........................$ 8.43 Power equipment operators: Backhoe.....................$ 11.89 3.30 Bulldozer ...................$ 10.76 Crane .......................$ 13.16 3.30 Front End Loader ............ $ 10.54 Mechanic ....................$ 10.93 Scraper .....................$ 10.00 Reinforcing Steel Setter ......... $ 10.64 TRUCK DRIVER .....................$ 7.34 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (ED) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the ED, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION GIB-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 20E8 E#ond- 5trezt Edo unslmcdon Cowract I. and S'I`AN Ak[} CONSTRZIMI N SPECirIrArION ljoCUMEN-TS Watcr dL 5cwer Rq,laccrnuti C WIract'0I N WSM-6 Rm,i;nd July 1, 2011 PMJCct Nor. 1011 V 9 FORT WORTH CITY OF FORT WORTH WA7 ER DEPARTMENT STANDAIRD PRODUCT LIST Updated: September 59 2018 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7_ Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35 ) / � | ) § / ( � . IL . \ ® ` \ � : ) } § [ 2 < ; 7 . }: 2 k \ } k \ ] m 2 { � � § \ � k � § § , • § § - G e o £ @ m § - \ ar \ r \ r \ r \ r � u a d d d d d d d d d d m $4 �! 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