Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 47192
C0 SiMAW I Iq &O&NA FORTWORTH .I PROJECT MANUAL FOR THE CONSTRUCTION OF Old Decatur and Angle Ave Roundabout City Project No. #02014 Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works January 2015 Freese and Nichols,Inc. Texas Registered Engineering Firm F-2144 FREESE r n?'NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax (817) 735°7491 Web www.freese.com ' 1 FORT WORTH I �T-�� PROJECT MANUAL FOR THE CONSTRUCTION OF Old Decatur and Angle Ave Roundabout City Project No.#02014 Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig,P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works January 2015 Freese and :Nich6ls,Mc. Texas Registered Engineering Firm F-2144 FR ESE 1 4NCLS 4D55 Interhatioral.Plaza,;Suite 200 Fort Worth., TX 76109-48P5 Phone - (817) 735-7300 Foz (817) 735-7491 V4r,eb - www.freesex-orn THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRIS B BOSCO TEXAS NO: 93679 ON 01/14/2015 ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. FO RT WO RT H City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 TABLE OF CONTENTS 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 Offerors 0021 13 Instructions to Offerors 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalification 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 3216 Construction Progress Schedule 01 32 33 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 5713 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 7423 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 99 99 00 Special Specifications CITY OF FORT WORTH Old Decatur Rd and Angle Ave Roundabout COMPETTPVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY 29,2015 000000-2 TABLE OF CONTENTS Page 2 of 4 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: ---------- S S 30Cifi(,,afl0nS Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 03 30 00 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material(CLSM) 0334 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical 26 05 00 Corm-non Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 -Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 36 00 Gabions 31 3700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 1123 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates CITY OF FORT WORTH Old Decatur Rd and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY 29,2015 000000-3 TABLE OF CONTENTS Page 3 of 4 3231 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 32 32 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding,and Sodding 32 93 43 Trees and Shrubs Division 33-Utilities 3301 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television(CCTV)Inspection 3303 10 Bypass Pumping of Existing Sewer Systems - 33 04 10- Joint Bonding and Electrical isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment, and Backfill 3305 12 Water Line Lowering 3305 13 Frame,Cover and Grade Rings 3305 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts,Nuts,and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 11 13 Concrete Pressure Pipe,Bar-Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 1210 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber-Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water Sample Stations 33 1260 Standard Blow-off Valve Assembly 3331 12 Cured in Place Pipe(CIPP) 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 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 CITY OF FORT WORTH Old Decatur Rd and Angle Ave Roundabout COMPETrfVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY 29,2015 000000-4 TABLE OF CONTENTS Page 4 of 4 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 3331 50 Sanitary Sewer Service Connections and Service Line 3331 70 Combination Air Valve for Sanitary Sewer Force Mains 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber(WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene(HDPE)Pipe for Storm Drain 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34-Transportation 3441 10 Traffic Signals 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC�-41.n02 Subsurface and Physical �tConditions . Site GC-6.06.13 Minority and Women Owned Business Enterprise Compliance (G�/ � C�-6.0(7� Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Old Decatur Rd and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 JANUARY 29,2015 M&C Review Page 1 of 3 Official site of the City of Fart Worth,Texas FORTWORTH CITY COUNCTIAGENDA COUNCIL ACTION: Approved on 9/2912015 DATE: 9/29/2015 REFERENCE NO.: C-27500 LOG NAME: 20OLD DECATUR ROAD PHASE I CODE: C TYPE: CONSENT HEARING: NO SUBJECT: Authorize Execution of a Construction Contract with Jackson Construction, Inc., in the Amount of$1,974,380.86 for the Paving, Sidewalks, Street Lights, Landscaping, and Storm Drain Infrastructure Improvements as Part of the Old Decatur Reconstruction Project from Angle Avenue North to IH-820 and Provide for Additional Project Costs for a Total Project Amount of$3,159,380.86 to Include Design, Contingency, Staff Costs and Potential Incentive Award (2014 BOND PROGRAM) (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of a construction contract with Jackson Construction, Inc., in the amount of$1,974,380.86 for the paving, sidewalks, street lights, landscaping, and storm drain improvements as part of the Old Decatur Road Reconstruction Project and authorize a potential incentive payment in the amount of$135,000.00. DISCUSSION: The Old Decatur Road Project will reconstruct Old Decatur Road from IH-820 south to Angle Avenue as identified in the 2014 Bond. As part of this project, improvements will also be made to the intersection of Old Decatur Road and Angle Avenue. This contract is Phase 1 of the roadway reconstruction which includes a roundabout at the intersection at Old Decatur Road and Angle Avenue and storm drain improvements along Old Decatur Road. This project was advertised on January 29, 2015 and February 5, 2015 in the Fort Worth Star-Telegram. Competitive sealed proposals were submitted on February 26, 2015 for the Old Decatur Road reconstruction Phase 1. Jackson Construction, Inc., submitted the highest ranking proposal based upon criteria described in the construction bid documents and summarized as follows: Evaluation Criteria Jackson JLB Builders FAIN and Stabile Winn Bid Amount (0-40) 40 24 20 12 12 Contractor Specified Time To Substantial 15 20 15 15 15 Completion (0-20) Relevant Company Experience (0-10) 5 8 4 5 4 Key Personnel Experience (0-10) 10 9 5 3 8 MBE (0-10) 3 0 0 8 0 Work Plan/Schedule (0-10) 5 10 3 8 8 TOTAL 78 71 47 51 47 As part of the evaluation process, contractors were asked to define the total number of days they thought were needed to substantially complete (open the roadway for full traffic use)the project. This was one of the evaluation criteria and also provided the date for any potential incentives or disincentives. Incentives and disincentives for this project are valued at$3,000.00 per day. There is a maximum incentive amount of$135,000.00 and no limit to any disincentives. The remainder of construction items (sidewalks, landscaping, lighting, etc.)will be completed within 60-days of substantial completion. http://apps . cfwnet.org/council_packet/mc_review.asp?ID=2 . . . 10/6/2015 M&C Review Page 2 of 3 PROJECT BUDGET BUDGET Design Phase Consultant Design and Construction Services $ 500,000.00 City Project Management and Design Coordination $ 55,000.00 Right-of-Way and Easement Acquisition $ 100,000.00 Design Phase Sub-Total $ 655,000.00 Construction Phase Recommended Award $1,974,380.86 Maximum Potential Construction Incentives $ 135,000.00 City Project Management, Inspections, Quality Control/Assurance and $ 160,000.00 Coordination Project Contingencies (10 Percent) $ 235,000.00 Construction Phase Sub-Total $2,504,380.86 Project Totals $3,159,380.86 Proposition 1 of the 2014 Bond Program authorized the City to spend $3,000,000.00 dollars for the Old Decatur Road reconstruction/rehabilitation from IH 820 to Angle Avenue. Of the$3,000,000.00 in arterial funding, only$654,174.38 will be used in this phase. The remainder of the arterial funding will be used in Phase 2 of this project. Intersection funds from the 2014 Bond will be utilized to fund the remainder of Phase 1 project costs. Upon completion of this capital project, there is no anticipated annual operating cost to the Transportation and Public Works (TPW) Department Streets Division within the first five years. The anticipated annual operating impacts to other areas are as follows: Operating Impact �nnual Amount Department/Division I Street LighFS --][$200.0 0/light TPW/Traffc Management Signs __7050.00/sign FWffraffic Management Markings $ 5.50/LF lrpWfTraffic Management Median, Right-of-Way $232.00/mile parks and Community Y Mowing $3,600.00 for RAB Services 1 11 11 1 Inlets $60.00/inlet T Water The PACS Department maintenance impact is expected to begin in April of 2017 and estimated to be $10,864.50 for Park Operations and $500.00 for Trades in FY 2017. Beginning in FY 2018, the operating impact is anticipated to be$21,729.00 for Park Operations and $1,000.00 for Trades annually. After October 1 st, the department will be called "Park and Recreation Department" so if the M&C gets pushed back again that would need to be changed. Monthly for Operations would be $1,810.75 Monthly for Trades would be$83.33 http://apps . cfwnet.org/council_packet/mc_review.asp?ID=2 . . . 10/6/2015 M&C Review Page 3 of 3 Construction is anticipated to start in November 2015 and be substantially completed in March 2016. Contract time for substantial completion is 150 days. This construction contract will be funded through the 2014 Bond Program. Available resources within the General Fund will be used to provide interim financing for these expenses until debt is issued. Once debt associated with this 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. 21241-05-2014). Jackson Construction, Inc., is in compliance with the BDE Ordinance by committing to 14 percent MBE participation and documenting good faith effort. Jackson Construction, Inc. identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not submit the lowest bids. The City's goal on this project is 16 percent. The Project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are included in the Fiscal Year 2015 adopted budget of the 2014 Bond Program per Ordinance No. 21457-09-2014 and funds are available in the General Fund to pay expenses which will be incurred on this contract until reimbursement can occur from the issuance of public securities. Fund FY15 Total Project Pending Remaining Appropriation Allocation Expenditures/Encumbrances Balance 2014 Bond Program-Old $2,000,000.00 $3,000,000.00 $ 654,174.38 $2,345,825.62 Decatur Rd 2014 Bond Program- $4,000,000.00 $9,000,000.00 $3,194,689.05 $5,805,310.95 Intersection Revisions TO Fund/AccounVCenters FROM Fund/Account/Centers C210 541200 202390201480 $1,974,380.86 Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Douglas W. Wiersig (7801) Additional Information Contact: Todd Estes (5448) ATTACHMENTS _.w qrLO �1.....Qecahge__...... ._.._.._.. _... Af http://apps . cfwnet.org/council_packet/mc_review. asp?ID=2 . . . 10/6/2015 0005 15-1 Addendum I Page 1 of 1 1 SECTION 00 05 15 2 ADDENDUM No. 1 ��� .® r�,�• 3 ,�'�•'' �`'�� 4 Old Decatur Road and Angle Ave Roundabout of �► 5 City Project No. 02014 CHRIS B. BOSCO 6 93679 7 Addendum No. 1 Issue Date: February 16, 2015 �d �o •.Z/cE 8 Bid Receipt Date: February 26, 2015ti �: °'� 9 tp; 10 This addendum forms part of the Contract Documents referenced above and modifies the original a� 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Modification to Bid Proposal: None 16 2. Modification to Specifications: 17 a. Revise Section 00 21 13 Instructions to Offerors to add MWBE Scoring 18 table. 19 3. Modification to Plans: None 20 All other provisions of the contract documents,plans and specification shall remain unchanged. 21 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 22 the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the 23 time of bid submittal. 24 Receipt Acknowledged: 25 By: 26 Company: Jackson Construction, LT 27 END OF SECTION fir ? V„ si%W C k, pp1, Yl � h Y �f ds9h!' �iG�BIf��ga„ I j CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COWETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-1 INSTRUCTIONS TO OFFERORS Page 1 of 17 1 SECTION 00 2113 2 INSTRUCTIONS TO OFFERORS 3 Competitive Sealed Proposal 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO OFFERORS,which are defined in Section 00 7 72 00 -GENERAL CONDITIONS. 8 1.1.1.In the following listed Sections any reference to the term"Bidder"shall also 9 mean"Offeror"and to"Bid"shall mean"Proposal'. 10 1.1.1.1. 00 35 13 Conflict of Interest Affidavit 11 1.1.1.2. 00 43 13 Bid Bond 12 1.1.1.3. 00 43 37 Vendor Compliance to State Law Nonresident Bidder 13 1.1.1.4. 00 45 11 Bidders Prequalifications 14 1.1.1.5. 00 45 12 Bidders Prequalification Statement 15 1.1.1.6. 00 45 26 Contractors Compliance with Workers Compensation Law 16 1.1.1.7. 00 61 13 Performance Bond 17 1.1.1.8. 00 61 14 Payment Bond 18 1.1.1.9. 00 61 19 Maintenance Bond 19 1.1.1.10. 00 61 25 Certificate of Insurance 20 21 1.2.Certain additional terms used in these INSTRUCTIONS TO OFFERORS have the 22 meanings indicated below which are applicable to both the singular and plural thereof. 23 24 1.2.1. OFFEROR: Any person, firm,partnership, company, association, or corporation 25 acting directly through a duly authorized representative, submitting a bid for 26 performing the work contemplated under the Contract Documents. 27 28 1.2.2.Nonresident OFFEROR:Any person,firm,partnership, company, association, or 29 corporation acting directly through a duly authorized representative, submitting a 30 bid for performing the work contemplated under the Contract Documents whose 31 principal place of business is not in the State of Texas. 32 33 1.2.3. Successful OFFEROR: The lowest responsible and responsive Bidder to whom 34 City(on the basis of City's evaluation as hereinafter provided)makes an award. 35 36 2. Copies of Bidding Documents 37 38 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 39 resulting from the Offerors use of incomplete sets of Proposal Documents. 40 41 2.2.City and Engineer in making copies of Proposal Documents available do so only for the 42 purpose of obtaining Proposals for the Work and do not authorize or confer a license or 43 grant for any other use. 44 45 46 47 48 49 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-2 INSTRUCTIONS TO OFFERORS Page 2 of 17 1 3. PrequaliPication of Offerors(Prime Contractors and Subcontractors) 2 3 3.1.All Offerors and their subcontractors are required to be prequalified for the work types 4 requiring prequalification at the time of submitting proposals. Proposals received from 5 contractors who are not prequalified (even if inadvertently opened)shall not be 6 considered. Prequalification requirement work types and documentation are as follows: 7 8 3.1.1. Paving—Requirements document located at; 9 https:/lprojectpoint.btizzsaw.com/fortworthgov/Resotirces/02%20- 10 %20Construction%20Docinuejits/Conti•actor%20Prequalification/TPW%20PaviiI 11 %20Contractor%20Prequalification%20Procram/PREQUALIFICATION%20REQ 12 UIREMENTS%20FOR%20PA V IN G%2000NIRA CTORS.PDF?public 13 14 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 15 https://projecipoint.btizzsaw.comlfortworthiZov/Resources/02%20- 16 %20Construction%20Doctiments/Contractor%20Pregtialification/TPW%20Pavin� 17 %20Contractor%20Prequalification%20Program/PREQUALfFICATION%20REQ 18 UIREMENTS%20FOR%20PA VING%2000NTRACTORS.PDF?public 19 20 3.1.3. Water and Sanitary Sewer—Requirements document located at; 21 https:H pro jectpoint.buzzsaw.coin/fortwot-thl ov/Resources/02%20- 22 %20Construction%20Doctiments/Contractor%20Pregtialification/Water%20and%2 23 OSanitary%20Sewer%20Contractor%20Prequalification%20Program/WSS%20pre 24 qual%20requirements.doc? ublic 25 26 27 3.2.Each Offeror unless currently prequalified,must be prepared to submit to City within 28 seven(7)calendar days prior to Proposal opening,the documentation identified in 29 Section 00 45 11,BIDDER PREQUALIFICATIONS. 30 31 3.2.1. Submission of and/or questions related to prequalification should be addressed to 32 the City contact as provided in Paragraph 6.1. 33 34 35 3.3.The City reserves the right to require any pre-qualified Offeror to submit such additional 36 information as the City, in its sole discretion may require, including but not limited to 37 manpower, equipment records, and information about key personnel to be assigned to 38 the project to assist the City in evaluating and assessing the ability of an Offeror to 39 deliver and successfully complete a quality product for the amount proposed within the 40 stipulated time frame.Failure to submit the additional information, if requested,may be 41 grounds for rejecting the Offeror as non-responsive. Affected Offerors will be notified 42 in writing of a recommendation to the City Council. 43 44 3.4.In addition to prequalification, additional requirements for qualification may be required 45 within various sections of the Contract Documents. 46 47 48 49 50 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 0021 13-3 INSTRUCTIONS TO OFFERORS Page 3 of 17 1 4. Examination of Proposal and Contract Documents,Other Related Data, and Site 2 3 4.1.Before submitting a Proposal, each Offeror shall: 4 5 4.1.1. Examine and carefully study the Contract Documents and other related data 6 identified in the Proposal Documents (including "technical data" referred to in 7 Paragraph 4.2. below).No information given by City or any representative of the 8 City other than that contained in the Contract Documents and officially 9 promulgated addenda thereto, shall be binding upon the City. 10 11 4.1.2. Visit the site to become familiar with and satisfy Offeror as to the general,local 12 and site conditions that may affect cost,progress,performance or furnishing of the 13 Work. 14 15 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 16 progress,performance or furnishing of the Work. 17 18 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 19 contiguous to the Site and all drawings of physical conditions relating to existing 20 surface or subsurface structures at the Site(except Underground Facilities)that 21 have been identified in the Contract Documents as containing reliable "technical 22 data" and (ii)reports and drawings of Hazardous Environmental Conditions,if any, 23 at the Site that have been identified in the Contract Documents as containing 24 reliable "technical data." 25 26 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 27 the information which the City will furnish.All additional information and data 28 which the City will supply after promulgation of the formal Contract Documents 29 shall be issued in the form of written addenda and shall become part of the Contract 30 Documents just as though such addenda were actually written into the original 31 Contract Documents.No information given by the City other than that contained in 32 the Contract Documents and officially promulgated addenda thereto,shall be 33 binding upon the City. 34 35 4.1.6. Perform independent research,investigations,tests, borings, and such other means 36 as may be necessary to gain a complete knowledge of the conditions which will be 37 encountered during the construction of the project. On request, City may provide 38 each Offeror access to the site to conduct such examinations, investigations, 39 explorations,tests and studies as each Offeror deems necessary for submission of a 40 Proposal. Offeror must fill all holes and clean up and restore the site to its former 41 conditions upon completion of such explorations,investigations,tests and studies. 42 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-4 INSTRUCTIONS TO OFFERORS Page 4 of 17 1 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 2 cost of doing the Work,time required for its completion, and obtain all information 3 required to make a proposal. Offerors shall rely exclusively and solely upon their 4 own estimates, investigation,research,tests,explorations, and other data which are 5 necessary for full and complete information upon which the proposal is to be based. 6 It is understood that the submission of a proposal is prima-facie evidence that the 7 Offeror has made the investigation, examinations and tests herein required. Claims 8 for additional compensation due to variations between conditions actually 9 encountered in construction and as indicated in the Contract Documents will not be 10 allowed. 11 12 4.1.8. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 13 between the Contract Documents and such other related documents.The Offeror 14 shall not take advantage of any gross error or omission in the Contract Documents, 15 and the City shall be permitted to make such corrections or interpretations as may 16 be deemed necessary for fulfillment of the intent of the Contract Documents. 17 18 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 19 20 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 21 the site which have been utilized by City in preparation of the Contract Documents. 22 The logs of Soil Borings,if any, on the plans are for general information only. 23 Neither the City nor the Engineer guarantee that the data shown is representative of 24 conditions which actually exist. 25 26 4.2.2. those drawings of physical conditions in or relating to existing surface and 27 subsurface structures(except Underground Facilities)which are at or contiguous to 28 the site that have been utilized by City in preparation of the Contract Documents. 29 30 4.2.3. copies of such reports and drawings will be made available by City to any Offeror 31 on request. Those reports and drawings may not be part of the Contract 32 Documents,but the "technical data" contained therein upon which Offeror is 33 entitled to rely as provided in Paragraph 4.02. of the General Conditions has been 34 identified and established in Paragraph SC 4.02 of the Supplementary Conditions. 35 Offeror is responsible for any interpretation or conclusion drawn from any 36 "technical data" or any other data,interpretations,opinions or information. 37 38 4.3.The submission of a Proposal will constitute an incontrovertible representation by 39 Offeror(i)that Offeror has complied with every requirement of this Paragraph 4; (ii)that 40 without exception the Proposal is premised upon performing and furnishing the Work 41 required by the Contract Documents and applying the specific means,methods, 42 techniques,sequences or procedures of construction(if any)that may be shown or 43 indicated or expressly required by the Contract Documents; (iii)that Offeror has given 44 City written notice of all conflicts, errors,ambiguities or discrepancies in the Contract 45 Documents and the written resolutions thereof by City are acceptable to Offeror, or 46 noting when said conflicts,etc.,have not been resolved through the interpretations by 47 City as described in Paragraph 6.; and(iv)that the Contract Documents are generally 48 sufficient to indicate and convey understanding of all terms and conditions for 49 performing and furnishing the Work. 50 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 002113-5 INSTRUCTIONS TO OFFERORS Page 5 of 17 1 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 2 biphenyls (PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 3 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 4 Documents. 5 6 5. Availability of Lands for Work, Etc. 7 8 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 9 access thereto and other lands designated for use by Contractor in performing the Work 10 are identified in the Contract Documents. All additional lands and access thereto 11 required for temporary construction facilities, construction equipment or storage of 12 materials and equipment to be incorporated in the Work are to be obtained and paid for 13 by Contractor. Easements for permanent structures or permanent changes in existing 14 facilities are to be obtained and paid for by City unless otherwise provided in the 15 Contract Documents. 16 17 5.2.Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed 18 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 19 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel 20 the award of contract at any time before the Offeror begins any construction work on the 21 project. 22 23 5.3. The Offeror shall be prepared to commence construction without all executed right-of- 24 way,easements, and/or permits, and shall submit a schedule to the City of how 25 construction will proceed in the other areas of the project that do not require permits 26 and/or easements. 27 28 6. Interpretations and Addenda 29 30 6.1.All questions about the meaning or intent of the Proposal Documents are to be directed to 31 City in writing on or before 2 p.m.,the Monday prior to the Proposal opening. 32 Questions received after this day may not be responded to. Interpretations or 33 clarifications considered necessary by City in response to such questions will be issued 34 by Addenda delivered to all parties recorded by City as having received the Proposal 35 Documents. Only questions answered by formal written Addenda will be binding. Oral 36 and other interpretations or clarifications will be without legal effect. 37 38 Address questions to: 39 40 City of Fort Worth 41 1000 Throckmorton Street 42 Fort Worth,TX 76102 43 Attn: Lissette Acevedo,PE, City of Fort Worth Transportation and Public Works 44 Fax: (817)392-6543 45 Email: Lissette.Acevedo @fortworthtexas.gov 46 Phone: (817)392-2722 47 48 49 6.2.Addenda may also be issued to modify the Proposal Documents as deemed advisable by 50 City. 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-6 INSTRUCTIONS TO OFFERORS Page 6 of 17 1 6.3.Addenda or clarifications may be posted via Buzzsaw at 2 https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%2OProjects/TPW- 3 2014- 4 000089%20%2001d%20Decatur%20Rd%20%20IH820%20South%20to%20Angle%20 5 Ave/Bid%20Documents%2OPackage. 6 7 6.4.A Pre-proposal conference may be held at the time and place indicated in the 8 Advertisement or INVITATION TO OFFERORS. Representatives of City will be 9 present to discuss the Project. Offerors are encouraged to attend and participate in the 10 conference. City will transmit to all prospective Offerors of record such Addenda as 11 City considers necessary in response to questions arising at the conference. Oral 12 statements may not be relied upon and will not be binding or legally effective. 13 14 7. Bid Security 15 16 7.1.Each Proposal must be accompanied by Bid Bond made payable to City in an amount of 17 five(5)percent of Offeror's maximum price proposed on form attached, issued by a 18 surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 19 20 7.2.The Bid Bond of all Offerors will be retained until the conditions of the Notice of Award 21 have been satisfied. If the Successful Offeror fails to execute and deliver the complete 22 Agreement within 10 days after the Notice of Award, City may consider Offeror to be in 23 default,rescind the Notice of Award,and the Bid Bond of that Offeror will be forfeited. 24 Such forfeiture shall be City's exclusive remedy if Offeror defaults. The Bid Bond of all 25 other Offerors whom City believes to have a reasonable chance of receiving the award 26 will be retained by City until final contract execution. 27 28 8. Contract Times 29 The number of days within which, or the dates by which,Milestones are to be achieved in 30 accordance with the General Requirements and the Work is to be completed and ready for 31 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 32 attached Proposal Form. 33 34 9. Incentive/Disincentives 35 36 Provisions for Incentives and Disincentives are defined in the Supplementary Conditions and 37 set forth in the Agreement. 38 39 10. Liquidated Damages 40 Provisions for liquidated damages are set forth in the Agreement. 41 42 11. Substitute and "Or-Equal" Items 43 The Contract,if awarded,will be on the basis of materials and equipment described in the 44 Proposal Documents without consideration of possible substitute or"or-equal" items. 45 Whenever it is indicated or specified in the Proposal Documents that a"substitute" or"or- 46 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 47 City, application for such acceptance will not be considered by City until after the Effective 48 Date of the Agreement. The procedure for submission of any such application by Contractor 49 and consideration by City is set forth in Paragraphs 6.05A, 6.05B and 6.05C of the General 50 Conditions and is supplemented in Section 0125 00 of the General Requirements. 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 002113-7 INSTRUCTIONS TO OFFERORS Page 7 of 17 1 2 3 4 5 12. Subcontractors,Suppliers and Others 6 7 12.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 8 12-2011 (as amended),the City has goals for the participation of minority business 9 and/or small business enterprises in City contracts.A copy of the Ordinance can be 10 obtained from the Office of the City Secretary. The Offeror shall submit the MBE 11 and SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime 12 Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or 13 Joint Venture Form as appropriate.The Forms including documentation must be 14 received by the City no later than 5:00 P.M. CST, five (5)City business days after the 15 Proposal opening date. The Offeror shall obtain a receipt from the City as evidence 16 the documentation was received.Failure to comply shall render the proposal as non- 17 responsive. 18 19 1.2.No Contractor shall be required to employ any Subcontractor, Supplier, other person or 20 organization against whom Contractor has reasonable objection. 21 22 2. Submittal Requirements 23 24 2.1.The Offeror shall address each of the following items in the same order in which they are 25 set forth below. Tabbed sections are recommended,but are not required. 26 27 2.2.Proposal Form-Provide the information as required in Section 00 42 01 Proposal Form, 28 to establish: 29 30 2.2.1.Offeror's general information 31 2.2.2.Proposal Price 32 2.2.3.Contractor-Specified Time of Completion. 33 34 2.3.Offeror's Relevant Experience-The Offeror shall demonstrate experience in delivering 35 similar work as expressed in the Proposal Documents. Five(5)projects should be 36 provided and should have been completed in the last 5 years. 37 The Offeror should call attention to the following items for each project listed: 38 Project Name, Client Name Project Contact Name,Phone and Email,Contract Time 39 and Actual Completion Time.The Offeror should present projects that demonstrate 40 experience in the following categories: 41 42 2.3.1. Projects that demonstrate successful reconstruction of existing arterial 43 intersections to roundabouts. 44 2.3.2. Projects that demonstrate reconstruction,expansion,widening or 45 improvements to existing arterial intersections 46 2.3.3. Projects that demonstrate experience in the reconstruction, expansion, 47 widening or improvements to existing arterials. 48 2.3.4. Projects where the reconstruction, expansion,widening, or improvements 49 were completed on an accelerated schedule 50 2.3.5. Greenfield arterial projects on an accelerated schedule.Greenfield 51 arterial projects may not be considered relevant experience. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 0021 13-8 INSTRUCTIONS TO OFFERORS Page 8 of 17 1 2 3 4 5 2.4.Offeror's Key Personnel: The Offeror shall include an organizational chart(maximum of 6 1 page) and resume(maximum of 1 page per person) of key team members that the 7 Offeror anticipates assigning to the Project. The Offeror should, at a minimum, 8 provide personnel experience for the Project Manager, Superintendent, and the 9 foreman/foremen. The personnel experience should include each team member's: 10 11 2.4.1.Name 12 2.4.2.Role and Responsibility 13 2.4.3.Years of experience with the Offeror 14 2.4.4.Years of experience in this role with Offeror or with others 15 2.4.5. Years of Experience in construction of this nature with Offeror or with 16 others 17 2.4.6. Relevant experience as listed in Section 13.3 specifically within the last 5 18 years 19 2.4.7.Commitment to the Project(Full Time/Part Time) 20 21 2.5.Minority Business Enterprise (MBE)Provisions: 22 23 2.5.1. All Offerors shall note that it is the policy of the City of Fort Worth to 24 ensure the full and equitable participation of Minority Business 25 Enterprises (MBE)in the procurement of goods and services. If the total 26 dollar value of the contract is greater than$50,000,then an MBE 27 subcontracting goal may be applicable. 28 29 2.5.2.The MBE goal on this project is 16%. 30 31 2.5.3. Interested Offerors must obtain a MBE listing from the M/WBE Office 32 at 817-212-2674 to ensure that MBE listings reflect only those currently 33 certified by the North Central Texas Regional Certification Agency 34 (NCTRCA)located in the six(6) county geographic marketplace that has 35 been accepted by the City("Marketplace"). The Marketplace is made up 36 of the counties o£Tarrant,Dallas,Denton,Johnson,Parker and Wise. 37 Offerors are strongly encouraged to confirm that each MBE that it 38 intends to use is located in the geographic marketplace to ensure that the 39 MBE will be counted towards the established goal. 40 41 2.5.4. Minority Business Enterprise is defined as a business concern located in 42 the Marketplace meeting the following criteria: 43 44 2.5.4.1. is at least 51 percent owned by one or more minority persons, or, in the 45 case of any publicly owned business, at least 51 percent of the 46 stock is owned by one or more minority persons;,and 47 2.5.4.2. management and daily business operations are controlled by one or more 48 minority persons who own it. 49 50 2.5.5. The business must be certified prior to recommendation of award in 51 order for the participation to be counted towards the established goal. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 002113-9 INSTRUCTIONS TO OFFERORS Page 9 of 17 1 2 2.5.6. If an Offeror is certified as a DBE, MBE, SBE or WBE firm,please be 3 aware that the City's Ordinance does not allow a certified company to 4 count itself towards the established goal;the goal represents 5 subcontracting opportunities. 6 7 2.5.7. If an Offeror(regardless of certification status or if a non-D/M/S/BE), 8 however, forms a joint venture with one or more MBE(s),the MBE joint 9 venture percentage participation will be counted towards the established 10 goal. The appropriate City of Fort Worth Joint Venture form must be 11 submitted for review and approval in order for it to be counted. The City 12 of Fort Worth strongly encourages joint ventures. 13 14 2.5.8. The information required for the Proposal is on the Best Value 15 Utilization Form provided with the Proposal Documents.The Proposal 16 shall include: (1)the name,address and telephone number of each MBE; 17 (2)the description of the work to be performed by each MBE; and(3)the 18 approximate dollar amount/percentage of the participation. 19 20 2.5.9. Offerors must submit the best value utilization form within 5 business 21 days of submitting their Competitive Sealed Proposal. 22 23 2.5.10. If Offeror fails to identify firms to meet the stated MBE goal, in part or 24 in whole,then a detailed explanation must be submitted to explain the 25 Good and Honest Efforts the Offeror made to secure MBE participation. 26 27 2.5.11. Failure to submit the MBE participation information or the detailed 28 explanation of the Offeror's Good and Honest Efforts to meet or exceed 29 the stated MBE goal,may render the proposal non-responsive. 30 31 2.6.Offeror's Detailed Schedule and Written Plan to achieve the Contractor-Specified Time 32 of Completion—Offeror shall demonstrate means and methods to complete the 33 project within the Offeror's specified time. The Offeror should call attention to the 34 following: 35 36 2.6.1. Baseline Schedule—The Offeror shall submit a Tier 3 Baseline Schedule in 37 accordance with Section 0132 16. The schedule should demonstrate the 38 Offeror's ability to achieve the Contractor-Specified Time of Completion. 39 40 2.6.2. Plan to Exceed Specified Time of Completion—The Offeror shall submit a plan 41 that demonstrates the Offeror's ability to achieve the Contractor-Specified Time 42 of Completion. The Plan should clearly identify the Critical Path Items and the 43 Plan to keep the project on schedule. The Plan should include,but not be limited 44 to: 45 13.6.2.1 Critical Path Plan 46 13.6.2.2 Demolition 47 13.6.2.3 Utility Adjustments and Coordination with Franchise Utilities 48 13.6.2.4 Storm Drain and Coordination with Franchise Utilities 49 13.6.2.5 Subgrade Preparation/Placement 50 13.6.2.6 Paving Operations 51 13.6.2.7 Pavement Marking and Signage CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-10 INSTRUCTIONS TO OFFERORS Page 10 of 17 1 13.2.6.8 Deliveries and Haul-offs 2 13.2.6.9 Hours of Operation 3 13.6.2.9.1 Offeror's Equipment and Procedures for Night Work 4 13.6.2.10 Offeror's Resources to reach Substantial Completion 5 13.2.6.10.1 Supervision 6 13.2.6.10.2 Safety 7 13.2.6.10.3 Engineering and Submittal Preparation 8 13.2.6.10.4 Labor 9 13.2.6.10.5 Equipment 10 11 2.7.In addition to the information provided above the Offeror shall submit the following 12 forms as part of the Proposal 13 14 2.7.1. Section 00 35 13 Conflict of Interest Affidavit 15 2.7.2. Section 00 42 43 Unit Price Proposal Form 16 2.7.3. Section 00 43 13 Bid Bond 17 2.7.4. Section 00 43 37 Vendor Compliance to State Law Nonresident Bidder 18 2.7.5. Section 00 45 12 Bidders Prequalification Statement 19 2.7.6. Section 00 45 26 Contractors Compliance with Workers Compensation 20 Law 21 22 3. Proposal Form 23 24 3.1.The Proposal Form is included with the Proposal Documents; additional copies may be 25 obtained from the City. 26 27 3.2.All blanks on the Proposal Form must be completed by printing in ink and the Proposal 28 Form signed in ink. Erasures or alterations shall be initialed in ink by the person 29 signing the Proposal Form. A Proposal price shall be indicated for each proposed 30 item, alternative, and unit price item listed therein. In the case of optional 31 alternatives,the words "No Bid," "No Change," or"Not Applicable" may be entered. 32 Offeror shall state the prices,written in ink in both words and numerals,for which 33 the Offeror proposes to do the work contemplated or furnish materials required.All 34 prices shall be written legibly. 35 36 3.3.Proposals by corporations shall be executed in the corporate name by the president or a 37 vice-president or other corporate officer accompanied by evidence of authority to 38 sign. The corporate seal shall be affixed. The corporate address and state of 39 incorporation shall be shown below the signature. 40 41 3.4.Proposals by partnerships shall be executed in the partnership name and signed by a 42 partner,whose title must appear under the signature accompanied by evidence of 43 authority to sign. The official address of the partnership shall be shown below the 44 signature. 45 46 3.5.Proposals by limited liability companies shall be executed in the name of the firm by a 47 member and accompanied by evidence of authority to sign. The state of formation of 48 the firm and the official address of the firm shall be shown. 49 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 0021 13-11 INSTRUCTIONS TO OFFERORS Page 11 of 17 1 3.6.Proposals by individuals shall show the Offeror's name, official address, and if applicable 2 doing business as(d/b/a)documentation. 3 4 3.7.Proposals by joint ventures shall be executed by each joint venturer in the manner 5 indicated on the Proposal Form. The official address of the joint venture shall be 6 shown. 7 8 3.8.All names shall be typed or printed in ink below the signature. 9 10 3.9.The Proposal shall contain an acknowledgement of receipt of all Addenda,the numbers 11 of which shall be filled in on the Proposal Form. 12 13 3.10. Postal and e-mail addresses and telephone number for communications regal-ding the 14 Proposal shall be shown. 15 16 Evidence of authority to conduct business as a Nonresident Offeror in the state of 17 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 18 to State Law Non Resident Bidder. 19 20 4. Submission of Proposals 21 22 Proposals shall be submitted on the prescribed Proposal Form,provided with the Proposal 23 Documents, at the time and place indicated in the Advertisement or INVITATION TO 24 OFFERORS, addressed to City Manager of the City, and shall be enclosed in an opaque 25 sealed envelope,marked with the City Project Number,Project title,the name and address of 26 Offeror,and accompanied by the Proposal security and other required documents. If the 27 Proposal is sent through the mail or other delivery system,the sealed envelope shall be 28 enclosed in a separate envelope with the notation"PROPOSAL ENCLOSED" on the face of 29 it. 30 31 5. Modification and Withdrawal of Proposals 32 33 Proposals addressed to the City Manager and filed with the Purchasing Office cannot be 34 withdrawn prior to the time set for Proposal opening. A request for withdrawal must be made 35 in writing by an appropriate document duly executed in the manner that a Proposal must be 36 executed and delivered to the place where Proposals are to be submitted at any time prior to 37 the opening of Proposals.After all Proposals not requested for withdrawal are opened and 38 publicly read aloud,the Proposals for which a withdrawal request has been properly filed 39 may, at the option of the City, be returned unopened. 40 41 6. Opening of Proposals 42 43 Proposals will be opened and read aloud publicly at the place where Proposals are to be 44 submitted. The proposed price and the Contractor-Specified Time of Completion will be read 45 aloud. 46 47 7. Proposals to Remain Subject to Acceptance 48 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #/02014 FEBRUARY,2015 0021 13-12 INSTRUCTIONS TO OFFERORS Page 12 of 17 1 All Proposals will remain subject to acceptance for the time period specified for Notice of 2 Award and execution and delivery of a complete Agreement by Successful Offeror. City 3 may, at City's sole discretion, release any Proposal and nullify the Proposal security prior to 4 that date. 5 6 8. Evaluation of Proposals 7 8 8.1.Proposals will be evaluated by a Selection Team consisting of three(3)to five(5)people 9 from the relevant City Departments and one (1)person from each of the three (3) 10 design firms who prepared the Proposal Documents. 11 12 8.2.The City shall score the received Proposals based on the evaluation criteria below to 13 determine the Offeror that provides the Best Value. 14 15 8.3.Evaluation shall be based of the highest scoring of the Proposals with a maximum score 16 of 100 points apportioned as follows: 17 Points Evaluation Criteria Proposal Price 40 Contractor-Specified Time of Completion 20 Offeror's Relevant Experience 10` Offeror's Key Personnel 10 MWBE 10 Offeror's Detailed Schedule and Written Plan to 10 achieve the Contractor-Specified Time of Completion Maximum Score: 100 18 19 8.4.Points for Proposal Price shall be based on prices submitted by Offerors. The lowest 20 responsible Offeror's Proposal Price determines the baseline.All other Offeror's 21 Proposal Prices will be awarded Points according to the table below: 22 Total Ranges from Lowest Responsible Proposal Price Points from Baseline Lowest to$50,000 40 $50,000.01 to$100,000 36 $100,000.01 to$150,000 32 $150,000.01 to$200,000 28 $200,000.01 to$300,000 24 $300,000.01 to$400,000 20 $400,000.01 to$500,000 16 $500,000.01 to$600,000 12 $600,000.01 to$700,000 8 $700,000.01 to$800,000 4 Greater than$800,000.01 0 Maximum Score: 40 23 24 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETPTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-13 INSTRUCTIONS TO OFFERORS Page 13 of 17 1 2 8.5.Evaluation of Contractor-Specified Time of Completion shall be based on the difference 3 in days between the City-Specified Time of Completion and the Contractor-Specified 4 Time of Completion.Points shall be awarded as shown in the table below: 5 The difference is zero(0)Days 15 The Contractor Specified Time=City Specified Time For every two(2) days that the Contractors Specified 15-20 Time of Completion is less than the City Specified Time of Completion one (1)additional Point will be added to the 15 Points with a maximum of 20 Points For every two(2)that the Contractors Specified Time of 0-15 Completion is more than the City Specified Time of Completion one (1)additional Point will be deducted from the 15 Points with a minimum of zero(0)Points Maximum Score: 20 6 7 8.6.Offeror's Relevant Experience shall be evaluated based on the relevancy of the 8 experience to the Project as defined in the Proposal Documents and in the Submittal 9 Requirements. Each of the five included projects will be awarded points for the listed 10 categories below that the project write-up demonstrates with a maximum score of ten 11 (10)points for a single project that demonstrates all desirable characteristics. The 12 score of the five projects will then be averaged to determine the score for the 13 Offeror's Experience. 14 Offero Points Reconstruction of existing arterial intersection(s)to 2 roundabouts Reconstruction or a major expansion of existing arterial 2 intersection Reconstruction or a maj or expansion of an existing 2 arterial Reconstruction, expansion,widening or improvements 2 for an arterial intersection or arterial project completed on an accelerated schedule General Paving 2 Maximum Score: 10 15 16 17 18 19 20 21 22 23 24 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-14 INSTRUCTIONS TO OFFERORS Page 14 of 17 1 8.7.Offeror's Key Personnel shall be evaluated based on his/her relevant project experience. 2 Each key personnel (team member)will be awarded points for the listed category 3 that the resume demonstrates with a maximum score of ten(10)points for a single 4 team member that demonstrates all desirable characteristics. The scores of the 5 individual team members will then be averaged to determine the score for the 6 Offeror's Key Personnel. 7 8 1 Key personnel has previously worked with other team 2 members within the past 5 years Key personnel has Relevant Experience as outlined in 2 Section 13.3 Key personnel has clearly defined role and past 2 experience in that role Key Personnel has been with the company three(3)or 2 more years Key Personnel clearly shows time commitment to project 2 Maximum Score: 10 9 10 12 8.8 Minority Business Enterprise Provisions: 13 14 All Offerors shall note that it is the policy of the City of Fort Worth to ensure the full and 15 equitable participation of Minority Business Enterprises (MBE) in the procurement of 16 goods and services. If the total dollar value of the contract is greater than $50,000, then 17 an MBE subcontracting goal may be applicable. 18 19 The MBE goal on this project is 16%. 20 21 Interested Offerors must obtain a MBE listing from the M/WBE Office at 817-212-2674 22 to ensure that MBE listings reflect only those currently certified by the North Central 23 Texas Regional Certification Agency (NCTRCA) located in the six (6) county 24 geographic marketplace that has been accepted by the City ("Marketplace"). The 25 Marketplace is made up of the counties of. Tarrant, Dallas,Denton, Johnson, Parker and 26 Wise. Offerors are strongly encouraged to confirm that each MBE that it intends to use is 27 located in the geographic marketplace to ensure that the MBE will be counted towards 28 the established goal. 29 30 A Minority Business Enterprise is defined as a business concern located in the 31 Marketplace meeting the following criteria: 32 33 a. is at least 51 percent owned by one or more minority persons, or, in the case of 34 any publicly owned business, at least 51 percent of the stock is owned by one or more 35 minority persons; and 36 37 b. management and daily business operations are controlled by one or more 38 minority persons who own it. 39 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 0021 13-15 INSTRUCTIONS TO OFFERORS Page 15 of 17 1 The business must be certified prior to recommendation of award in order for the 2 participation to be counted towards the established goal. 3 4 Offerors must submit the best value utilization form within 5 business days of submitting 5 their Best Value Proposal. 6 7 If an Offeror is certified as a DBE, MBE, SBE or WBE firm, please be aware that the 8 City's Ordinance does not allow a certified company to count itself towards the 9 established goal;the goal represents subcontracting opportunities. 10 11 If an Offeror (regardless of certification status or if a non-D/M/S/BE), however, forms a 12 joint venture with one or more MBEs, the MBE joint venture percentage participation 13 will be counted towards the established goal. The appropriate City of Fort Worth Joint 14 Venture form must be submitted for review and approval in order for it to be counted. 15 The City of Fort Worth strongly encourages joint ventures. 16 17 If Offeror failed to meet the stated MBE goal, in part or in whole, then a detailed 18 explanation must be submitted to explain the Good and Honest Efforts your firm made to 19 secure MBE participation. 20 21 Failure to submit the MBE participation information or the detailed explanation of the 22 proposer's Good and Honest Efforts to meet or exceed the stated MBE goal,may render 23 the proposal non-responsive. The MBE plan will be part of the final weighted selection 24 criteria. 25 SCORING MWBE Points Offerer Addressed Goal 1 Offeror Committed to Meet Goal 1.5 Offeror utilized diverse sub-contractor team 1.5' Sub-contractor(s)performing significant work = 1 Offeror exceeded goal 1 Offeror exceeded goal by 50% 1 Offeror exceeded goal by 100% 1 Acceptable Joint Venture for project 2 Maximum Score: 10 26 27 28 29 30 31 32 33 34 8.9.Offeror's Detailed Schedule and Written Plan to achieve the Contractor-Specified Time 35 of Completion—The schedule and plan will be scored according to the criteria listed 36 below.The schedule and plan should clearly show the Critical Path and how the Offeror 37 will achieve substantial completion and Contractor Specified Time of Completion. 38 Scoring will be based on the Offeror's ability to communicate the plan and schedule. 39 The score will be summed for a maximum of ten(10)points. 40 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-16 INSTRUCTIONS TO OFFERORS Page 16 of 17 Baseline Schedule provided ' I Critical Path Identified 1 Critical Path Plan Provided'' 1 Plan communicates demolition and disposal process 1 Plan communicates utility and storm drain adjustments 1 Plan communicates subgrade preparation and 1 placement Plan communicates key elements for paving aerations 1 Plan communicates deliveries and haul-off procedures 1 Plan communicates hours of operation 1 Plan communicates Offeror's resources to reach 1 Substantial Completion Maximum Score : 10 1 2 8.10. In the event of a tie in the total summation of Points for the Best Value,the lowest 3 Proposal Price will break the tie and determine the Successful Offeror. 4 5 8.11. City reserves the right to reject any or all Proposals,including without limitation the 6 rights to reject any or all nonconforming,nonresponsive,unbalanced or conditional 7 Proposals and to reject the Proposal of any Offeror if City believes that it would not 8 be in the best interest of the Project to make an award to that Offeror,whether 9 because the Proposal is not responsive or the Offeror is unqualified or of doubtful 10 financial ability or fails to meet any other pertinent standard or criteria established by 11 City. City also reserves the right to waive informalities not involving price, contract 12 time or changes in the Work with the Successful Offeror. Discrepancies between the 13 multiplication of units of Work and unit prices will be resolved in favor of the unit 14 prices. Discrepancies between the indicated sum of any column of figures and the 15 correct sum thereof will be resolved in favor of the correct sum. Discrepancies 16 between words and figures will be resolved in favor of the words. 17 18 8.12. Any or all Proposals will be rejected if City has reason to believe that collusion 19 exists among the Offerors,Offeror is an interested party to any litigation against 20 City, City or Offeror may have a claim against the other or be engaged in litigation, 21 Offeror is in arrears on any existing contract or has defaulted on a previous contract, 22 Offeror has performed a prior contract in an unsatisfactory manner, or Offeror has 23 uncompleted work which in the judgment of the City will prevent or hinder the 24 prompt completion of additional work if awarded. 25 26 8.13. City may consider the qualifications and experience of Subcontractors, Suppliers, and 27 other persons and organizations proposed for those portions of the Work as to which 28 the identity of Subcontractors, Suppliers, and other persons and organizations must 29 be submitted as'provided in the Contract Documents or upon the request of the City. 30 City also may consider the operating costs,maintenance requirements,performance 31 data and guarantees of major items of materials and equipment proposed for 32 incorporation in the Work when such data is required to be submitted prior to the 33 Notice of Award. 34 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-17 INSTRUCTIONS TO OFFERORS Page 17 of 17 1 8.14. City may conduct such investigations as City deems necessary to assist in the 2 evaluation of any Proposal and to establish the responsibility, qualifications, and 3 financial ability of Offerors,proposed Subcontractors, Suppliers and other persons 4 and organizations to perform and furnish the Work in accordance with the Contract 5 Documents to City's satisfaction within the prescribed time. 6 7 8.15. Contractor shall perform with his own organization,work of a value not less than 8 35% of the value embraced on the Contract,unless otherwise approved by the City. 9 10 20. Award of Contract 11 12 20.1 If the Contract is to be awarded,it will be awarded to the Offeror whose evaluation 13 by City indicates that the Award will provide the Best Value for the City. 14 15 20.2 Pursuant to Texas Government Code Chapter 2252.001,the City will not award 16 contract to a Nonresident Offeror unless the Nonresident Offeror's Proposal is lower 17 than the lowest Proposal submitted by a responsible Texas Offeror by the same 18 amount that a Texas resident Offeror would be required to underbid a Nonresident 19 Offeror to obtain a comparable contract in the state in which the nonresident's 20 principal place of business is located. 21 22 20.3 A contract is not awarded until formal City Council authorization.If the Contract is 23 to be awarded, City will award the Contract within 90 days after the day of the 24 Proposal opening unless extended in writing. No other act of City or others will 25 constitute acceptance of a Proposal. Upon the contractor award a Notice of Award 26 will be issued by the City. 27 28 20.4 Failure or refusal to comply with the requirements may result in rejection of 29 Proposal. 30 31 21. Signing of Agreement 32 33 When City issues a Notice of Award to the Successful Offeror,it will be accompanied by 34 the required number of unsigned counterparts of the Agreement. Within 14 days 35 thereafter Contractor shall sign and deliver the required number of counterparts of the 36 Agreement to City with the required Bonds, Certificates of Insurance, and all other 37 required documentation. City shall thereafter deliver one fully signed counterpart to 38 Contractor. 39 40 41 42 END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0005 15-1 Addendum 2 Page 1 of 6 1 SECTION 00 0515 F T� 2 ADDENDUM No.2 4 Old Decatur Road and Angle Ave Roundabout ... ..............„....«»�.... 5 City Project No. 02014 CHRIS B. BOSCO 6 93679 A, 7 Addendum No. 2 Issue Date: February 20, 20150- � cE�s�� 8 Bid Receipt Date:February 26,2015 �8$ MAL� a� 9 10 This addendum forms part of the Contract Documents referenced above and modifies the original 11 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 12 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 13 Proposal and on the outer envelope of your bid. 14 15 1. Summary of Pre-Bid Meeting and Contractor Questions 16 An optional pre-bid meeting was held at the City of Fort Worth on February 16,2015 at 17 10:00 AM. A sign-in sheet of those in attendance is attached. The City described the 18 overall intent of the project and questions were fielded. A paraphrased summary of 19 questions is provided below: 20 Q:How does the phasing of the storm drain affect the traffic control? Is there a bid 21 item for temporary pavement repair? 22 A:Bid Item III-12 Temporary Asphalt Paving Repair has been added for portion of storm 23 drain to the connection to the existing pipe. The contractor may push traffic to 2-10' 24 lanes to the far East of existing Old Decatur Road and flag traffic between 9 AM and 4 25 PM as necessary. 26 Q:How does the phasing of the water/sewer utilities on Old Decatur affect the 27 traffic control? 28 A:All the utilities are on the side of the road. The contractor is allowed to flag the traffic 29 to one lane when needed between 9 AM and 4 PM. 30 Q: Revise the quantities on the cut/fill bid items? 31 A: The quantities have been corrected on the Borrow and Embankment Bid Items. 32 Q: How is the ROW Prep paid for on the Oncor property? 33 A: Bid Item number I-15 Site Clearing has been added to the Bid Proposal. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 000515-2 Addendum 2 Page 2 of 6 1 Q: If the native soil isn't suitable how is the acceptable backfill paid for in the 2 portion of sewer backfill not included in the CSS Backfill? 3 A: If its determined the native soil isn't suitable,the required backfill will be added 4 through a change order. 5 Q: Double check the Model used for the Portable Message Sign. 6 A: Model is both Radar and programmable message board. The model specified has 7 been confirmed with the city,RU2 Fast-3370 Series VMS Series Speed Display Trailer. 8 Q: Revise the traffic control bid item to match the construction days? 9 A: The traffic control bid item has been revised to 5 months. 10 Q: Revise the Item numbers in Unit VI. 11 A: The bid items have been revised. 12 Q: What is the bid item for the domes? 13 A: They are the domes associated with the ada ramp,refer to the detail on sheet 62.. 14 Q: Clarify the curb used on the inside of the truck apron,is it a 6"or 8" curb? 15 A: The typical sections have been revised to 6"Curb. The inside curb on the approaches 16 to the roundabout is a standard 6"curb. The inside curb of the truck apron is a 6"high, 17 8"wide curb shown on sheet 61. 18 Q: In the traffic control,you show the curbs on portion of the splitter are to be built 19 in later phases. Do you have a preference on where to do a joint in relation to the 20 curb? 21 A: We'll request a 2'joint from the face of the curb on those portions of the splitter 22 islands. 23 Q: What are the transition curbs in the bid items? 24 A: The median of Angle does not have curbs. The city would like to do a transition curb 25 separate from the concrete paving work being done at the tie in. A ten foot asphalt curb 26 transitioning from 6"to flat at the tie in locations is proposed. 27 Q: What is the depth of concrete of the proposed driveway? 28 A: 6"Concrete Driveway,refer to detail on sheet 66. 29 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 000515-3 Addendum 2 Page 3 of 6 1 Q: What is the status of the Oncor ROW Acquisition? 2 A: It's in negotiation and is anticipated to be acquired prior to Notice to Proceed. 3 Q: When is the anticipated start date for construction? 4 A: May 2015 5 Q: What is the status of any franchise utility problems? 6 A:AT&T is currently relocating line on Northwest corner and is anticipated to be 7 relocated prior to Notice to Proceed. 8 Q: Is any SUE data collected included in the plans or specifications? 9 A: The Old Decatur Geotechnical Report has been added to the specifications in the 10 Appendix. 11 Q: What are the deadlines associated with the construction? 12 A: The City's proposed schedule of 150 days is the benchmark for the schedule. The 13 contractor can propose a different schedule as part of the proposal and that will determine 14 the deadline for substantial completion. Substantial completion for the roundabout is the 15 completion of all pavement and necessary pavement markings and signage to open two 16 lanes of traffic. The portion of the project that is 90 days is all water/sewer not associated 17 with the roundabout. Final completion will be 60 days after substantial completion. 18 Landscaping and Illumination can be completed after substantial completion,with 19 temporary closure of lanes between 9 AM and 4 PM. 20 2. Modification to Bid Proposal: 21 a. Modify previous proposal to match current attached proposal and please 22 note the following changes. 23 b. Change Item I-2"Remove Asphalt Pvmt"from a quantity of 820 SY to 24 880 SY. 25 c. Change Item I-9"Traffic Control"from a quantity of 6 MO to 5 MO. 26 d. Change Item I-11 "Borrow"from a quantity of 1500 CY to 1930 CY 27 e. Change Item I-12 "Embankment"from a quantity of 3350 CY to 1500 28 CY 29 f. Add Item I-15 "Site Clearing"at a quantity of 1 LS CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 000515-4 Addendum 2 Page 4 of 6 1 g. Add Item III-12 "Temporary Asphalt Paving Repair"at a quantity of 50 2 LF. 3 h. Change Item IV-1 "4"SLD Pvmt Marking HAS (W)"from a quantity of 4 85 LF to 270 LF 5 i. Add Item IV-18 "4" SLD Pvmt Marking HAS (W)3' Stripe, 9' Break" at 6 a quantity of 36 LF. 7 j. Change Item VI-I "16"DR-18 PVC Water Line"from a quantity of 682 8 LF to 756 LF 9 k. Change Item VI-4"16"Cut in Gate Valve and Vault"from a quantity of 10 1 EA to "16"Direct Bury Gate Valve"at a quantity of 1 EA 11 1. Add Item V1-18 "16"Gate Valve and Vault"at a quantity of 1 EA 12 m. Change Item VII-2 "8" SDR-26 PVC, CSS Backfill"from a quantity of 13 242 LF to 68 LF 14 n. Change Item VII-3 "8"D.I.P., CSS Backfill"from a quantity of 266 LF 15 to 445 LF 16 o. Change Item VII-5 "5' DIA STD SS Manhole(0'-6")"from a quantity of 17 2 EA to 1 EA 18 p. Change Item VII-7"Extra Depth for 5' Dia. MH"from a quantity of 29 19 VF to 22 VF 20 q. Remove Item VII-9"Cement Stabilized Backfill" 21 r. Change Item VII-11 "Vacuum Test SSMH"from a quantity of 5 EA to 4 22 EA 23 s. Change Item VII-12 "Concrete Collar"from a quantity of 5 EA to 4 EA 24 t. Change Item VIII-1 "Topsoil"from a quantity of 1692 CY to 1400 CY 25 u. Remove Item VIII-5 "Landscape Central Island"at a quantity of 1 LS. 26 v. Add Item VIII-5 "Pink Muhly Planting"at a quantity of 236 EA. 27 w. Add Item VIII-6 "White Muhly Planting"at a quantity of 211 EA. 28 x. Add Item VIII-7"9"Landscape Edge Detail"at a quantity of 505 LF. 29 y. Add Item VIII-8 "3"Mulch"at a quantity of 355 SY. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 000515-5 Addendum 2 Page 5 of 6 1 z. Add Item VIII-9 "3" Stabilized Decomposed Granite"at a quantity of 155 2 Sy. 3 aa. Add Item VIII-10 "Landscape Annual Maintenance"at a quantity of 2 4 EA. 5 3. Modification to Specifications: 6 a. Revise Section 99 99 00 Additional Specifications. 7 b. Add Old Decatur Geotechnical Report to the Appendix. 8 4. Modification to Plans: 9 a. Revise Cover sheet with city official's signatures. 10 b. Revise Sheet 9, Symbol 5 " 8"Curb"to"6"Curb". 11 c. Revise Sheet 10, Symbol 5 " 8"Curb"to" 6"Curb". 12 d. Revise Sheet 61, callout for inside of inside curb on truck apron to be "6" 13 high, 8"wide curb". 14 e. Revise Sheet 93, for added pavement marking lane dividers in 15 roundabout. 16 f. Add Sheet 109A, for project layout. 17 g. Revise Sheet 110, for added dimensions to removal. 18 h. Revise Sheet 111,for added/revised notes. 19 i. Revise Sheet 112,for revised notes. 20 j. Revise Sheet 113,for revised notes and removal of a manhole. 21 k. Revise Sheet I I3A,for storm drain installation. 22 23 24 25 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 000515-6 Addendum 2 Page 6 of 6 1 All other provisions of the contract documents,plans and specification shall remain unchanged. 2 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 3 the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the 4 time of bid submittal. 5 Receipt Acknowledged: 6 By: 1 PY en 7 Company: Jackson Construction, LTD 8 END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 s cNawanoaawr FI9VMVaa aNV DNUAaa lflogvc Nno2d 3f1NaAV a'IJNd-civo-d jf1ivDaQ mo a ti v ° how O x via 2 w� a Q ZN Wo a o two Wes° �$ H ¢z K. —<v ¢¢ a ¢ Cf) co rx W L W � O � w DC oa O R IN arc o Ai rl H � ao H � F w U uo W < QH Z ° H W un W H P4 ao ¢ OUZ °aQ U6 NW ^ 3 a uo Q QU ao� P4 U �a� on, q �o 0 N N O - N N 3k i 0000 MM'dUltd 0000-A SJNMgAO-JJM 99VMV)I(I(LKV DTAVa ifioavaxnod anNqAV FFIDMV-(IVO'J'dCUVOE[(j(I'lo z mw Lac) WZ j,0 u -1Z 0.11 0 S % I Or- 14,° P. 2 o. 0 0 ii,E m > o-G)O-aG(D SSGSO- 0- aaaa 's ME, MR6 1M Z 0& ...... 0 ------------ ------------ < ---------- o - 2 -—————————— §Jgg, 9 , a Am 1"U 0000 0000-x S NaY aAUUM aOvxraaa(INV a'UAda 1[10 aM(IOU gaKaAd ff IONd-QyOZI'<MI.FTOHQ Q70 p o gi Ul s N ° Q KU Oa G a m V C� Q✓' ti z MC W l� b I lux z p qua o N m b LLaeh�°.� �a _ _w ¢� m m > ��m gJc% bw? <C F U U ar'm' o o w o d° i�iYS'a;•e5o%", ita G- �' a z "J z ~ . o ■ `3 dm3 ° o ° €� O rFii qqU a �1 Wo W 4444 8 `d"'ILd C a 54 -MO?J 0350d0bd--��__ _ '� 1 " Moa 03sodOdd Q — — > " I a o 0 o � o o < o 3 �w oo °�z o ui Z� N U U U -I JU O O O m a m d z 0 z z D O p LJ � o oQ m o w o ``'o w W Q > ^ W N J 0 J 0 z 4 °z ii Z o d z N Q � m 1z N o x w o o Uf UN O Q c[ N4 MOO,N NSQ 3 i3 Q o °¢ o O °S4 = w NZj�N o E Y ,n 3 in 3 - ja rcQ >a _ 8 MOd 03SOdMid nt M021 03SOdOdd 3 J 1 f eA ! l ONO&V GM GRON IEIOgvaxnox am\L A v RIIDNV-(IVOIJ C110 U r7 Z ell 48, Nh zoo m 51", u Mal cast 8 3 - lot Ph WHO , 9 9 see. . . ------------- 9 86- S2 zi n Q 'co 0 - 1 Tx 0, can .5 4 Us 07 0 0-7, up "'r N-- unit 96 rixa mull aa --------------- --- ---------------- --- CD e°q 0 N C7 O� N Q O en w W I� � y CY) w w Po Z/1 ! 6 W o a z W i m `d O9 <o w W u N W a w zow ° w � <- P � U 00 Uw 6 � wD U OV a0 wU UU a a Q aK Otwii W �O ° Ep� '^ CiVI LLI ai m a a w (((//////// �z L m LL da J wo J Ny i g; oNw I� a J =� & & °MmW { R w �o m zm _ wJ �, m w 4 z J N LL LLJ U W u.. pM m Mrc > a > UH # a 4 °mz ol w n �t o � p S � wa L'J O a CO o ° Q z j �m m m% "a �W Nae'i U p� U. Ja a y ga w c u i ®® > 1 Q ^ 4 \ a O z a U O� I a m o zOm "YS11 ..a g �V r I V a M p] g EK K ° ° m 0 °° za I III I I I I � = — 0o <o — � U U C3 O � N o � U I K iv U m +nioox�rowc av�.....r=�dmv' Nx-i"fax aal!:`men ...s= n mob bw�o � s gWo gQg Qz who W mao ® e" s Ld r ao.3 q�' M W N ow go s moo s ®� 00 w oil in sit i ?a r o C eel a �• � 33 M o � y# 3 5 b 1 � r a 3 "� I y I N� °aW��`1 a bra & °"g 3 — �W3ihkW coq o~ 3 0 W 7I 3 h 3 nova g"___ plot 1 PW Mg 88s F 4�q o �4 — I1 o h 3 4 3� 3 £ W a 0 U ru, ,� a g Mzo ®® w o o W w ah S �i z 'i 8 - WE aooyo ¢��Wgpww PlPyy Ism_ w IlN m W <' ri 3 I � � Ir 4�, 41 I aw�lo� pig !0� II e Wa „zo 4D 1 3 o 3ry w8 Qn 2ro 4m I 13 wn I Po 8 I I B 2 II III � i II II- ce W�pN I II I� I 3 � I iry0 II IW II I z y 2 3 0 0 0 N 4 4 ti 3 m h N ti 4 O U I _ � IT SEEN I :11111: = 1111111C1.:E11I _ NMI ON In■■■�..■111■■■1:1.■, - . ■■■■■■■■■ .n.■111: - - 1:Cn 00.. 1 ■ - - 1C■n1:C■■ ■1CC■■ . .....1111■.. . on 1C.n■■..1 r #■••Elm .. ■■w■■mm■1� 1"■`�':�■:11_1 ■ 1n�1� , 51�I1 ■�'��1r=°.. ..1 ■��.���E�� ;h_ • ■loom■■©■®•�,.,a�l�. °e■■1��1 ■ n ONE .■■....�.rGn:■M.I■I mn.l.1.MINE n ■■n®■■■■■ Mimi t.■.■.�.1SI■.■.■■-!■�■�C■I.■1I� Roam 0mo no■ ■■■. C 111. PHNI■1 ■I.■ .■ ■.■ Q><ii]■�I■ !■■■Ian 1■■g .�■■ ■■■■n■ .. ..■■woma■.III !__.. .11 .■. CC■ ■ �� = Qn so=�1�IC . 1n■■■■ ■ ■w . ■ ■ ■1 11■■n■■■ © ■n■■■■ mn ■rya■a■ ■■'ran■®■■ e r ■n■1■■ ■ ■■f� 1■■�1�■■ n■n■■1 ■:�. , © ■ ■■n ■ :■■I•_ ■�■■ ®■no�n■■■ - n�1■ :1�l ■■1■1C:::C�on■■■ 11:■■n� e - 1111C ■n■1w111�o..■...n. i1Gl ■ ■ n■■!�■■■ ■■■■a ■■■■nME= ■ ■■■� Elm ■ ■11i1■1■■r �■■11C00 .`�:.. : . 1■ ■ ... ■n■°■N1 ■ ■■n■■ ■■ ■1�! I�■ I. .... ■ �® w D■C.■.11..1. � ■�.■.■■1�1■n.■■...■ ■ ■ 1■ ■■ma■■■ an■..■1■C■1.■.■.■■■.....• EMENWIll 1111 IN■mn■■ E ■ FFin ■■■ ■■■■■■■ ■n ME ME all I e 51�■4s, ..►.OEM• 11.1■1 „�■1'�10■ ■am _ LLl ■■■fill NO ■ ■■ ■■n■■■ n■■■■ ■�_•,___ --'--�I IN i■■m■ i3Yi■/111■■■ ■ml■■■m■■ . 51..■■■■■C1 . ...■■■■1■15th 1Rlil a51■■ SOMME a M.0 No :11111::::110 mono:::'�� ii:: �II�: .:....... ...1C.n■■ ■■0.1C :.. �■ - ■■■■1C■1■11■■■n■■n■ 15!!m!11■■�1■■ 11 Ip�ry ie; w ■:.:1:0111 :�CC111N::5 a MEND:? 111■■■■m■N 111 minim I mail gill No ' • : - EN 0 011'11����::::11;1:1:11,:: ■■ ■■■■I ■ n■■ .IIAmm■■E` ® 5�tbi • . ■■■ ■m■■I�■1�I17 I!I' ■■■■m m WNW.gym■ ■ �@o■■t#'#■1 11 1- ��I mlS1fE5Ti®glZlWE #■ 0 MEN 0 101101 MEN oil Emomm INN m Cn.■■ 1:1� 1�1 1.....111�1blow ■■■ ■ ���F2�liZ'll■Iil'LS" MEN �■ F E7 ■1■ml' .,tEIA■■■■... .� mm . ■■n ■■■:1■m■■■ ■I� Ei�Elc9mn■i1WfiWf\YW�filii■■■■ ■■memo\■■I1■1«IEnoE�p.MEN IN ■■■■ENE ¢■ 7■■■■ ..I mil B f it ■ ME . C, -- : : ■■n1:a■■■■■m � .:�31 1171■G�iiiezwem"'En�rzasnnm■■ ON 251 ■ ■■11■■■m MEN■aa0■ .�I■..■1s ■ ■i=�;1�11�:v 111 il ME 1......x..11■.10..1.■L.EA:.�ill.■■...1. E�]■■■F��l■■■■1111 ■■l!Cln■i5■n■■�1 ..... MOOSE mom■■■■■ ■■■m■■�`■�-__:: .... . n■■■■ m.■..■n■■ ■■.��... ■E■.....■..... ■■■■■■... ■■■■■■ .M ME ME■1■■■■■■■■m■■■ l■1m■■ammm■�■■■n■ is•�1■■n■■■■■■■ ■■nli��lm■fl�i \\■■ ■m■n .■n■■■■■■■■■1■■ag�'4"' ■r�1 ■■■■■■n1 -- ..■■...■■■... ■■nP1.1 ■._■■...... ..1III..■C■�■■Imm511■■■....0.1.■. .. ...... ..... .... ............ .1■..■... ..1.■.■■n■■■■■ ■■n■.1C■■■.■....11C..............0 - _ ..n...n.1......................n. ■■n■m■■■ ■■n■■■■■■■■■■■m■■■■■■n■ MIME 11111 ��� Lo O o o "' batitiw b z Ql - Nw Nen z �i I3 N Y iv 8 Rd wFw r arc F r 3gQ� � ' ���171 33 uai ¢ "� N¢ YSYP 3aok g ti�Q2°° a tt °a d° °a° 000 o a w w w w y o2°Oa° 'T-z �o @ 03 $ o D @� _ 3 J 8 `aa `W - y I ` — y � WP I i I a. - II `a o v� Jn 2b Ili b S / y n� 112 I m 4 _.. •] S gzg ig g�gu� tig ' pppp,�IICC II I I I' ti III y 13 I ° 8 _ s oc a ro I II IIo I F � I -- o� I boo I I 8 - . 3 M -- 8' ° I t R I�ry R K W 3 yy � W W �4 - II - I 1 ; �y M 9fi 15 s o, I li I iki a � U 3m s�o Z 2 - r rr yxN N4tiW — b" Q t C, � g�°"QW V WJ mb1go2 R-o O W a'� wtiy y 2 mW POW, - a p ° eyy w U b°x3o - moo° °g 3 � g � 3�ti3���h4 i O N �N M V - p���� yWa� y1p CD Cfl CD Cfl� � ® ass o e e g az m l , ,��'$ � ®(D o po N ow, W Jim- -I- 414 ��oso � y W E wF�$ NN W� 8 I lot 20 oom IMF �a S I e I w w �� wl z w w = ow= i y� 31 But .� zQa J� 3 w w U - o a�� g °i 2 II. I I W g p y - y �< _I -- I � Q 3 m fn w �y 0 4ti pu =4 - ' 3V7i lOT 4 - I N is i W l I ;3 �w4m ry SzX i1 � n _ - I II l0 } ° - I g� Oil w 6�N 1—h 'm o` mN _ —SAW I x kll I a m� �o 3� II � m8 WII lob I�zF !- v' SO'6+6'D ins 7g° ml w II w _ a'f �W I p — o �p - q N p 0 qN — W - I "8n NMI -_ p�� I I a II 'I gQ - a & I Wi -7t m�VIII y O ° _I I ,�"LLp � _ � 3 I I a I� z•zsN a w www i mll I I a I - II I I o •a o y � lnsw?sea o Nouonalsrvoo I I I I I � I Aanaodw3i o3sodoadll„ I°I I �Q� _ ___ _ ° �ryl 'z9 r n l n a' 'r9 a ''!S � y � a Wb��N Q d 3YVd 11 Td j Wild O w��'¢'ild � CD CO CEO Cep � Cep (gyp v o�W q¢� Q, LC) O O - o w ew o "p CO QD ®®� m wgo w <� w o s - r o 1 - oM- 0 It Z Doti 2 a�ao`o - @ v W BEE ----------- - QPR �� g 1w �V —I - __ - - t j - ,li NII ,� a`b3 II III �I mew;J°�'w -- II I III k �IwxNO W _ I IPW I � 4v g x 3 �J 1 0 6 6 9 f n C 4 I 9"b9 Iw w 4. b�n Id tl�3a/ N I I bOp06 11 - a h I .v w— I - _ o.d - - ��Oe 8� o gg Fw, h 4 r'nW 00'05+9 VIS HNI�HOlVW _ O£kaa4S_S _ O 4. -s- - M ° — 3 y °e I ° 0 1 I $1 ^ LT ytiN.h Tiv�GfnW N R 4 - ti 3 m H _ p N CD CD I,- O LO a OV 001113-1 INVITATION TO OFFERORS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO OFFERORS 3 INCENTIVE-BASED COMPETITIVE SEALED PROPOSAL 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Old Decatur Rd and Angle Ave Roundabout will be received 6 by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throcklnorton Street 11 Fort Worth,Texas 76102 12 until 1:30 P.M. CST, Thursday, February 26, 2015, and bids will be opened publicly and read 13 aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 Reconstruct one(1)intersection at Old Decatur Road and Angle Ave to a multi-lane roundabout. 17 18 The major work will consist of the following items: 19 7115 SY Concrete Paving, 600 LF 24"RCP Storm Drain, Center Island Landscape and Irrigation, 20 700 LF 16"Water Line, 600 LF 8" Sewer Line, Street Lighting, Pavement Markings and 21 Signage. 22 23 PREQUALIFICATION 24 The improvements included in this project must be performed by a contractor who is pre- 25 qualified by the City at the time of bid opening. The procedures for qualification and pre- 26 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO OFFERORS. 27 28 COMPETITIVE SEALED PROPOSAL 29 Submission requirements for the competitive sealed proposals shall be found in the Instructions to 30 Offerors. 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.fortworth ov.or purchasini4/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. 38 39 Copies of the Contract Documents may be purchased from 40 Freese and Nichols,Inc.,4055 International Plaza, Ste. 200,Fort Worth, TX 76109, 817-735- 41 7583. Call minimum of 24 hours in advance to schedule pickup: 42 The cost of the Contract Documents is: 43 Set of Contract Documents with half size drawings: $100 44 45 46 47 48 CITY OF FORT WORTH Old Decatur Rd and Angle Ave Roundabout COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 JANUARY 29,2015 001113-2 INVITATION TO OFFERORS Page 2 of 2 1 PRE-PROPOSAL CONFERENCE 2 A pre-proposal conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 3 OFFERORS at the following location, date, and time: 4 DATE: Monday, February 16 ,2015 5 TIME: 10:00 A.M. 6 PLACE: Pre-Council Chambers 7 LOCATION: City Hall-2,d Floor 8 1000 Throckmorton St. 9 Fort Worth,Texas 76102 10 11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Lissette Acevedo,PE, City of Fort Worth 17 Email: Lissette.Acevedo@,fortwortl7texas.gov 18 Phone: 817-392-2722 19 AND/OR 20 Attn: Mitch Aiton,Freese and Nichols 21 Email: mragfreese.com 22 Phone: 817-735-7583 23 24 ADVERTISEMENT DATES 25 January 29, 2015 26 February 5, 2015 27 28 END OF SECTION CITY OF FORT WORTH Old Decatur Rd and Angle Ave Roundabout COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY 29,2015 0021 13-1 INSTRUCTIONS TO OFFERORS Page 1 of 17 1 SECTION 00 2113 2 INSTRUCTIONS TO OFFERORS 3 Competitive Sealed Proposal 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO OFFERORS,which are defined in Section 00 7 72 00 -GENERAL CONDITIONS. 8 1.1.1.In the following listed Sections any reference to the term"Bidder" shall also 9 mean "Offeror"and to "Bid" shall mean"Proposal". 10 1.1.1.1. 00 35 13 Conflict of Interest Affidavit 11 1.1.1.2. 00 43 13 Bid Bond 12 1.1.1.3. 00 43 37 Vendor Compliance to State Law Nonresident Bidder 13 1.1.1.4. 00 45 11 Bidders Prequalifications 14 1.1.1.5. 00 45 12 Bidders Prequalification Statement 15 1.1.1.6. 00 45 26 Contractors Compliance with Workers Compensation Law 16 1.1.1.7. 00 61 13 Performance Bond 17 1.1.1.8. 00 61 14 Payment Bond 18 1.1.1.9. 00 61 19 Maintenance Bond 19 1.1.1.10. 00 6125 Certificate of Insurance 20 21 1.2.Certain additional terms used in these INSTRUCTIONS TO OFFERORS have the 22 meanings indicated below which are applicable to both the singular and plural thereof. 23 24 1.2.1. OFFEROR: Any person,firm,partnership, company, association, or corporation 25 acting directly through a duly authorized representative, submitting a bid for 26 performing the work contemplated under the Contract Documents. 27 28 1.2.2. Nonresident OFFEROR Any person, firm,partnership, company, association, or 29 corporation acting directly through a duly authorized representative, submitting a 30 bid for performing the work contemplated under the Contract Documents whose 31 principal place of business is not in the State of Texas. 32 33 1.2.3. Successful OFFEROR: The lowest responsible and responsive Bidder to whom 34 City(on the basis of City's evaluation as hereinafter provided)makes an award. 35 36 2. Copies of Bidding Documents 37 38 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 39 resulting from the Offerors use of incomplete sets of Proposal Documents. 40 41 2.2.City and Engineer in making copies of Proposal Documents available do so only for the 42 purpose of obtaining Proposals for the Work and do not authorize or confer a license or 43 grant for any other use. 44 45 46 47 48 49 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-2 INSTRUCTIONS TO OFFERORS Page 2 of 17 1 3. Prequalification of Offerors (Prime Contractors and Subcontractors) 2 3 3.1.All Offerors and their subcontractors are required to be prequalified for the work types 4 requiring prequalification at the time of submitting proposals. Proposals received from 5 contractors who are not prequalified(even if inadvertently opened) shall not be 6 considered. Prequalification requirement work types and documentation are as follows: 7 8 3.1.1. Paving—Requirements document located at; 9 https://projectpoint.buzzsaw.coln/fortworthgov/Resources/02%20- 10 %20Consti-uction%20Documents/Contractor%20Prequalification/TPW%20Paving 11 %20Contractor%20Prequalification%20Program/PREQUALIFICATION%20REQ 12 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 13 14 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 15 hops://projectpoint.buzzsaw.conl/fort\vorthgov/Resources/02%20- 16 %20Construction%20Documents/Contractor%20Prequalification/TP W%20Paving 17 %20Contractor%20Prequalification%20Progranl/PREQUALIFICATION%20REQ 18 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 19 20 3.1.3. Water and Sanitary Sewer—Requirements document located at; 21 https://projectpoint.buzzsaw.com/fortwoi-thgov/Resources/02%20- 22 %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 23 OSanitary%20Sewer%20Contractor%20Prequalification%20Program/WSS%20pre 24 qual%20requirements.doc?public 25 26 27 3.2.Each Offeror unless currently prequalified,must be prepared to submit to City within 28 seven(7) calendar days prior to Proposal opening,the documentation identified in 29 Section 00 45 11,BIDDER PREQUALIFICATIONS. 30 31 3.2.1. Submission of and/or questions related to prequalification should be addressed to 32 the City contact as provided in Paragraph 6.1. 33 34 35 3.3.The City reserves the right to require any pre-qualified Offeror to submit such additional 36 information as the City, in its sole discretion may require, including but not limited to 37 manpower, equipment records, and information about key personnel to be assigned to 38 the project to assist the City in evaluating and assessing the ability of an Offeror to 39 deliver and successfully complete a quality product for the amount proposed within the 40 stipulated time frame.Failure to submit the additional information, if requested,may be 41 grounds for rejecting the Offeror as non-responsive. Affected Offerors will be notified 42 in writing of a recommendation to the City Council. 43 44 3.4.In addition to prequalification, additional requirements for qualification may be required 45 within various sections of the Contract Documents. 46 47 48 49 50 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 002113-3 INSTRUCTIONS TO OFFERORS Page 3 of 17 1 4. Examination of Proposal and Contract Documents,Other Related Data,and Site 2 3 4.1.Before submitting a Proposal, each Offeror shall: 4 5 4.1.1. Examine and carefully study the Contract Documents and other related data 6 identified in the Proposal Documents (including "technical data" referred to in 7 Paragraph 4.2. below).No information given by City or any representative of the 8 City other than that contained in the Contract Documents and officially 9 promulgated addenda thereto, shall be binding upon the City. 10 11 4.1.2. Visit the site to become familiar with and satisfy Offeror as to the general,local 12 and site conditions that may affect cost,progress,performance or furnishing of the 13 Work. 14 15 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 16 progress,performance or furnishing of the Work. 17 18 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 19 contiguous to the Site and all drawings of physical conditions relating to existing 20 surface or subsurface structures at the Site(except Underground Facilities)that 21 have been identified in the Contract Documents as containing reliable "technical 22 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 23 at the Site that have been identified in the Contract Documents as containing 24 reliable "technical data." 25 26 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 27 the information which the City will furnish.All additional information and data 28 which the City will supply after promulgation of the formal Contract Documents 29 shall be issued in the form of written addenda and shall become part of the Contract 30 Documents just as though such addenda were actually written into the original 31 Contract Documents.No information given by the City other than that contained in 32 the Contract Documents and officially promulgated addenda thereto, shall be 33 binding upon the City. 34 35 4.1.6. Perform independent research, investigations,tests,borings, and such other means 36 as may be necessary to gain a complete knowledge of the conditions which will be 37 encountered during the construction of the project. On request, City may provide 38 each Offeror access to the site to conduct such examinations, investigations, 39 explorations,tests and studies as each Offeror deems necessary for submission of a 40 Proposal. Offeror must fill all holes and clean up and restore the site to its former 41 conditions upon completion of such explorations,investigations,tests and studies. 42 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-4 INSTRUCTIONS TO OFFERORS Page 4 of 17 1 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 2 cost of doing the Work,time required for its completion, and obtain all information 3 required to make a proposal. Offerors shall rely exclusively and solely upon their 4 own estimates,investigation,research,tests, explorations, and other data which are 5 necessary for full and complete information upon which the proposal is to be based. 6 It is understood that the submission of a proposal is prima-facie evidence that the 7 Offeror has made the investigation, examinations and tests herein required. Claims 8 for additional compensation due to variations between conditions actually 9 encountered in construction and as indicated in the Contract Documents will not be 10 allowed. 11 12 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 13 between the Contract Documents and such other related documents. The Offeror 14 shall not take advantage of any gross error or omission in the Contract Documents, 15 and the City shall be permitted to make such corrections or interpretations as may 16 be deemed necessary for fulfillment of the intent of the Contract Documents. 17 18 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 19 20 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 21 the site which have been utilized by City in preparation of the Contract Documents. 22 The logs of Soil Borings, if any, on the plans are for general information only. 23 Neither the City nor the Engineer guarantee that the data shown is representative of 24 conditions which actually exist. 25 26 4.2.2. those drawings of physical conditions in or relating to existing surface and 27 subsurface structures (except Underground Facilities)which are at or contiguous to 28 the site that have been utilized by City in preparation of the Contract Documents. 29 30 4.2.3. copies of such reports and drawings will be made available by City to any Offeror 31 on request. Those reports and drawings may not be part of the Contract 32 Documents,but the "technical data" contained therein upon which Offeror is 33 entitled to rely as provided in Paragraph 4.02. of the General Conditions has been 34 identified and established in Paragraph SC 4.02 of the Supplementary Conditions. 35 Offeror is responsible for any interpretation or conclusion drawn from any 36 "technical data" or any other data, interpretations, opinions or information. 37 38 4.3.The submission of a Proposal will constitute an incontrovertible representation by 39 Offeror(i)that Offeror has complied with every requirement of this Paragraph 4; (ii)that 40 without exception the Proposal is premised upon performing and furnishing the Work 41 required by the Contract Documents and applying the specific means,methods, 42 techniques, sequences or procedures of construction(if any)that may be shown or 43 indicated or expressly required by the Contract Documents; (iii)that Offeror has given 44 City written notice of all conflicts, errors, ambiguities or discrepancies in the Contract 45 Documents and the written resolutions thereof by City are acceptable to Offeror, or 46 noting when said conflicts, etc.,have not been resolved through the interpretations by 47 City as described in Paragraph 6.; and(iv)that the Contract Documents are generally 48 sufficient to indicate and convey understanding of all terms and conditions for 49 performing and furnishing the Work. 50 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETffVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 002113-5 INSTRUCTIONS TO OFFERORS Page 5 of 17 1 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos,Polychlorinated 2 biphenyls (PCBs),Petroleum, Hazardous Waste or Radioactive Material covered by 3 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 4 Documents. 5 6 5. Availability of Lands for Work,Etc. 7 8 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 9 access thereto and other lands designated for use by Contractor in performing the Work 10 are identified in the Contract Documents. All additional lands and access thereto 11 required for temporary construction facilities, construction equipment or storage of 12 materials and equipment to be incorporated in the Work are to be obtained and paid for 13 by Contractor. Easements for permanent structures or permanent changes in existing 14 facilities are to be obtained and paid for by City unless otherwise provided in the 15 Contract Documents. 16 17 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 18 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 19 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel 20 the award of contract at any time before the Offeror begins any construction work on the 21 project. 22 23 5.3. The Offeror shall be prepared to commence construction without all executed right-of- 24 way, easements, and/or permits, and shall submit a schedule to the City of how 25 construction will proceed in the other areas of the project that do not require permits 26 and/or easements. 27 28 6. Interpretations and Addenda 29 30 6.1.All questions about the meaning or intent of the Proposal Documents are to be directed to 31 City in writing on or before 2 p.m.,the Monday prior to the Proposal opening. 32 Questions received after this day may not be responded to. Interpretations or 33 clarifications considered necessary by City in response to such questions will be issued 34 by Addenda delivered to all parties recorded by City as having received the Proposal 35 Documents. Only questions answered by formal written Addenda will be binding. Oral 36 and other interpretations or clarifications will be without legal effect. 37 38 Address questions to: 39 40 City of Fort Worth 41 1000 Throcklmorton Street 42 Fort Worth, TX 76102 43 Attn: Lissette Acevedo,PE, City of Fort Worth Transportation and Public Works 44 Fax: (817)392-6543 45 Email: Lissette.Acevedo @fortworthtexas.gov 46 Phone: (817) 392-2722 47 48 49 6.2.Addenda may also be issued to modify the Proposal Documents as deemed advisable by 50 City. 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-6 INSTRUCTIONS TO OFFERORS Page 6 of 17 1 6.3.Addenda or clarifications may be posted via Buzzsaw at 2 https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Projects/TPW- 3 2014- 4 000089%20%200ld%20Decatur%20Rd%20%20IH820%20South%20to%20Angle%20 5 Ave/Bid%20Documents%2OPackage. 6 7 6.4.A Pre-proposal conference may be held at the time and place indicated in the 8 Advertisement or INVITATION TO OFFERORS. Representatives of City will be 9 present to discuss the Project. Offerors are encouraged to attend and participate in the 10 conference. City will transmit to all prospective Offerors of record such Addenda as 11 City considers necessary in response to questions arising at the conference. Oral 12 statements may not be relied upon and will not be binding or legally effective. 13 14 7. Bid Security 15 16 7.1.Each Proposal must be accompanied by Bid Bond made payable to City in an amount of 17 five(5)percent of Offeror's maximum price proposed on form attached, issued by a 18 surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 19 20 7.2.The Bid Bond of all Offerors will be retained until the conditions of the Notice of Award 21 have been satisfied. If the Successful Offeror fails to execute and deliver the complete 22 Agreement within 10 days after the Notice of Award, City may consider Offeror to be in 23 default,rescind the Notice of Award, and the Bid Bond of that Offeror will be forfeited. 24 Such forfeiture shall be City's exclusive remedy if Offeror defaults. The Bid Bond of all 25 other Offerors whom City believes to have a reasonable chance of receiving the award 26 will be retained by City until final contract execution. 27 28 8. Contract Times 29 The number of days within which, or the dates by which, Milestones are to be achieved in 30 accordance with the General Requirements and the Work is to be completed and ready for 31 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 32 attached Proposal Form. 33 34 9. Incentive/Disincentives 35 36 Provisions for Incentives and Disincentives are defined in the Supplementary Conditions and 37 set forth in the Agreement. 38 39 10. Liquidated Damages 40 Provisions for liquidated damages are set forth in the Agreement. 41 42 11. Substitute and "Or-Equal" Items 43 The Contract,if awarded,will be on the basis of materials and equipment described in the 44 Proposal Documents without consideration of possible substitute or "or-equal" items. 45 Whenever it is indicated or specified in the Proposal Documents that a "substitute" or "or- 46 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 47 City, application for such acceptance will not be considered by City until after the Effective 48 Date of the Agreement. The procedure for submission of any such application by Contractor 49 and consideration by City is set forth in Paragraphs 6.05A, 6.0513 and 6.05C of the General 50 Conditions and is supplemented in Section 0125 00 of the General Requirements. 51 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-7 INSTRUCTIONS TO OFFERORS Page 7 of 17 1 2 3 4 5 12. Subcontractors, Suppliers and Others 6 7 12.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 8 12-2011 (as amended),the City has goals for the participation of minority business 9 and/or small business enterprises in City contracts.A copy of the Ordinance can be 10 obtained from the Office of the City Secretary. The Offeror shall submit the MBE 11 and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime 12 Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or 13 Joint Venture Form as appropriate. The Forms including documentation must be 14 received by the City no later than 5:00 P.M. CST, five (5) City business days after the 15 Proposal opening date. The Offeror shall obtain a receipt from the City as evidence 16 the documentation was received. Failure to comply shall render the proposal as non- 17 responsive. 18 19 1.2.No Contractor shall be required to employ any Subcontractor, Supplier, other person or 20 organization against whom Contractor has reasonable objection. 21 22 2. Submittal Requirements 23 24 2.1.The Offeror shall address each of the following items in the same order in which they are 25 set forth below. Tabbed sections are recommended,but are not required. 26 27 2.2.Proposal Form-Provide the information as required in Section 00 42 01 Proposal Form, 28 to establish: 29 30 2.2.1.Offeror's general information 31 2.2.2.Proposal Price 32 2.2.3.Contractor-Specified Time of Completion. 33 34 2.3.Offeror's Relevant Experience-The Offeror shall demonstrate experience in delivering 35 similar work as expressed in the Proposal Documents. Five(5)projects should be 36 provided and should have been completed in the last 5 years. 37 The Offeror should call attention to the following items for each project listed: 38 Project Name, Client Name Project Contact Name,Phone and Email, Contract Time 39 and Actual Completion Time. The Offeror should present projects that demonstrate 40 experience in the following categories: 41 42 2.3.1. Projects that demonstrate successful reconstruction of existing arterial 43 intersections to roundabouts. 44 2.3.2. Projects that demonstrate reconstruction, expansion,widening or 45 improvements to existing arterial intersections 46 2.3.3. Projects that demonstrate experience in the reconstruction, expansion, 47 widening or improvements to existing arterials. 48 2.3.4. Projects where the reconstruction, expansion,widening, or improvements 49 were completed on an accelerated schedule 50 2.3.5. Greenfield arterial projects on an accelerated schedule. Greenfield 51 arterial projects may not be considered relevant experience. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-8 INSTRUCTIONS TO OFFERORS Page 8 of 17 1 2 3 4 5 2.4.Offeror's Key Personnel: The Offeror shall include an organizational chart(maximum of 6 1 page) and resume(maximum of 1 page per person) of key team members that the 7 Offeror anticipates assigning to the Project. The Offeror should, at a minimum, 8 provide personnel experience for the Project Manager, Superintendent, and the 9 foreman/foremen. The personnel experience should include each team member's: 10 11 2.4.1.Name 12 2.4.2.Role and Responsibility 13 2.4.3.Years of experience with the Offeror 14 2.4.4.Years of experience in this role with Offeror or with others 15 2.4.5. Years of Experience in construction of this nature with Offeror or with 16 others 17 2.4.6. Relevant experience as listed in Section 13.3 specifically within the last 5 18 years 19 2.4.7.Columitment to the Project(Full Time/Part Time) 20 21 2.5.Minority Business Enterprise(MBE)Provisions: 22 23 2.5.1. All Offerors shall note that it is the policy of the City of Fort Worth to 24 ensure the full and equitable participation of Minority Business 25 Enterprises (MBE)in the procurement of goods and services. If the total 26 dollar value of the contract is greater than$50,000,then an MBE 27 subcontracting goal may be applicable. 28 29 2.5.2.The MBE goal on this project is 16%. 30 31 2.5.3. Interested Offerors must obtain a MBE listing from the M/WBE Office 32 at 817-212-2674 to ensure that MBE listings reflect only those currently 33 certified by the North Central Texas Regional Certification Agency 34 (NCTRCA)located in the six(6) county geographic marketplace that has 35 been accepted by the City("Marketplace"). The Marketplace is made up 36 of the counties o£ Tarrant,Dallas,Denton, Johnson,Parker and Wise. 37 Offerors are strongly encouraged to confirm that each MBE that it 38 intends to use is located in the geographic marketplace to ensure that the 39 MBE will be counted towards the established goal. 40 41 2.5.4. Minority Business Enterprise is defined as a business concern located in 42 the Marketplace meeting the following criteria: 43 44 2.5.4.1. is at least 51 percent owned by one or more minority persons, or, in the 45 case of any publicly owned business, at least 51 percent of the 46 stock is owned by one or more minority persons; and 47 2.5.4.2. management and daily business operations are controlled by one or more 48 minority persons who own it. 49 50 2.5.5. The business must be certified prior to recommendation of award in 51 order for the participation to be counted towards the established goal. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-9 INSTRUCTIONS TO OFFERORS Page 9 of 17 1 2 2.5.6. If an Offeror is certified as a DBE,MBE, SBE or WBE firm,please be 3 aware that the City's Ordinance does not allow a certified company to 4 count itself towards the established goal;the goal represents 5 subcontracting opportunities. 6 7 2.5.7. If an Offeror(regardless of certification status or if a non-D/M/S/BE), 8 however, forms a joint venture with one or more MBE(s), the MBE joint 9 venture percentage participation will be counted towards the established 10 goal. The appropriate City of Fort Worth Joint Venture form must be 11 submitted for review and approval in order for it to be counted. The City 12 of Fort Worth strongly encourages joint ventures. 13 14 2.5.8. The information required for the Proposal is on the Best Value 15 Utilization Form provided with the Proposal Documents. The Proposal 16 shall include: (1)the name, address and telephone number of each MBE; 17 (2)the description of the work to be performed by each MBE; and(3)the 18 approximate dollar amount/percentage of the participation. 19 20 2.5.9. Offerors must submit the best value utilization forin within 5 business 21 days of submitting their Competitive Sealed Proposal. 22 23 2.5.10. If Offeror fails to identify firms to meet the stated MBE goal, in part or 24 in whole,then a detailed explanation must be submitted to explain the 25 Good and Honest Efforts the Offeror made to secure MBE participation. 26 27 2.5.11. Failure to submit the MBE participation information or the detailed 28 explanation of the Offeror's Good and Honest Efforts to meet or exceed 29 the stated MBE goal,may render the proposal non-responsive. 30 31 2.6.Offeror's Detailed Schedule and Written Plan to achieve the Contractor-Specified Time 32 of Completion—Offeror shall demonstrate means and methods to complete the 33 project within the Offeror's specified time. The Offeror should call attention to the 34 following: 35 36 2.6.1. Baseline Schedule—The Offeror shall submit a Tier 3 Baseline Schedule in 37 accordance with Section 0132 16. The schedule should demonstrate the 38 Offeror's ability to achieve the Contractor-Specified Time of Completion. 39 40 2.6.2. Plan to Exceed Specified Time of Completion—The Offeror shall submit a plan 41 that demonstrates the Offeror's ability to achieve the Contractor-Specified Time 42 of Completion. The Plan should clearly identify the Critical Path Items and the 43 Plan to keep the project on schedule. The Plan should include,but not be limited 44 to: 45 13.6.2.1 Critical Path Plan 46 13.6.2.2 Demolition 47 13.6.2.3 Utility Adjustments and Coordination with Franchise Utilities 48 13.6.2.4 Storm Drain and Coordination with Franchise Utilities 49 13.6.2.5 Subgrade Preparation/Placement 50 13.6.2.6 Paving Operations 51 13.6.2.7 Pavement Marking and Signage CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-10 INSTRUCTIONS TO OFFERORS Page 10 of 17 1 13.2.6.8 Deliveries and Haul-offs 2 13.2.6.9 Hours of Operation 3 13.6.2.9.1 Offeror's Equipment and Procedures for Night Work 4 13.6.2.10 Offeror's Resources to reach Substantial Completion 5 13.2.6.10.1 Supervision 6 13.2.6.10.2 Safety 7 13.2.6.10.3 Engineering and Submittal Preparation 8 13.2.6.10.4 Labor 9 13.2.6.10.5 Equipment 10 11 2.7.In addition to the information provided above the Offeror shall submit the following 12 forms as part of the Proposal 13 14 2.7.1. Section 00 35 13 Conflict of Interest Affidavit 15 2.7.2. Section 00 42 43 Unit Price Proposal Form 16 2.7.3. Section 00 43 13 Bid Bond 17 2.7.4. Section 00 43 37 Vendor Compliance to State Law Nonresident Bidder 18 2.7.5. Section 00 45 12 Bidders Prequalification Statement 19 2.7.6. Section 00 45 26 Contractors Compliance with Workers Compensation 20 Law 21 22 3. Proposal Form 23 24 3.1.The Proposal Form is included with the Proposal Documents; additional copies may be 25 obtained from the City. 26 27 3.2.All blanks on the Proposal Form must be completed by printing in ink and the Proposal 28 Form signed in ink. Erasures or alterations shall be initialed in ink by the person 29 signing the Proposal Form. A Proposal price shall be indicated for each proposed 30 item, alternative, and unit price item listed therein. In the case of optional 31 alternatives,the words "No Bid," "No Change," or "Not Applicable" may be entered. 32 Offeror shall state the prices,written in ink in both words and numerals,for which 33 the Offeror proposes to do the work contemplated or furnish materials required.All 34 prices shall be written legibly. 35 36 3.3.Proposals by corporations shall be executed in the corporate name by the president or a 37 vice-president or other corporate officer accompanied by evidence of authority to 38 sign. The corporate seal shall be affixed. The corporate address and state of 39 incorporation shall be shown below the signature. 40 41 3.4.Proposals by partnerships shall be executed in the partnership name and signed by a 42 partner,whose title must appear under the signature accompanied by evidence of 43 authority to sign. The official address of the partnership shall be shown below the 44 signature. 45 46 3.5.Proposals by limited liability companies shall be executed in the name of the firm by a 47 member and accompanied by evidence of authority to sign. The state of formation of 48 the firm and the official address of the firm shall be shown. 49 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-11 INSTRUCTIONS TO OFFERORS Page 11 of 17 1 3.6.Proposals by individuals shall show the Offeror's name, official address, and if applicable 2 doing business as (d/b/a) documentation. 3 4 3.7.Proposals by joint ventures shall be executed by each joint venturer in the manner 5 indicated on the Proposal Form. The official address of the joint venture shall be 6 shown. 7 8 3.8.All names shall be typed or printed in ink below the signature. 9 10 3.9.The Proposal shall contain an acknowledgement of receipt of all Addenda,the numbers 11 of which shall be filled in on the Proposal Form. 12 13 3.10. Postal and e-mail addresses and telephone number for communications regarding the 14 Proposal shall be shown. 15 16 Evidence of authority to conduct business as a Nonresident Offeror in the state of 17 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 18 to State Law Non Resident Bidder. 19 20 4. Submission of Proposals 21 22 Proposals shall be submitted on the prescribed Proposal Form,provided with the Proposal 23 Documents, at the time and place indicated in the Advertisement or INVITATION TO 24 OFFERORS, addressed to City Manager of the City, and shall be enclosed in an opaque 25 sealed envelope,marked with the City Project Number,Project title,the name and address of 26 Offeror, and accompanied by the Proposal security and other required documents. If the 27 Proposal is sent through the mail or other delivery system,the sealed envelope shall be 28 enclosed in a separate envelope with the notation "PROPOSAL ENCLOSED" on the face of 29 it. 30 31 5. Modification and Withdrawal of Proposals 32 33 Proposals addressed to the City Manager and filed with the Purchasing Office cannot be 34 withdrawn prior to the time set for Proposal opening. A request for withdrawal must be made 35 in writing by an appropriate document duly executed in the manner that a Proposal must be 36 executed and delivered to the place where Proposals are to be submitted at any time prior to 37 the opening of Proposals. After all Proposals not requested for withdrawal are opened and 38 publicly read aloud,the Proposals for which a withdrawal request has been properly filed 39 may, at the option of the City,be returned unopened. 40 41 6. Opening of Proposals 42 43 Proposals will be opened and read aloud publicly at the place where Proposals are to be 44 submitted. The proposed price and the Contractor-Specified Time of Completion will be read 45 aloud. 46 47 7. Proposals to Remain Subject to Acceptance 48 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-12 INSTRUCTIONS TO OFFERORS Page 12 of 17 1 All Proposals will remain subject to acceptance for the time period specified for Notice of 2 Award and execution and delivery of a complete Agreement by Successful Offeror. City 3 may, at City's sole discretion,release any Proposal and nullify the Proposal security prior to 4 that date. 5 6 8. Evaluation of Proposals 7 8 8.1.Proposals will be evaluated by a Selection Team consisting of three(3)to five(5)people 9 from the relevant City Departments and one(1)person from each of the three(3) 10 design firms who prepared the Proposal Documents. 11 12 8.2.The City shall score the received Proposals based on the evaluation criteria below to 13 determine the Offeror that provides the Best Value. 14 15 8.3.Evaluation shall be based of the highest scoring of the Proposals with a maximum score 16 of 100 points apportioned as follows: 17 Points Evaluation Criteria Proposal Price 40 Contractor-Specified Time of Completion 20 Offelror's Relevant Experience 10 Offeror's Key Personnel 10 MWBE 10 Offeror's Detailed Schedule and Written Plan to 10 achieve the Contractor-Specified Time of Completion Maximum-.Score: 100 18 19 8.4.Points for Proposal Price shall be based on prices submitted by Offerors. The lowest 20 responsible Offeror's Proposal Price determines the baseline. All other Offeror's 21 Proposal Prices will be awarded Points according to the table below: 22 Responsible Ranges from Lowest Points Baseline from the owstto$SO,OOO...v 40 v $50,000.01 to $100,000 36 $100000 01 to,$I5b,000, 32.„ $150,000.01 to $200,000 28 $200,000;01 24' $300,000.01 to $400,000 20 $400000:01 to$SO:Q,00eo $500,000.01 to $600,000 12 $600;000.01 toe$%00,000 $700,000.01 to$800,000 4 Greater than$800,000:01 0 Maximum Score: 40 23 24 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-13 INSTRUCTIONS TO OFFERORS Page 13 of 17 1 2 8.5.Evaluation of Contractor-Specified Time of Completion shall be based on the difference 3 in days between the City-Specified Time of Completion and the Contractor-Specified 4 Time of Completion. Points shall be awarded as shown in the table below: 5 1 Points Completion 11 . Contractor-Specified Time of Complet ion The deference is zero(0)Days x the C©ritract6r Specified Time, City Specrfied:Tme For every two(2) days that the Contractors Specified 15-20 Time of Completion is less than the City Specified Time of Completion one (1) additional Point will be added to the 15 Points with a maximum of 20 Points ltior every twfl:(2 15) t 6 8pid T ,. Completion is more than the City Specified:Time of Completion one (1)additional Poiut will be deducted . ,; . from.:the 15 Points with ahln>Iinurn of zero({1)Poirits,>, Maximum Score: 20 6 7 8.6.Offeror's Relevant Experience shall be evaluated based on the relevancy of the 8 experience to the Project as defined in the Proposal Documents and in the Submittal 9 Requirements. Each of the five included projects will be awarded points for the listed 10 categories below that the project write-up demonstrates with a maximum score of ten 11 (10)points for a single project that demonstrates all desirable characteristics. The 12 score of the five projects will then be averaged to determine the score for the 13 Offeror's Experience. 14 Offeror's Relevant Experience—Per Project Points -Reconstruction of existing arterial intersections)to '`.2 Reconstruction or a major expansion of existing arterial 2 intersection Reconstruction or a inajc�r.expansion of an ex ti3ig Reconstruction, expansion,widening or improvements 2 for an arterial intersection or arterial project completed on an accelerated schedule GeneralPaving ,, Maximum Score: 10 15 16 17 18 19 20 21 22 23 24 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-14 INSTRUCTIONS TO OFFERORS Page 14 of 17 1 8.7.Offeror's Key Personnel shall be evaluated based on his/her relevant project experience. 2 Each key personnel(team member)will be awarded points for the listed category 3 that the resume demonstrates with a maximum score of ten(10)points for a single 4 team member that demonstrates all desirable characteristics. The scores of the 5 individual team members will then be averaged to determine the score for the 6 Offeror's Key Personnel. 7 8 Points Offeror's Key Personnel Key personn f hay prec�LOUSIy worked with.other team;. members within the past,:years Key persomiel has Relevant Experience as outlined in 2 Section 13.3 Key personnel has clearly defined role and past 2 experience in tliatxole` Key Personnel has been with the company three(3) or 2 more years Key Personnel ctearl�shows&,time comtnitrr'en,ta'proj ect;, 2"- Maximum Score: 10 9 10 12 8.8 Minority Business Enterprise Provisions: 13 14 All Offerors shall note that it is the policy of the City of Fort Worth to ensure the full and 15 equitable participation of Minority Business Enterprises (MBE) in the procurement of 16 goods and services. If the total dollar value of the contract is greater than $50,000, then 17 an MBE subcontracting goal may be applicable. 18 19 The MBE goal on this project is 16%. 20 21 Interested Offerors must obtain a MBE listing fiom the M/WBE Office at 817-212-2674 22 to ensure that MBE listings reflect only those currently certified by the North Central 23 Texas Regional Certification Agency (NCTRCA) located in the six (6) county 24 geographic marketplace that has been accepted by the City ("Marketplace"). The 25 Marketplace is made up of the counties o£ Tarrant, Dallas, Denton, Johnson, Parker and 26 Wise. Offerors are strongly encouraged to confirm that each MBE that it intends to use is 27 located in the geographic marketplace to ensure that the MBE will be counted towards 28 the established goal. 29 30 A Minority Business Enterprise is defined as a business concern located in the 31 Marketplace meeting the following criteria: 32 33 a. is at least 51 percent owned by one or more minority persons, or, in the case of 34 any publicly owned business, at least 51 percent of the stock is owned by one or more 35 minority persons; and 36 37 b. management and daily business operations are controlled by one or more 38 minority persons who own it. 39 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 0021 13-15 INSTRUCTIONS TO OFFERORS Page 15 of 17 1 The business must be certified prior to recommendation of award in order for the 2 participation to be counted towards the established goal. 3 4 Offerors must submit the best value utilization form within 5 business days of submitting 5 their Best Value Proposal. 6 7 If an Offeror is certified as a DBE, MBE, SBE or WBE firm, please be aware that the 8 City's Ordinance does not allow a certified company to count itself towards the 9 established goal;the goal represents subcontracting opportunities. 10 11 If an Offeror (regardless of certification status or if a non- D/M/S/BE), however, forms a 12 joint venture with one or more MBEs, the MBE joint venture percentage participation 13 will be counted towards the established goal. The appropriate City of Fort Worth Joint 14 Venture form must be submitted for review and approval in order for it to be counted. 15 The City of Fort Worth strongly encourages joint ventures. 16 17 If Offeror failed to meet the stated MBE goal, in part or in whole, then a detailed 18 explanation must be submitted to explain the Good and Honest Efforts your firm made to 19 secure MBE participation. 20 21 Failure to submit the MBE participation information or the detailed explanation of the 22 proposer's Good and Honest Efforts to meet or exceed the stated MBE goal,may render 23 the proposal non-responsive. The MBE plan will be part of the final weighted selection 24 criteria. 25 MWBE SCORING Points Offeror Committed to Meet Goal 1.5 flffe"ror,utilized diverse ul=contractor team 1 5 Sub-contractor(s)performing significant work 1 Offers exceeded`goat, .. 1 Offeror exceeded goal by 50% 1 'Of ferozexceedeigbalby<;I.flOJ�, Acceptable Joint Venture for project 2 Maximum Score: 10 26 27 28 29 30 31 32 33 34 8.9.Offeror's Detailed Schedule and Written Plan to achieve the Contractor-Specified Time 35 of Completion—The schedule and plan will be scored according to the criteria listed 36 below. The schedule and plan should clearly show the Critical Path and how the Offeror 37 will achieve substantial completion and Contractor Specified Time of Completion. 38 Scoring will be based on the Offeror's ability to communicate the plan and schedule. 39 The score will be summed for a maximum of ten(10)points. 40 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-16 INSTRUCTIONS TO OFFERORS Page 16 of 17 Detailed Schedule and Written Plan to Points Achieve the Contractor-Specified Time of Completion Baseline=Scheduleprovided 7 Critical Path Identified 1 Critical Path Plan Provided 1 Plan communicates demolition and disposal process 1 Plan communicates utility and storm drain adjustments 1 Plan communicates subgrade preparation and 1 placement Plan communicates key,elements for:j4*_ g.a eraf ons 1 Plan communicates deliveries and haul-off procedures 1 Plan communicates hours,of operation 1 Plan communicates Offeror's resources to reach 1 Substantial Completion Marcum Score: 10 1 2 8.10. In the event of a tie in the total summation of Points for the Best Value,the lowest 3 Proposal Price will break the tie and determine the Successful Offeror. 4 5 8.11. City reserves the right to reject any or all Proposals, including without limitation the 6 rights to reject any or all nonconforming,nonresponsive,unbalanced or conditional 7 Proposals and to reject the Proposal of any Offeror if City believes that it would not 8 be in the best interest of the Project to make an award to that Offeror,whether 9 because the Proposal is not responsive or the Offeror is unqualified or of doubtful 10 financial ability or fails to meet any other pertinent standard or criteria established by 11 City. City also reserves the right to waive informalities not involving price, contract 12 time or changes in the Work with the Successful Offeror. Discrepancies between the 13 multiplication of units of Work and unit prices will be resolved in favor of the unit 14 prices. Discrepancies between the indicated sum of any column of figures and the 15 correct sum thereof will be resolved in favor of the correct sum. Discrepancies 16 between words and figures will be resolved in favor of the words. 17 18 8.12. Any or all Proposals will be rejected if City has reason to believe that collusion 19 exists among the Offerors,Offeror is an interested party to any litigation against 20 City, City or Offeror may have a claim against the other or be engaged in litigation, 21 Offeror is in arrears on any existing contract or has defaulted on a previous contract, 22 Offeror has performed a prior contract in an unsatisfactory manner, or Offeror has 23 uncompleted work which in the judgment of the City will prevent or hinder the 24 prompt completion of additional work if awarded. 25 26 8.13. City may consider the qualifications and experience of Subcontractors, Suppliers, and 27 other persons and organizations proposed for those portions of the Work as to which 28 the identity of Subcontractors, Suppliers, and other persons and organizations must 29 be submitted as provided in the Contract Documents or upon the request of the City. 30 City also may consider the operating costs,maintenance requirements,performance 31 data and guarantees of major items of materials and equipment proposed for 32 incorporation in the Work when such data is required to be submitted prior to the 33 Notice of Award. 34 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETIT'VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0021 13-17 INSTRUCTIONS TO OFFERORS Page 17 of 17 1 8.14. City may conduct such investigations as City deems necessary to assist in the 2 evaluation of any Proposal and to establish the responsibility, qualifications, and 3 financial ability of Offerors,proposed Subcontractors, Suppliers and other persons 4 and organizations to perform and furnish the Work in accordance with the Contract 5 Documents to City's satisfaction within the prescribed time. 6 7 8.15. Contractor shall perform with his own organization,work of a value not less than 8 35% of the value embraced on the Contract,unless otherwise approved by the City. 9 10 20. Award of Contract 11 12 20.1 If the Contract is to be awarded, it will be awarded to the Offeror whose evaluation 13 by City indicates that the Award will provide the Best Value for the City. 14 15 20.2 Pursuant to Texas Government Code Chapter 2252.001,the City will not award 16 contract to a Nonresident Offeror unless the Nonresident Offeror's Proposal is lower 17 than the lowest Proposal submitted by a responsible Texas Offeror by the same 18 amount that a Texas resident Offeror would be required to underbid a Nonresident 19 Offeror to obtain a comparable contract in the state in which the nonresident's 20 principal place of business is located. 21 22 20.3 A contract is not awarded until formal City Council authorization. If the Contract is 23 to be awarded, City will award the Contract within 90 days after the day of the 24 Proposal opening unless extended in writing. No other act of City or others will 25 constitute acceptance of a Proposal. Upon the contractor award a Notice of Award 26 will be issued by the City. 27 28 20.4 Failure or refusal to comply with the requirements may result in rejection of 29 Proposal. 30 31 21. Signing of Agreement 32 33 When City issues a Notice of Award to the Successful Offeror,it will be accompanied by 34 the required number of unsigned counterparts of the Agreement. Within 14 days 35 thereafter Contractor shall sign and deliver the required number of counterparts of the 36 Agreement to City with the required Bonds, Certificates of Insurance, and all other 37 required documentation. City shall thereafter deliver one fully signed counterpart to 38 Contractor. 39 40 41 42 END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0035 13 BID FORM Page 1 of 10 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.pd f CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr Signature:` - Fort Worth, Texas 76119 Title: Vice President END OF SECTION yWLa , CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Bid Proposal Workbook—Decatur-Addendum#2 0041 00 BID FORM Page 2 of 10 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Old Decatur Road and Angle Ave Roundabout City Project No.: #02014 Units/Sections: UNIT I -GENERAL UNIT II - PAVING UNIT III - DRAINAGE UNIT IV- PAVEMENT MARKING AND SIGNAGE UNIT V- ILLUMINATION UNIT VI -WATER UNIT VII - SEWER UNIT VIII - LANDSCAPING AND IRRIGATION 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. CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Bid Proposal Workbook—Decatur-Addendum#2 0041 00 BID FORM Page 3 of 10 c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Concrete Paving Construction/Reconstruction (15,000 square yards or less) b. Water Distribution, Urban/Renewal, 16 inch and smaller c. Sewer Collection System, Urban/Renewal, 8 inch and smaller d. Roadway Lighting 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 150 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.1a The Work associated with the water and sewer line along Old Decatur Road is to be complete within 90 days after the date the Contract Time commences. 4.2. Offeror accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 "If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Bid Proposal Workbook—Decatur-Addendum#2 0041 00 BID FORM Page 4 of 10 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid $1,974,380.86 7. Bid Submittal This Bid is submitted on 2126/2015 by the entity named below. Respectfully submitted, Receipt is acknowledged of the initial following Addenda: By: Addendum No. 1: X (S nature) Addendum No. 2: X Addendum No. 3: Troy L. Jackson Addendum No.4: (Printed Name) Title: Vice President Company: Jackson Construction, Ltd. Corporate Seal: Address: 5112 Sun Valley Dr Fort Worth, Texas 76119 State of Incorporation: Texas Email: DannyO,*acksonconstruction.net Phone: 817-572-3303 END OF SECTION CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Bid Proposal Workbook—Decatur-Addendum#2 00 42 43 BID PROPOSAL Page I of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Section Unit of Bid No. Description No. Measure Quantity Unit Price Bid Value UNIT I-GENERAL 1-1 Remove Conc Pvmt 0241 15 Sy 6,275 $8.00 $50,200.00 1-2 Remove Asphalt Pvmt 0241 15 Sy 880 $8.00 $7,040.00 1-3 Remove 10'Curb Inlet 0241 14 EA 2 $550.00 $1,100.00 1-4 Remove 20'Curb Inlet 0241 14 EA 1 $975.00 $975.00 1-5 Remove 24"Storm Line 0241 14 LF 400 $5.00 $2,000.00 1-6 Remove Barbed Wire Fence 0241 13 LF 780 $2.00 $1,560.00 1-7 Install Barbed Wire Fence 32 31 26 LF 650 $6.00 $3,900.00 1-8 Remove and Relocate Exist Sign 3441 30 EA 3 $750.00 $2,250.00 1-9 Traffic Control 3471 13 MO 5 $5,000.00 $25,000.00 1-10 Unclassified Excavation 31 2316 Cy 1,500 $19.00 $28,500.00 1-11 Borrow 312316 Cy 1,930 $25.00 $48250.00 1-12 Embankment 31 24 00 Cy 1,500 $1.00 $1,500.00 1-13 SWPPP z 1 acre 31 2500 LS 1 $10,000.0 $10,000.00 1-14 Portable Message Sign 99 99 01 EA 3 $15,300.00 $45,900.00 1-15 Site Clearing 31 1000 LS 1 1 $60,000.00 $60000'00 UNIT I-GENERAL Subtotal $288,175.00 UNIT II-PAVING II-1 Lime Material(48 Ibs/SY) 32 11 29 TN 184.13 $172.00 $31 670.36 11-2 8"Lime Treatment 32 11 29 Sy 7,672 $7.00 $53 704.00 II-3 10.5"Conc Pvmt 32 13 13 Sy 7,115 $62.00 $441 130.00 II-4 Integral Colored Concrete Truck Apron(10.5") 32 13 13 Sy 495 $110.00 $54 450.00 II-5 Integral Colored Concrete Medians(4") 32 13 13 SF 2,890 $9.00 $26 010.00 11-6 Integral Colored Concrete Pedestrian Buffer(4") 32 13 13 SF 1,425 $9.00 $12,825.00 II-7 4"Conc Sidewalk 32 13 20 SF 5,360 $6.00 $32,160.00 II-8 6"Concrete Curb(Inside Edge of Truck Apron) 32 16 13 LF 245 $2.00 $490.00 11-9 3"Mountable Curb(Outside Edge of Truck Apron) 32 16 13 LF 345 $2.00 $690.00 11-10 6"Mountable Curb(Outside Edge of Roundabout) 32 16 13 LF 250 $2.00 $500.00 II-11 Truncated Domes at Medians(Per Each Landing) 32 13 20 EA 6 $1,000.00 $6,000.00 II-12 6'Type M-1 Ramp 32 13 20 EA 6 $1,200.001 $7,200.00 11-13 6"Concrete Driveway 32 13 20 SF 550 $6.50 $3,575.00 11-14 Tempoarary Pavement(8"HMAC)TYPE B 32 12 16 Sy 6,150 $52.00 $319,800.00 II-15 Asphalt Transition Curb 32 12 16 EA 8 $500.00 $4,000.00 11-16 Splitter Island Truck Apron 32 13 13 Sy 125 $120.00 $15,000.00 UNIT 11-PAVING Subtotal $1,009,204.36 UNIT III-DRAINAGE 111-1 Concrete Collar 33 05 17 EA 1 $500.00 $500.00 III-2 24"RCP,Class 111 3341 10 LF 590 $69.00 $40,710.00 111-3 30"RCP,Class 111 3441 10 LF 150 $87.00 $13,050.00 111-4 15'Recessed Inlet 33 49 20 EA 1 $4,400.00 $4,400.00 III-5 20'Recessed Inlet 33 49 20 EA 2 $5,700.00 $11,400.00 III-6 10'Standard Inlet 33 49 20 EA 1 $3,800.00 $3,800.00 111-7 4'Storm Junction Box 33 49 10 EA 2 $2,400.00 $4800.00 111-8 6"Underdrain,Type 8(PVC) 33 46 00 LF 130 $17.00 $2,210.00 111-9 Gravel(Underdrain) 33 46 00 Cy 4 $45.00 $180.00 111-10 Geotextile Fabric(Underdrain) 33 46 00 Sy 15 $1.00 $15.00 III-11 PVC Connection to RCP 33 46 00 EA 1 $350.00 $350.00 111-12 Temproary Asphalt Paving Repair(4"Type B) 3201 18 LF 50 $45.00 $2,250.00 111-13 5'x3'RCB(plugs subsidiary to RCB) 3341 10 LF 24 $284.00 $6,816.00 UNIT III-DRAINAGE Subtotal $90,481.00 CITY OF FORT WORTH COWETITWE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Copy of Bid Proposal Workbook_Decatur-Addendum#2 00 42 43 BID PROPOSAL Page 2 of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Section Unit of Bid No. Description No. Measure Quantity Unit Price Bid Value UNIT IV-PAVEMENT MARKING AND SIGNAGE IV-1 4"SLD Pvmt Marking HAS(W) 32 17 23 LF 270 $1.25 $337.50 IV-2 4"SLD Pvmt Marking HAS(Y) 32 17 23 LF 940 $1.25 $1,175.00 IV-3 4"BRK Pvmt Marking HAS(W) 32 17 23 LF 220 $1.25 $275.00 IV-4 8"SLD Pvmt Marking HAS(W) 32 17 23 LF 800 $2.00 $1,600.00 IV-5 12"SLD Pvmt Marking HAE(W) 32 17 23 LF 115 $6.00 $690.00 IV-6 24"-10 Ft Segment-2 ft Gap(W) 32 17 23 LF 360 $8.00 $2,880.00 IV-7 Lane Legend Arrow 32 17 23 EA 7 $150.00 $1,050.00 IV-8 Lane Legend DBL Arrow 32 17 23 EA 5 $185.00 $925.00 IV-9 Lane Legend Yield Text 32 17 23 EA 6 $150.00 $900.00 IV-10 18"-2 Ft Segment-2 ft Gap(W) 32 17 23 EA 44 $20.00 $880.00 IV-11 Install 18"Yield Triangles 32 17 23 EA 27 $25.00 $675.00 IV-12 Furnish/Install Type 42 Signal Pole 3441 10 EA 2 $3,100.00 $6,20 .00 IV-13 Furnish/Install Mast Arm 16'-36' 3441 10 EA 2 $1,700.00 $3,400.00 IV-14 TY 3 Signal Foundation 3441 10 EA 2 $2,100.00 $4,200.00 IV-15 Furnish/Install Alum Sign Mast Arm Mount 3441 10 EA 4 $315.00 $1,260.00 IV-16 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 22 $350.00 $7,700.00 IV-17 Install Alum Sign Mast Arm Mount(Metro) 3441 30 EA 2 $520.00 $1,040.00 IV-18 4"SLD Pvmt Marking HAS(W)3'Stripe 9'Break 32 17 23 LF 36 $7.00 $252.00 UNIT IV-PAVEMENT MARKING AND SIGNAGE Subtotal $35,439.50 UNIT V-ILLUMINATION V-1 LED PC Lighting Fixture 34 41 20.01 EA 14 $850.00 $11,900.00 V-2 Ground Box,Small,w/Lid 3441 10 EA 7 $900.00 $6,300.00 V-3 Rdwy Ilium Foundation TY 3,5,6 and 8 34 41 20 EA 10 $1,600.00 $16,000.00 V-4 222-4 Quad Aluminum Electric Conductor 34 41 20 LF 1,822 $4.00 $7,288.00 V-5 2"CONDT PVC SCH 80(T) 26 05 33 LF 1,385 $12.00 $16,620.00 V-6 Temporary Lighting for Construction 99 99 02 LS 1 $5,200.00 $5,200.00 V-7 Pole Type 18 34 41 20 EA 10 $1,500.00 $15,000.00 V-8 Type 33A arm 34 41 20 EA 10 $250.00 $2,500.00 V-9 2"CONDT PVC SCH 80(B) LF 70 $40.00 $2 800.00 UNIT V-ILLUMINATION Subtotal $83,608.00 UNIT VI-WATER VI-1 16"DR-18 PVC Water Line 3311 12 LF 756 $70.00 $52,920.00 VI-2 16"D.I.P.Water Line 3311 12 LF 30 $192.00 $5,760. 0 VI-3 12"DR-14 PVC Water Line 3311 12 LF 113 $60.00 $6,780.00 VI-4 16"Direct Bury Gate Valve 33 12 20 EA 1 $17,000,00 $17,000.00 VI-5 12"Gate Valve and Vault 33 12 20 EA 2 $2,300.00 $4,600.00 VI-6 Fire Hydrant Assembly 33 12 40 EA 1 $4,000.00 $4,000.00 VI-7 D.I.Water Fittings 3311 12 TON 2.30 $11,000.00 $25300.00 VI-8 Connect to Existing 16"Water Line 331225 EA 3 $3,700.00 $11,100.00 VI-9 Remove Ex. 16"W.L. 0241 14 LF 30 $20.00 $600.00 VI-10 Remove Ex 30"Steel Casing 0241 14 LF 27 $20.00 $540.00 VI-11 6"Water Pipe 3311 12 LF 10 $52.00 $520.00 VI-12 6"Gate Valve 33 12 20 EA 1 $775.00 $775.00 VI-13 Trench Safety 33 05 10 LF 795 $1.00 $795.00 VI-14 Traffic Control 3471 13 MO 1 $3,000.00 $3,000.00 VI-15 Valve Box Adjust to Grade 33 05 14 EA 1 $100.00 $100.00 VI-16 Valve Vault Adjust to Grade 33 05 14 1 EA 1 $500.00 $500.00 VI-17 I 1"Water Service 33 12 10 EA 1 $925.00 $925.00 VI-18 16"Gate Valve and Vault 33 12 20 EA 1 $13,000.06 $13,000.001 CITY OF FORT NORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Copy of Bid Proposal Workbook_Decatur-Addendum#2 00 42 43 BID PROPOSAL Page 3 of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Section Unit of Bid N Description No. Measure Quantity Unit Price Bid Value o. UNIT VI-WATER Subtotal $148,215.00 UNIT VII-SEWER VII-1 8"SDR-26 PVC 3331 20 LF 323 $38.00 $12,274.00 VII-2 8"SDR-26 PVC,CSS Backfill 33 31 20 LF 68 $385.00 $26,180.00 VII-3 8"D.I.P.,CSS Backfill 3331 20 LF 445 $293.00 $130,385.00 VII-4 4'DIA STD SS Manhole(0'-6') 33 39 10 EA 2 $3,000.00 $6,000.00 VII-5 V DIA STD SS Manhole(0'-6') 33 39 10 EA 1 $6,000.00 $6,000.00 VII-6 Extra Depth for 4'Dia.MH 33 39 10 VF 3 $275.00 $825.00 VII-7 Extra Depth for 5'Dia.MH 33 39 10 VF 22 $525.00 $11,550.00 VII-8 Shallow Manhole 33 39 10 EA 1 $2,700.00 $2,700.00 VII-9 Trench Safety 33 05 10 LF 831 $1.00 $831.00 VII-10 Post-CCTV Inspection 3301 31 LF 831 $2.00 $1,662.00 VII-11 Vacuum Test SSMH 3301 30 EA 4 $175.00 $700.00 VII-12 Concrete Collar 33 05 17 EA 1 4 $450.00 $1,800.00 VII-13 End and Plug 8"SS Line 33 31 20 EA 1 $50.00 $50.00 VII-14 Manhole Adjustment,Major with Cover 33 05 14 EA 3 $1,500.00 $4,500.00 UNIT VII-SEWER Subtotal $205,457.00 UNIT VIII-LANDSCAPE AND IRRIGATION VIII-1 Topsoil 3291 19 Cy 1,400 $22.00 $30,800.00 VIII-2 Block Sodding 32 92 13 Sy 1,800 $5.00 $9,000.00 VIII-3 Seeding Broadcast 32 19 13 Sy 6,593 $2.00 $13,186.00 VIII-4 Drip Irrigation System-Central Island 99 99 03 LS 1 $12,000.00 $12,000.00 VIII-5 Pink Muhly Planting 99 99 04 EA 236 $40.00 $9,440.00 VIII-6 White Muhly Planting 99 99 05 EA 211 $40.00 $8,440. 0 VIII-7 9"Landscape Edge Detail 99 99 06 LF 505 $18.00 $9,090.00 VIII-8 3"Mulch 99 99 07 Sy 355 $4.00 $1,420.00 VIII-9 3"Stabilized Decomposed Granite 99 99 08 Sy 155 $35.00 $5,425.00 VIII-10 Landscape Annual Maintenance 99 99 09 EA 2 $7,500.00 $15,000.00 UNIT VIII-LANDSCAPE Subtotal $113,801.0 Decatur and Angle Roundabout Total 1 $1,974,380.86 END OF SECTION CITY OF FORT WORTH COWETHTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Copy of Hid Proposal Workbook_Decatur-Addendum 42 00 43 13 BID BOND Page 8 of 10 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) Jackson Construction, Ltd. hereinafter called the Principal, and (Surety Name) Surety Dame Here a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Spell Out Numbers Here and No/100 Dollars ($ Numerals Here .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Old Decatur Road and Angle Ave Roundabout 0 NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this day of 2015. By: Jackson Construction, Ltd. (Signature and Title of Principal) *By: Surety Name Here (Signature of Attorney-of-Fact) *Attach Power of Attorney(Surety)for Attorney-in-Fact Impressed Surety Seal Only END OF SECTION CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Bid Proposal Workbook—Decatur-Addendum#2 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 9 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 -State 1-lere or Blank , our principal place of business, are required to be `/a here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State I--lere or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr (Sign ure) Fort Worth, Texas 76119 Title: Vice President Date: s 1 e;o�! 11'Y END OF SECTION CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY 2015 Bid Proposal Workbook—Decatur-Addendum#2 d 00 45 12 BID FORM Page 10 of 10 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Paving Construction/Reconstruction Jackson Construction Ltd 3/1/2016 (15,000 square yards or less) Water Distribution, Urban/Renewal, 16 inch and Jackson Construction Ltd 4/30/2015 smaller Sewer Collection System, Urban/Renewal, 8 inch and Jackson Construction Ltd 4/30/2015 smaller Roadway Lighting Independent Utility Construction, Inc. 4/26/2015 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson ` -� 5112 Sun Valley Dr � ( ignature) Fort Worth, Texas 76119 Title: Vice President Date: `Z.127 END OF SECTION f E Cx g CITY OF FORT WORTH COMPETITIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 Bid Proposal Workbook—Decatur-Addendum#2 00 45 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 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. 02014. Contractor further certifies that,pursuant to Texas Labor Code, Section 6 406.096(b),as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 0 c n n tru °®n, LT r L.1 By: Jackson 12 Company (Please Print) 13 _ 14 �� ( SU�l Vo- �le-, �:D : Signature: 15 Address 17 v- t (� ( I 1 Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 REM dersi d authority, on this day personally appeared 26 fi , known to me to be the person whose name is 27 subscribVc o the foregoing inst ment, an acknowledged to me that he/she executed the same as 28 the act a eed of ,—1-1 � for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVY1,N UNDER MY HAND AND SEAL OF OFFICE this day of 32 20#:, h 33 34 ]", 35 , ARMEN 1. ESTEP 36 r'ubiic,State of Texas otary ublic in nd f r e St e of Texas 37 ommission Expires pril 06, 2016 38 END OF SECTION 391 fi"if 5i 11✓,pi, yr f4 i 0 69,1'( !(." I rGl +ry v 1 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 17% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 21 required to comply with the intent of the City's Business Diversity Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Waiver documentation. 27 Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- 28 responsive. Any questions,please contact the M/WBE Office at(817)392-6104. 29 30 SUBMITTAL OF REQUIRED DOCUMENTATION 31 The applicable documents must be received by the Managing Department, within the following 32 times allocated, in order for the entire bid to be considered responsive to the specifications. The 33 Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing 34 Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the 35 documentation in the time allocated. A faxed opy will not be accepted. 1. Subcontractor Utilization Form,if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form,if participation is less than the bid opening date,exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form,if no MBE participation: the bid opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if firm will received by 5:00 p.m., five (5) City business days after perform all sub contractin su lier work: the bid opening date,exclusive of the bid opening date. 5. Joint Venture Form,if utilizing a joint venture received by 5:00 p.m., five (5) City business days after to meet or exceed goal, the bid opening date,exclusive of the bid opening date. 36 END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 JANUARY,2015 RJETARY Agreement Page I of 4 AGREEMENT THIS AGREEMENT, authorized on September 29, 2015 is made by and between the City of Fort Worth, a Texas home rule municipality,acting by and through its duly authorized City Manager,("City"), and Jackson Construction, Inc.., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1.WORD Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2.PROJECT The project for which the Work under the Contract Documents may be the whole or only a prt is generally described as follows: Old Decatur and Angle Avenue Roundabout City Project Number: 02014 Article 3. CONTRACT TBIE 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Substantial Completion. The Work shall be Substantially Complete within {150} Days from the Notice to Proceed,which is the Contractor-Specified Time of Completion as submitted on the Proposal Form and as defined in the Supplementary Conditions. 3.3 Final Acceptance The work will be complete for Final Acceptance within 60 days of Substantial Completion. 3.41ncentive/Disincentive A.. Incentive Incentive for timely completion of the Work shall be the Daily Value of$3,000 per day. The Contractor will earn the Incentive for each Day that the Work is Substantially Complete prior to the Contractor-Specified Time of Completion taking into account any additional time extensions as documented in an approved Change Order. The Substantial Completion Date will be the date determined by the City and as stated on the Letter of Substantial Completion issued by the City. The maximum number of Days for which the incentive may be paid is limited to 30% of Days specified in the Contractor-Specified Time of Completion.Any extension granted in a Change Order does not increase the potential Incentive.Any extension granted in a Change Order does not increase the potential Incentive. Any Incentive payment earned by the Contractor shall be made at Final Payment. 1�� + 'rd kP� �F fijfilJ� CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 02014 Revised January,2015 -2 Agreement Page 2 of 4 B.Disincentive The Daily Value will be deducted from the monies due to the Contractor for each Day that expires after the time specified in the Contractor-Specified Time of Completion plus any additional time extensions as documented in an approved Change Order until the date stated in the Letter of Substantial Completion issued by the City. Any such Disincentive assessed shall be made at Final Payment. 3.5 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also 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 Six Hundred Fifty and no/100 Dollars ($650.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 4. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of One Million Nine Hundred Seventy-four Thousand Three Hundred Dollars and 86/100............................................................ ..Dollars($1,974.380.86). 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 Commitment Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. CITY OF FORT WORTH old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 02014 Revised January,2015 -3 Agreement Page 3 of 4 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued,become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6.INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include,without limitation,indemnity for costs,expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless,at its own expense,the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused,in whole or in part,by any act,omission or negligence of the city. Article 7.MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional,void or unenforceable by a court of competent jurisdiction shall be deemed stricken and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 02014 Revised January,2015 -4 Agreement Page 4 of 4 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas,Fort Worth Division. 7.6 Other Provisions. The Contractor agrees to pay at least minimum wage per hour for all labor as the same is classified, promulgated and set out by the City, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 7.7 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties("Effective Date"). Contractor: City of Fort Worth JACKSON CONSTRUCTION, LT ,� By: 04, Jesus J. Chapa .ti r� � 4 Assistant Ci ty Manag ( rgnature) Date 0 w LARRY H. Attest: (Printed Name) City cr tart' , (Seal) f$ , Title: . � , Address: on cancwiction, Ltde 5 112; Stin Valley Drive Fort e�T-u 76119 Date: �. Ir ,. ,�•� City/State/Zip: .Approved as to Form and Legality: x2e Date Dougas W.Blackuu Assistant City Attorney AP 1,RECOMMENDED: ;,, it (I Douglas W. iersig,P.E. f D IRE CTO ` Transportation and Public Works Department CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 02014 Revised January,2015 006113-1 PERFORMANCE BOND Page 1 of 1 SECTION 00 6113 Bond #1032162 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRA.N1 § 7 That we,Jackson Construction, Inc. known as "Principal"herein and The Hanover 8 Insurance Company , 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 11 pursuant to the laws of Texas,known as"City"herein,in the penal sum of, One Million Nine 12 Hundred Seventy-four Thousand Three Hundred Eighty Dollars and 86 cents.............. 13 ($1,974,380,86),lawful money of the United States,to be paid in Fort Worth, Tarrant County, 14 Texas for the payment of which sum well and truly to be made,we bind ourselves, our heirs, 15 executors, administrators, successors and assigns,jointly and severally,firmly by these presents. 16 WHEREAS,the Principal has entered into a certain written contract with the City 17 awarded the 29th day of September,2015,which Contract is hereby referred to and made a part 18 hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor and 19 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 20 as provided for in said Contract designated as Old Decatur and Angle Avenue Roundabout, 21 City Project Number: 02014 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it-obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders,under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City,then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 30 Worth Division. r` GITY CITY OF FORT WORTH '""° °°° -_-.�- �Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#:02014 Revised January,2015 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WIIEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 29th day of September,2015. 6 PRINCIPAL: 7 Jackson Construction, Ltd. 8 10 BY: ( a L 11 gipaYure 12 ATTEST: 13 14 Larry H Jackson, President 15 r' ipal)Secretar Name and Title 16 17 Address: 5112 Sun Valley Drive 18 19 Fort worth, 20 21 rtness as to Principal 22 SURETY: 23 The Hanover Insura Cq�pany 24 26 BY: d 27 Sipa 28 29 Jack M Crowley, Attorney in Fact 30 Name and Title 31 32 Address: 15305 North Dallas Parkway, #1100 33 34 Addison, TX 75001 35 I i 36 itneSsas &`Surety Telephone Number: 972-385-9800 37 38 39 40 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44 f", VY W,(i k CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#:02014 Revised January,2015 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Steven R.Foster,Jack M.Crowley,Patricia A.Smith and/or Marie Perryman of Dallas,TX and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,onlywithin the area therein designated any and all bonds,recognizances,undertakings, contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Thirty Five Million and No/100($35,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances, contracts of indemnity,waivers of citation and all otherwritings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982- Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 5th day of December 2011. THE HANOVER INSURANCE COMPANY .",,,,. MASSACHUSETTS BAY INSURANCE COMPANY k CITIZE_N Rr A N/C E� � ! IMPANY OF AMERICA SEAL 04 Jt �_ Robert Thomas.Vice President THE COMMONWEALTH OF MASSACHUSETTS ) 1�� �r-�nstrat�'r, �-t President COUNTY OF WORCESTER )ss. V is On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. M,,11AP'AI1A A.GAP11,CK N. ry Publc huGwrimSS(onEr t�s5aq.21.24i8 -. .. � Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7,1981 -The Hanover Insurance Company;Adopted April 14,1982-Massachusetts Bay Insurance Company;Adopted September7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 29th day of September 2015. THE HANOVER INSURANCE COMPANY h'ih yi MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA I T I at, {PU �f )B121/ h /I fif,it I'i T ,!fin Margosian,Vice President 006114-1 PAYI\4E,NT BOND Page 1 of 2 1 SECTION 00 6114 Bond 41032162 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Jackson Construction, Inc., known as "Principal" herein, and 8 The Hanover Insurance Company , a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal. 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of One Million Nine Hundred Seventy-four Thousand Three Hundred Eighty 13 Dollars and 86 Cents ($1,974,380.86), 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 29th day of September, 2015, which Contract is hereby referred to and made apart hereof for all 19 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 21 designated as Old Decatur and Angle Avenue Roundabout, City Project Number: 02014 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract,then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. � .i 30 CITY OF FORT WORTH 01d Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#:02014 January,2015 006114-2 PAYMENTBOND Page 2 of 2 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 29th day of September,2015. 3 PRINCIPAL: Jackson Construction, Ltd. ATTEST: BY: . �° - Signatur6 V Larry H Jackson, President )(Poipal) Sec ary Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 ss as to Principal SURETY: The Hanover - any ATTEST BY: m S��iature , Jack M Crowley, Attorney in Fact ( ur ) Secretary " Name and Title t Address: 15305 North Dallas Parkway, #1100 Addison. TX 75001 itne8s as tO Surety Telephone Number: 972-385-9800 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. If Surety's physical 7 address is different from its mailing address,both must be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION ............. l I� /tf J .os.. CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#:02014 January,2015 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Steven R.Foster,Jack M.Crowley,Patricia A.Smith and/or Marie Perryman of Dallas,TX and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings, contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States, not to exceed Thirty Five Million and No/100($35,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances, contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982- Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 5th day of December 2011. THE HANOVER INSURANCE COMPANY 010�,,,cHU?r+' MASSACHUSETTS BAY INSURANCE COMPANY " PTfi? CITIZENS, SURANCE POMPANY OF AMERICA SEAL 1078 Robert Thomas.Vice Pr ,sident r —� __( -' THE COMMONWEALTH OF MASSACHUSETTS ) � _._ COUNTY OF WORCESTER )ss. Joy Arvnstrnrn, i—C Pri5id8ftt On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. BAARA G'R"CK N Notary Public ' ti0[11tllOflil'Ed1ft1 Ot 4A2SSd4it115FItS �d�✓!C_.+G � -+`.mac_ .. � '~ GfiC•►-orrirRBrr;ssicr=E:c�A.r�sSept.2l,pnf6 Barbara A.Garlick,Notary Public My Commission Expires September 21,2018 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7,1981-The Hanover Insurance Company;Adopted April 14,1982-Massachusetts Bay Insurance Company;Adopted September7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 29th day of September 2015. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA lean Margosian,Vice President i r w. 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 Bond 41032162 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 J 8 That we Jackson Construction Inc known as "Principal"herein and 9 The Hanover Tns„ranee Company , a corporate surety(sureties, if more than 10 . one)duly authorized to do business in the State of Texas,known as "Surety"herein(whether one I 1 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas,known as "City"herein, in the sum of One Million 13 Nine Hundred Seventy-four Thousand Three Hundred Eighty Dollars and 86 Cents .......... 14 ($1,974,380.86), lawful money of the United States,to be paid in Fort Worth,Tarrant County, 15 Texas,for payment of which sum well and truly be made unto the City and its successors,we 16 bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, 17 firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the 29th day of September,2015,which Contract is hereby referred to and a made part hereof 21 for all purposes as if fully set forth herein,to furnish all materials, equipment labor and other 22 accessories as defined by law, in the prosecution of the Work, including any Work resulting from 23 a duly authorized Change Order(collectively herein,the"Work") as provided for in said contract 24 and designated as Old Decatur and Angle Avenue Roundabout. City Project Number:02014; and 25 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 30 31 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. d 341 ` � d gip„ CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS "" City Project#:02014 January,2015 006119-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work,for which timely notice was provided by City,to a completion 3 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH 01d Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#:02014 January,2015 006119-3 MAINTENANCE BOND Page,3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 29th day of September, 2015. 3 4 PRINCIPAL: 5 Jackson Construction, Ltd. 6 7 8 BY:C 'e"f4 rx-te YL� 9 ignat&e 10 ATTEST: 11 12 Larry H Jackson, President 13 �cipal)Se tary Name and Title 14 15 Address: 5112 Sun Valley Drive 16 17 Fort Worth, TX 76119 18 19 WilrMs"as" to Principal 20 SURETY: 21 The Hanover TnquranrvK"`.`r`1 any 22 23 24 BY: 25 —"'"gignature 26 27 Jack M Crowley, Attorney in Fact 28 AFTE S T: Name and Title 29 30 Address: 15305 North Dallas Parkway, 41100 31 (Sui,k6iy) t cr sk�,,, ary 32 Adciisonf TX .75001 33 34 s to,Surety Telephone Number: 972-385-9800 35 36 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 ................. if "VA CITY OF FORT WORTH Old Decatur and Angle Avenue Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#:02014 January,2015 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Steven R.Foster,Jack M.Crowley,Patricia A.Smith and/or Marie Perryman of Dallas,TX and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings, contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Thirty Five Million and No/100($35,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances, contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons!(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982- Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 5th day of December 2011. THE HANOVER INSURANCE COMPANY MAS xACHUSET I S BAY INSURANCE COMPANY `' I ; � CITIZENS SURANCE OMPANY OF AMERICA SEAL 1074 1 ILc Bert ncoma&Vice President THE COMMONWEALTH OF MASSACHUSETTS ) — ._- COUNTY OF WORCESTER )ss. Joe 8renstrom, Vict President On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. ""4G BAR9ARA X 21,11ICK �rN Notary Public �. `� CemmonaaatEh of Htassadsuselis GtyGamR-s=_icrEz�ir�sSep!.21.2.f8 Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7,1981 -The Hanover Insurance Company;Adopted April 14,1982-Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 29th day of September 2015. p ?fii THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA h,AL" A LAII,;(kA- i ! 'n Margosian,Vice President The 44� Hanover The Hanover Insurance Company 1440 Lincoln Street:Worcester,MA 01653 Insurance Group® Citizens Insurance Company of America 1645 West Grand River Avenue,Howell,MI 48843 Texas Complaint Notice IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call The Hanover Insurance Company/Citizens Usted puede Ilamar al numero de telefono gratis de The Insurance Company of America's toll-free telephone Hanover Insurance Company/Citizens Insurance Company number for information or to make a complaint at: of America's para informacion o para someter una queja al: 1-800-608-8141 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street 440 Lincoln Street Worcester, MA 01615 Worcester, MA 01615 You may contact the Texas Department of Insurance to Puede comunicarse con el Departamento de Seguros de obtain information on companies, coverages, rights or Texas para obtener informacion acerca de companias, complaints at: coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance: Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 P. O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 Fax: (512) 475-1771 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov Web: http://www.tdi.texas.gov E-mail: ConsumerProtection @tdi.state.tx.us E-mail: ConsumerProtection @ tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium or Si tiene una disputa concerniente a su prima o a un rec- about a claim you should contact the agent or the com- lamo, debe comunicarse con el agente o la compania pany first. If the dispute is not resolved, you may contact primero. Si no se resuelve la disputa, puede entonces the Texas Department of Insurance. comunicarse con el departamento (fDI). ATTACH THIS NOTICE TO YOUR POLICY:This notice is UNA ESTE AVISO A SU POLIZA: Este aviso es solo para for information only and does not become a part or con- proposito de informacion y no se convierte en parte o dition of the attached document. condicion del documento adjunto. 181-1457(5/12) JACKCON-02 SARMALKARPR �c®�® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/2312015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Willis Certificate Center Willis of Texas,Inc. PHONE EXt:(877)945-7378 FAX No; (888)467-2378 c/o 26 Century Blvd P.O.Box 305191 ADDRESS:certificates @willis.com Nashville,TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Starr Indemnity&Liability Company 38318 INSURED INSURERB:Texas Mutual Insurance Company 22945 Jackson Construction,Ltd. INSURER C: JCI Partners,Inc. 5112 Sun Valley Drive INSURER D: Fort Worth,TX 76119 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I 7ypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE ❑OCCUR X X 1000025444151 10/01/2015 10/0112016 PREMISES Ea occurrence $ 300,00 MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY 1 JE� D LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A X ANY AUTO X X SISIPCA08347315 10/01/2015 10/0112016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per.ccident 5 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE 1000022137 10/01/2015 10/01/2016 AGGREGATE $ 10,000,000 DED RETENTION$ Follow Form $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N X TSF 0001161633 20141001 10/01/2015 10/01/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project:Old Decatur and Angle Ave Roundabout.City Project No.#02014. City of Fort Worth is included as an Additional Insured as respects to General Liability and Auto Liability when required by contract. General Liability and Auto Liability policies shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of City of Fort Worth with respects to General Liability,Auto Liability and Workers Compensation as permitted by law SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Fort worth Gt?�e� 1000 Thrth,TX 761 U Fort Worth TX 76102 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID:JACKCON-02 SARMALKARPR LOC#: 1 ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Willis of Texas,Inc. Jackson Construction,Ltd. JCI Partners,Inc. POLICY NUMBER 5112 Sun Valley Drive EE PAGE 1 Fort Worth,TX 76119 CARRIER NAIC CODE EE PAGE 1 SEE P 1 EFFECTIVE DATE:SEE PAGE 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Description of Operations/Locations/Vehicies: when required by contract. Umbrella/Excess Follows Form ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 1000025444151 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s) Of Covered Operations Where Required By Written Contract Where Required By Written Contract Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section 11 — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(s) or equipment furnished in connection with such organization(s) shown in the Schedule, but only work, on the project (other than service, with respect to liability for "bodily injury", "property maintenance or repairs) to be performed by or damage" or "personal and advertising injury" on behalf of the additional insured(s) at the caused, in whole or in part, by: location of the covered operations has been 1. Your acts or omissions; or completed; or 2. The acts or omissions of those acting on your 2• That portion of "your work" out of which the behalf, injury or damage arises has been put to its in the performance of your ongoing operations for intended use by any person or organization the additional insured(s) at the location(s) other than another contractor or subcontractor designated above. engaged in performing operations for a principal as a part of the same project. However: 1. The insurance afforded to such additional C. With respect to the insurance afforded to these insured only applies to the extent permitted by additional insureds, the following is added to law; and Section III—Limits Of Insurance: 2. If coverage provided to the additional insured is If coverage provided to the additional insured is required by a contract or agreement, the required by a contract or agreement, the most we insurance afforded to such additional insured will pay on behalf of the additional insured is the will not be broader than that which you are amount of insurance: required by the contract or agreement to 1. Required by the contract or agreement; or provide for such additional insured. 2. Available under the applicable Limits of B. With respect to the insurance afforded to these Insurance shown in the Declarations; additional insureds, the following additional whichever is less, exclusions apply: This endorsement shall not increase the This insurance does not apply to "bodily injury" or applicable Limits of Insurance shown in the "property damage"occurring after: Declarations. CG 20 10 04 13 ©Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: 1000025444151 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Location And Description Of Completed Organization(s): Operations Where Required By Written Contract Where Required By Written Contract Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to required by the contract or agreement to include as an additional insured the person(s) or provide for such additional insured. organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or B. With respect to the insurance afforded to these "property damage" caused, in whole or in part, by additional insureds, the following is added to "your work" at the location designated and Section III—Limits Of Insurance: described in the Schedule of this endorsement If coverage provided to the additional insured is performed for that additional insured and included required by a contract or agreement, the most we in the"products-completed operations hazard". will pay on behalf of the additional insured is the However: amount of insurance: 1. The insurance afforded to such additional 1. Required by the contract or agreement; or insured only applies to the extent permitted by 2. Available under the applicable Limits of law; and Insurance shown in the Declarations; 2. If coverage provided to the additional insured is whichever is less. required by a contract or agreement, the insurance afforded to such additional insured This endorsement shall not increase the applicable will not be broader than that which you are Limits of Insurance shown in the Declarations. CG 20 37 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 *Starr indemnity &c Liability Company Dallas, TX 1-866-519-2522 Primary and Rion-Contributory Condition Policy Number: 1000025444151 Effective Date: October 1, 2015 at 12:01 A.M. Named Insured:Jackson Construction, Ltd. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. SECTION IV—CONDITIONS, condition 4. Other Insurance is amended as follows: 1. The following is added to paragraph 4.a. of the Other Insurance condition: This insurance is primary insurance as respects our coverage to the additional insured, where the written contract or written agreement requires that this insurance be primary and non-contributory. In that event, we will not seek contribution from any other insurance policy available to the additional insured on which the additional insured is a Named Insured. All other terms and conditions of this Policy remain unchanged. Signed for STARR INDEMNITY& LIABILITY COMPANY Charles H. Da6gelo, President Nehemiah E Ginsburg, GeneraVCounsel OG 107(04111) Page 1 of 1 Copyright©C.V.Starr&Company and Starr Indemnity&Liability Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc.,used with its permission. POLICY NUMBER: 1000025444151 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO U This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization to whom you become obligated to waive your rights of recovery against, under any contract or agreement you enter into prior to the occurrence of loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 1 ® WORKERS'COMPENSATION AND EMPLOYERS Tepxvg mutua LIABILITY INSURANCE POLICY InsuranceCampany WC 42 03 04 B 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: ALL TEXAS OPERATIONS 3. Premium The premium charge forthis endorsement shall be 2,00 percent of the premium developed on payroll in connection with work performed forthe above person(s) or organization(s) arising out of the operations described. 4.Advance Premium INCLUDED, SEE INFORMATION PAGE, This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy_) This endorsement,effective on at 12:01 A.M.standard time,forms a part of Policy No. TSF-000 1161633 20141001 of the Texas Mutual Insurance Company Issued to JACKSON CONSTRUCTION LTD Endorsement No. Premium$ NCC[Carrier Code 29939 Authorized Representative WG420304B(ED.6-01-2014) AGENT'S COPY QUSER 9-26-2014 JACKCON-02 SARMALKARPR DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis Certificate Center NAME: Willis of Texas,Inc. PHONE (g77 945-7378 FAX (888)467-2378 c/o 26 Century Blvd A/c No Ext: ) A/O,N° P.O.Box 305191 ADDRESS:certificates @willis.com Nashville,TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Starr Indemnity&Liability Company 38318 INSURED INSURER B:Texas Mutual Insurance Company 22945 Jackson Construction,Ltd. INSURER C: JCI Partners,Inc. 5112 Sun Valley Drive INSURER D: Fort worth,TX 76119 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MWDDIYYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE � PREMISES OCCUR X X 1000025444151 10/01/2015 10/01/2016 RE TED 300 000 Ea occurrence > $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 7 PRO-- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (CE,accOMBINED ident SINGLE LIMIT $ 1,000,000 A X ANYAUTO X X SISIPCA08347315 10/01/2015 10/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE 1000022137 10/01/2015 10/01/2016 AGGREGATE $ 10,000,000 DED i RETENTION$ Follow Form $ WORKERS COMPENSATION X PER I OTH- AND EMPLOYERS'LIABILITY STATUTE I ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN X TSF 0001161633 20141001 10/01/2015 10/01/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project:Old Decatur and Angle Ave Roundabout.City Project No.#02014. City of Fort Worth is included as an Additional Insured as respects to Genera(Liability and Auto Liability when required by contract. General Liability and Auto Liability policies shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of City of Fort Worth with respects to General Liability,Auto Liability and Workers Compensation as permitted by law SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Fort worth 1000 Throckmorton 0 Fort Worth TX 76102 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD JACKCON-02 SARMALKARPR CERTIFICATE OF LIABILITY INSURANCE DATE I0;MM/DD/YYYY) 0/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis Certificate NAME: Center Willis of Texas,Inc. PHONE FAx c/o 26 Century Blvd ac No E:t:(877)945-7378 A/C No): (888)467-2378 P.O.Box 305191 ADDRESS:certificates @willis.com Nashville,TN 37230-5191 INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Starr Indemnity&Liability Company 38318 INSURED INSURER B:Texas Mutual Insurance Company 22945 Jackson Construction,Ltd. INSURER C: JCI Partners,Inc. INSURER D 5112 Sun Valley Drive Fort worth,TX 76119 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AINSD SWVD POLICY NUMBER MM/DDIYYYY MM%DDY/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE To CLAIMS-MADE OCCUR X X 1000025444151 10/01/2015 10/01/2016 PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY JECOT- D LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 Ea accident A X ANY AUTO X X SISIPCA08347315 1010112015 1010112016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTYDAMAGE $ AUTOS Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE 1000022137 10/01/2015 1010112016 AGGREGATE $ 10,000,000 DED I I RETENTION$ Follow Form $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N X TSF 0001161633 20141001 1010112015 10/0112016 E.L.EACH ACCIDENT S 1,000,00 OFFICER/M EMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Project:Old Decatur and Angle Ave Roundabout.City Project No.#02014. City of Fort Worth is included as an Additional Insured as respects to General Liability and Auto Liability when required by contract. General Liability and Auto Liability policies shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of City of Fort Worth with respects to General Liability,Auto Liability and Workers Compensation as permitted by law SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Fort worth � EPQe1 1000 Throckmorton Fort Worth TX 76102 @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article1 —Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................... l 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 —Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions;Reference Points........................................................................................................... 11 4.01 Availability of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ............................................................................................................... 13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article5—Bonds and Insurance .....................................................................................................................16 5.01 Licensed Sureties and Insurers................................................................................................... 16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace........................................................... 19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence............................................................................................... 19 CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 6.02 Labor; Working Hours................................................................................................................20 6.03 Services,Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements;Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Representative .....................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 1 of 63 ARTICLE I –DEFINITIONS AND TERMINOLOGY 1.01 Defined Te7-772s A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement--The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder=The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaiv–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 COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 Clainz—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 Tinie—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 COMPETn VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 Communiy) Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement.—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 4 of 63 38. Final Inspection. – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item–An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Representative—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor=An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementaiy Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. SupplierA manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day,not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Ternis or Adjectives: CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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, Per forin, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work. Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of,-and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work. If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH COMPETfrVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual,or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page I 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 AvailabilioJ of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsuiface 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 Subsuf face or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any"technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Tinge Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if- 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.- The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,frrom 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) wising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06G shall obligate Contractor to indemni� any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured"on all liability policies. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations,personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Autofnobile 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 Iteins: 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 COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless Ciiy and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH COMPETH vE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbuf senzent: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended)by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 Genera]Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duo) 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemni� and hold harmless City,fi°om 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 perinits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH ICOMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS .JANUARY,2015 007200-1 General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.wuldow.state.tx.us/taxinfo/taxforms/93-foiins.htn-il 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH COMPETn VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 621, 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 CioJ. 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 Safeo)and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication.Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH COMPETIfVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 37 of 63 8.07 Limitations on City`s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for WorkPeiformed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City s Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor,if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH COMPETHWE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.0l.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 11.0I.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded..• The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 i£ 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The parry 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TFUE 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 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.Q. C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l.A.4 and 11.01.A.5, the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 00 72 00-1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.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 11.0I.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Thne A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any,which is to be furnished by the City. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation,inspection,testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction. or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH COMPET rVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 Cio3 May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payinents A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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 CffY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH COMPET I VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 Genera]Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.13); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and fmish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-I General Conditions Page 60 of 63 15.03 Cite May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 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.D shall become final and binding 30 days after termination of the mediation unless,within that time period, City or Contractor: CITY OF FORT WORTH COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to subnut the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Tunes 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007200-1 General Conditions Page 63 of 63 17.04 Sui°vival 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 COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS JANUARY,2015 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-1.01 "Defined Terms" 24 25 The following Terms listed in the General Conditions are modified as follows: 26 27 Bid—The offer or proposal of an Offeror submitted on the prescribed form setting forth the prices 28 for the Work to be preformed 29 30 Contract Time—The designated time to achieve Final Acceptance as stated in the Agreement. 31 32 Notice to Proceed—A written notice given by City to the Contractor fixing the date of the 33 Contractor-Specified Time of Completion and commencing the Contract Time. The Contractor 34 shall start to perform the Work as specified in the Contract Documents after receipt of the Notice 35 to Proceed. 36 37 The following listed of Terms are added to the General Conditions as follows: 38 39 City-Specified Time of Completion—The number of Days specified by City in the Proposal Form 40 as the maximum number of Days to achieve Substantial Completion. 41 42 Competitive Sealed Proposals—A procurement method by which a governmental entity requests 43 proposals,evaluates and ranks the Offerors,and negotiates a contract with a general contractor for 44 the construction,rehabilitation,alteration,or repair of a facility. 45 46 Contractor-Specified Time of Completion—The number of Days specified by the Offeror in the 47 Proposal form and subsequently memorialized in the Agreement and which becomes the 48 Contractor's agreed to number of Days to Achieve Substantial Completion. 49 50 Daily Value—The City-determined value in dollars as indicated in the Proposal Form as the value 51 of one Day for the purposes of determining the Incentive or Disincentive relative to the 52 Contractor-Specified Time of Completion and achievement of Substantial Completion. 53 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 Disincentive-The monies deducted from the Contract for every Day beyond the Contractor- 2 Specified Time of Completion until the Work is determined by City to be Substantially Complete. 3 The value of the Disincentive shall be the product of the Daily Value and number of days beyond 4 the Contractor-Specified Time of Completion that the Work is determined to be Substantially 5 Complete. THE DISINCENTIVE CARRIES NO LIMIT. 6 7 Incentive—The monies paid to the Contractor for every Day prior to the Contractor-Specified 8 Time of Completion the Work is determined by the City to be Substantially Complete. The value 9 of the Incentive shall be the product of the Daily Value and number of days that the Work is 10 determined to be Substantially Complete prior to the Contractor-Specified Time of Completion. 11 THE INCENTIVE IS LIMITED TO A PERCENTAGE OF TEE CONTRACTOR-SPECIFIED 12 TIME OF COMPLETION AS STATED IN THE AGREEMENT. For example,if the Contractor 13 states a Contractor-Specified Time of Completion of 200 days, and the limit is 30%,the maximum 14 number of days for which an Incentive could be paid is 60. 15 16 Proposal—The offer or proposal of an Offeror submitted in accordance with the requirements set 17 forth in the Instructions to Offerors. 18 19 Proposal Documents—The Proposal Requirements and the Proposed Contract Documents. 20 21 Substantial Completion—The completion of the Work necessary for the project to function as it 22 was intended pursuant to the Contract Documents and as specified below,to the reasonable 23 satisfaction of the City. The date of Substantial Completion shall be memorialized by written 24 notice given by the City to the Contractor. 25 26 The Project will be substantially complete when each intersection shall be open to traffic, 27 therefore;the following tasks shall be completed: 28 0 Demolition 29 • Utility Adjustments 30 • Storm Drain Installation 31 • Concrete Paving -Roadway 32 • Pavement Markings and Signage 33 34 SC-3.03B.2,"Resolving Discrepancies" 35 36 Plans govern over Specifications. 37 38 SC-4.01A 39 40 Easement limits shown on the Drawing are approximate and were provided to establish a basis for 41 submitting proposals. Upon receiving the final easements descriptions,Contractor shall compare them to 42 the lines shown on the Contract Drawings. 43 44 SC-4.01A.1.,"Availability of Lands" 45 46 The following is a list of known outstanding right-of-way, and/or easements to be acquired,if any as of 47 January 8,2015. 48 49 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 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-4.01A.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 January 8,2015. 14 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 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 22 None 23 24 The following are drawings of physical conditions in or relating to existing surface and subsurface 25 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 26 27 See Sheet 17-18 for Existing Utilities Located from Survey and Potholes. 28 29 SC-4.06A.,"Hazardous Environmental Conditions at Site" 30 31 The following are reports and drawings of existing hazardous environmental conditions known to the City: 32 33 None 34 35 SC-5.03A.,"Certificates of Insurance" 36 37 The entities listed below are"additional insureds as their interest may appear"including their respective 38 officers,directors,agents and employees. 39 40 (1) City 41 (2) Consultant: Freese and Nichols,Inc. 42 (3) Other: None 43 44 SC-5.04A.,"Contractor's Insurance" 45 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 2 coverages for not less than the following amounts or greater where required by laws and regulations: 3 4 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 5 6 Statutory limits 7 Employer's liability 8 $100,000 each accident/occurrence 9 $100,000 Disease-each employee 10 $500,000 Disease-policy limit 11 12 SC-5.04B.,"Contractor's Insurance" 13 14 5.04B.Comtercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance 15 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 16 minitnum limits of: 17 18 $1,000,000 each occurrence 19 $2,000,000 aggregate limit 20 21 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 22 General Aggregate Limits apply separately to each job site. 23 24 The Commercial General Liability Insurance policies shall provide"X", "C",and"U"coverage's. 25 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 26 27 SC 5.04C.,"Contractor's Insurance" 28 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under 29 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 30 31 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 32 defined as autos owned,hired and non-owned. 33 34 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 35 least: 36 37 $250,000 Bodily Injury per person/ 38 $500,000 Bodily Injury per accident/ 39 $100,000 Property Damage 40 41 SC-5.04D.,"Contractor's Insurance" 42 43 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 44 material deliveries to cross railroad properties and tracks: None 45 46 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 47 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 48 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 49 Entry Agreement"with the particular railroad company or companies involved,and to this end the 50 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 51 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 52 to the Contractor's use of private and/or construction access roads crossing said railroad company's 53 properties. 54 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 The Contractual Liability coverage required by Paragraph 5.041)of the General Conditions shall provide 2 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 3 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 4 occupy,or touch railroad property: 5 6 (1) General Aggregate: None 7 8 (2) Each Occurrence: None 9 10 With respect to the above outlined insurance requirements,the following shall govern: 11 12 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 13 the name of the railroad company. However, if more than one grade separation or at-grade 14 crossing is affected by the Project at entirely separate locations on the line or lines of the same 15 railroad company,separate coverage may be required,each in the amount stated above. 16 17 2. Where more than one railroad company is operating on the same right-of-way or where several 18 railroad companies are involved and operated on their own separate rights-of-way,the Contractor 19 may be required to provide separate insurance policies in the name of each railroad company. 20 21 3. If,in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 22 railroad company's right-of-way at a location entirely separate from the grade separation or at- 23 grade crossing, insurance coverage for this work must be included in the policy covering the grade 24 separation. 25 26 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 27 way, all such other work may be covered in a single policy for that railroad, even though the work 28 may be at two or more separate locations. 29 30 No work or activities on a railroad company's property to be performed by the Contractor shall be 31 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 32 for each railroad company named,as required above. All such insurance must be approved by the City and 33 each affected Railroad Company prior to the Contractor's beginning work. 34 35 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 36 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 37 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 38 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 39 railroad company operating over tracks involved in the Project. 40 41 SC-6.04.,"Project Schedule" 42 43 Project schedule shall be tier 3 for the project. 44 45 SC-6.07.,"Wage Rates" 46 47 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 48 Appendixes: 49 <Bztzzsaw location, Resources102-Construction Documents/Specifications/Div 00-General 50 CozzditionslCFW Wage Rate Table 20080708.pdf> 51 52 SC-6.09.,"Permits and Utilities" 53 54 SC-6.09A.,"Contractor obtained permits and licenses" CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETfI'VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 2 None 3 4 SC-6.09B. "City obtained permits and licenses" 5 The following are known permits and/or licenses required by the Contract to be acquired by the City:None 6 7 SC-6.09C. "Outstanding permits and licenses" 8 9 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of January 8, 10 2015. 11 12 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 13 14 SC-7.02.,"Coordination" 15 16 The individuals or entities listed below have contracts with the City for the performance of other work at 17 the Site: 18 None 19 Vendor Scope of Work Coordination Authority 20 21 22 SC-8.01,"Communications to Contractor" 23 24 None 25 26 SC-9.01.,"City's Project Representative" 27 28 The following firm is a consultant to the City responsible for construction management of this Project: 29 None 30 31 SC-13.03C.,"Tests and Inspections" 32 33 None 34 35 SC-16.01C.1,"Methods and Procedures" 36 37 None 38 END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 JANUARY,2015 011100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials, and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 1100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy filrnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines,to all conduits, overhead pole lines, or 20 appurtenances thereof,including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission,neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements,including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 1100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETPI'VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 25 00-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution- General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names, or 31 catalog numbers. 32 a. When this method of specifying is used,it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers,provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundbout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundbout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundbout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature _Recommended Recommended 38 as noted 39 40 Firm Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundbout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 31 19-1 PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0131 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way,utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 in. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBEISBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTI'VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETffVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified,periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule,including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETIIVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable,meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page] of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small,brief duration 23 projects 24 b. Tier 2 -No schedule submittal required by contract,but will require some 25 milestone dates. Small,brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations,high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0132 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time,in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day,working 37 days per week,the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence,make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties, strikes,unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0132 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors,the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETfTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 3216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013233-1 PRECONSTRUCTION VIDEO Page] of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Old Decatur Road and Angie Ave Roundabout COMPETrfVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 33 00-1 SUBMITTALS Page] of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Confonnance 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 detennined 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 %inches x 11 inches to 8 lh inches x f finches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 £ Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETrrVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 rsubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This rsubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered"Not Approved"until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 3300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI"followed by series number, "-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 3300-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPET 17VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes,but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include,but are not necessarily limited to: 21 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 —General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0135 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification,unless a date is specifically cited. 19 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as"AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 28 with the National Weather Service,will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However,the Contractor may begin work prior to 10:00 a.m. if- 34 a) Use of motorized equipment is less than 1 hour,or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 0131 13 46 G. Water Department Coordination CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate,for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis,prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project(i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 £ Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required,meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CrI Y OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0135 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORTH Date: DOE HO.XXXX Project flame: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, .CONTRACTOR 4 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 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 the City. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PARTI - 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 Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 5000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETIT'VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 5526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page] of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 —Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETI"IVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 57 13-1 STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 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 Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 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 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Enviromnental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Enviromnental Division for review CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 015813-I TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 58 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 Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 I Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 016000-1 PRODUCT REQUIREMENTS Pagel of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 -Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use, including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 6000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 66 00-1 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 enviromnental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written pennission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section I.1.A.2.a.2) 45 d. No payments will be made for standby,idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed,by Contractor's neglect, such that the 18 contracted Work cannot take place,then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 24 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 74 23-1 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses,lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including,but not limited to,vaults,manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 0177 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 017 8 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City, in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation,in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/z inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETIT'VE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 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) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.I—title of section removed 8 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 78 39-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set,identify each of the Documents with the 35 title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTFVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 01 7839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings,have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 JANUARY,2015 999900-1 ADDITIONAL SPECIFICATIONS Page 1 of 1 1 SECTION 99 99 00 2 ADDITIONAL SPECIFICATIONS 3 4 9999.0001 Portable Message Sign 5 Portable Message Board sign shall be provided by contractor,used during construction and delivered 6 to be owned by City of Fort Worth post project completion. Contractor shall provide RU2 Fast-3370 7 Series VMS Series Speed Display Trailer, or approved equal. Contractor shall use message board 8 sign for duration of project,unless otherwise specified by the City of Fort Worth. Upon project 9 completion the message board sign is to be delivered to the City of Fort Worth James Avenue Service 10 Center at 5001 James Avenue. Any damage to Portable Message sign during construction is to be 11 fixed by contractor prior to delivery to City of Fort Worth. 12 13 9999.0002 Temporary Lighting 14 The work performed under these item shall be completed in accordance with the details and notes 15 included in the illumination plan sheets. 16 17 9999.0003 Irrigation 18 The work performed under these item shall be completed in accordance with the details and notes 19 included in the irrigation plan sheets. 20 21 9999.0004—9999.0008 "Central Island Landscape Items" 22 The work performed under these items shall be completed in accordance with the details and notes 23 included in the landscape plan sheets. 24 25 9999.0009 Landscape Annual Maintenance 26 Contractor to provide annual maintenance to central island landscaping. Water for landscaping will 27 be paid for by the city. Maintenance for the plantings,mulch, and irrigation is to be maintained by 28 the contractor. Mowing maintenance is required for medians, and ROW in the project limits as well. 29 Bid item is for a calendar year starting at final completion of the job. 30 31 End Section CITY OF FORT WORTH Old Decatur and Angie Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 February 2015 Appendix 1 GEOTECHNICAL ENGINEERING STUDY PAVEMENT INVESTIGATION AND NEW ROUNDABOUT OLD DECATUR ROAD AT ANGLE AVENUE FORT WORTH, TEXAS Presented To: Freese and Nichols, Inc. December 2014 PROJECT NO. 444-14-46 7636 Pebble Drive .04"y ENGINEERING, INC. Fort Worth,Texas 76118 www.cmjengt-.com December 30, 2014 Report No. 444-14-46 Freese and Nichols, Inc. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 Attn: Mr. Mitch Aiton, E.13, GEOTECHNICAL ENGINEERING STUDY PAVEMENT INVESTIGATION AND NEW ROUNDABOUT OLD DECATUR ROAD AT ANGLE AVENUE FORT WORTH, TEXAS Dear Mr. Aiton: Submitted here are the results of a geotechnical engineering study for the referenced project.. This study was performed in general accordance with CMJ Proposal 14-5405 dated November 11, 2014. 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 Freese and Nichols, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING,INC. �� Q till, TEXAS FIRM REGISTRATION No.F-9177 ....• . ................. ....... RRETT E. MLLIAhS °o _ .., 52525 o a cos Matthew W.. Kammerdiener, E.I.T. Garrett E. Williams, P. F�.sT.....1` Staff Engineer President Texas No. ET-48854 Texas No.. 52525 copies submitted: (2) Mr. Mitch Aiton, E.I.T.; Freese and Nichols, Inc. (email & mail) Phone(817)284-9400 Fax(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 PAVEMENT DESIGN--------------------------------------------------------------------------------------------------5 5,0 EARTHWORK--------------------------------------------------------------------------------------------------------10 6.0 CONSTRUCTION OBSERVATIONS---------------------------------------------------------------------------- 13 7..0 REPORT CLOSURE-------------------------------------------------------------------------------------------------14 APPENDIX A Plate Planof Borings -------------—-------------------------------------—-------------------------—------------------------—----A.1 Unified Soil Classification System----------------------------------------------------------------------------------------A.2 Key to Classification and Symbols---------------------------------------------------------------------------------------A.3 Logsof Borings-------------------------------------—----------------------------------------------------------------A.4—A.6 Free Swell Test Results---------------------------------------------------------------------------------------------------A.7 LimeSeries Test Results-----------------------—----------------------------------------------------------------—--------A.8 Soluble Sulfate Test Results-----------------------------------------------------—---------------------------------------A.9 APPENDIX B Plate PavementThickness Design---------------------------------------------------------------------------------------------B.1 Report No.444-14-46 CMJ ENGINEERING,INC. 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for the proposed roundabout at the intersection of Old Decatur Road and Angle Avenue in Fort Worth, Texas. The project, as currently planned, will consist of converting the existing intersection to a roundabout. This report conforms to the draft document City of Fort Worth Pavement Design Manual, dated July 2012. Plate A.1, Plan of Borings, depicts the project vicinity and approximate 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 pavement subgrade preparation and modification, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structure could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numhcreMi according to the sartinn in ;nihirh thaw nrni it Report No.444-14-46 CMJ ENGINEERING,INC. 1 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 three (3) vertical soil borings drilled to a depth of 10 feet below existing grades. The borings were drilled with truck mounted drilling equipment using continuous flight augers at the approximate locations shown on the Plans of Borings, Plate A.1. The boring logs are included on Plates AA through A.6 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3.. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection.. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the numhPr of blows requirQd for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or Report No.444-14-46 CMJ ENGINEERING,INC, 2 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 logs. Upon completion of the borings, the bore holes were backfilled with hydrated bentonite chips and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight tests and unconfined compression tests were performed. Results of the laboratory classification tests, moisture content and unit weight tests conducted for this project are included on the boring logs. One swell test was performed on a specimen from a selected sample of the clays. This test was performed to help in evaluating the swell potential of soils in the area of the proposed pavement. The results of the swell test are presented on Plate A.7. One Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series test are presented on Plate A.8. 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.9. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No.444-14-46 CMJ ENGINEERING,INC. 3 3.0 SUBSURFACE CONDITIONS 3.1 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. Fill materials are noted at the surface of Borings B-1 and B-2 to a depth of 1 foot, consisting of brown silty clays containing calcareous nodules and limestone fragments. Natural soils encountered consist of dark brown, gray, light gray and tan silty clays, silty shaly clays and clays. The various clays typically contain calcareous nodules and occasionally contain limestone fragments, weathered limestone layers and calcareous deposits. The various clays had tested Liquid Limits (LL) of 35 to 70 with Plasticity Indices (PI) of 22 to 43 and are classified as CL and CH by the USCS. The various clays were generally firm to hard (soil basis) in consistency, with pocket penetrometer readings of 1.25 to greater than 4.5 tsf. The clay soils had tested dry unit weight values of 86 to 120 pcf and a tested unconfined compressive strength of 3,650 psf. Weathered tan limestone is present in Borings B-2 and B-3 at depths of 1 to 2 feet through depths of 4 to 6 feet. The weathered tan limestone contains clay seams and is hard to very hard (rock basis)with Texas Cone Penetration test values of%to 1 Y2 inches per 100 blows. 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 in the borings, and all boreholes were dry at completion of drilling operations. 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. During wet periods of the year seepage can occur in joints in the clays or in or atop the tan limestones. The possibility of ground-water level Report No.444-14-46 CMJ ENGINEERING,INC. 4 fluctuations should be considered when developing the design and construction plans for the project. 4.0 PAVEMENT DESIGN 4.1 Pavement Subgrade Considerations 4.1.1 General The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 4.1.2 Subgrade Preparation Anticipated subgrade materials generally consist of clays of high plasticity. The higher plasticity 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 area 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.444-14-46 CMJ ENGINEERING,INC. 5 4.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements on the order of 2 inches are estimated. Movements in excess of the estimated value 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 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended. 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 4.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 5.0. The stabilized pavement subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted to a minimum of 100 percent of Standard Proctor density (ASTM D 698), between 0 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. The Report No.444-14-46 CMJ ENGINEERING,INC. 6 presence of limestone fragments and calcareous nodules in the surficial soils can complicate the mixing of the soil and lime. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 48 pounds per square yard based on a soil dry unit weight of 100 pcf for an 8-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 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, 2004 Edition. 4.4.2 Subgrade Preparation Considerations 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 subgrade treatments 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. Limestone fragments in the surficial clays can complicate mixing of the soil and lime. Pulverization and compaction equipment often break down the limestone to a material that also benefits from stabilization, although large rock fragments hamper conventional mixing procedures. Depending on the required grades, it may be advisable to undercut such areas and place a material suitable for stabilization or to place a lime stabilized clay. This can best be evaluated by an on-site inspection after grading is completed. Report No.444-14-46 CMJ ENGINEERING,INC. 7 Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 4.6. 4.5 Pavement Sections At the time of this investigation, site paving plans or vehicle traffic studies were not available. Pavement analyses were performed using methods outlined in the AASHTO Guide for Design 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 draft document City of Fort Worth Pavement Design Manual, dated July 2012, the following design parameters were used in our thickness design calculations for the proposed roadway. Subgrade Soils..................................................................Clay DesignLife.............................................................................30 years Initial Serviceability.............................................................4.5 (rigid) Terminal Serviceability.......................................................2.5 Reliability.................--..............................................._.......90% Overall Deviation (rigid)......................................................0.39 Load Transfer Coefficient........ ......... .......... ....3-0 Drainage Coefficient .........................................................1.0 Design CBR (raw subgrade) ....... ..................................3 Adjusted Design CBR (lime stabilized, long-term)............20 Lossof Support..............................................................--0 Concrete Modulus of Elasticity........ ..................... ........-.4,000,000 psi Concrete Modulus of Rupture ......... ....... .................-......620 psi The following rigid pavement section is provided for an Arterial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plate B.1.. The following pavement section is 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.444-14-46 CMJ ENGINEERING,INC. 8 Table 4.5-1 Pavement Thickness Summary Pavement Section Street Growth Design Thickness Material Classification Factor ESAL in. 10.5 PCC &0 Lime Stabilized Subgrade Arterial 2.5% 13,170,000 4.6 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, 2004 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. The mix should be designed in accordance with the ACl Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction 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 10.5-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated July 2012. 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, 2004 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2004 Edition. Report No.444-1446 CMJ ENGINEERING,INC. 9 4.7 General Pavement 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 2 inches. 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. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 5.0 EARTHWORK 5.1 Site Preparation The site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. 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. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. 5.2 Placement and Compaction, General Fill Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring Report No.444-14-46 CMJ ENGINEERING,INC. 10 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 general 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. 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. Report No.444-14-46 CMj ENGINEERING,INC. 11 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 4- 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 Excavations Based on the exploration borings, major excavations may encounter intact limestone units. These limestones are generally 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. 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. Report No.444-1446 CMJ ENGINEERING,INC. 12 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 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 pavement installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No.444-14-46 CMJ ENGINEERING,INC. 13 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 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 U orings at the time they were completed,pleted, If, during Ig cof lstr uctiol1, different subsuirla—;e conditions from those encountered in our borings are observed, or appear to be present in excavations, we Report No.444-14.46 CMJ ENGINEERING,INC 14 must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Freese and Nichols, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.444-14-46 CMJ ENGINEERING,INC.. 15 ^ cs OLD ca LU LU ca LL 2 Ld Major Divisions Grp, Typical Names Laboratory Classification Criteria a`) Z, Well-graded gravels, gravel- a, z m a) c GW sand mixtures little or no ° c =�6-- (D30) � = � „ greater than 4: C�-------------- between 1 and 3 CU 0 fines s D10 Dt0 x D60 L C N O & C v a Z� Co .N 0) Poorly graded gravels, gravel .@ E Nv J GP sand mixtures, little or no m V 0 Not meeting all gradation requirements for GW �' fines d) n U m > ) CU Lr L - U (0 O O o o o `; c�7 Liquid and Plastic limits o = z O Silty gravels, gravel-sand-silt N Liquid and plastic limits N w E GM below A line or P.I. o c Co (n mixtures Z > greater than 4 plotting in hatched zone Z @ ~- S v c v between 4 and 7 are G ..G N @ 4= U) O �`� >, o N Do cu Liquid and Plastic limits borderline cases Clayey ravels ravel-sand- N " 0 E2 0- GC y y g g 5 d 0 above"A" line with P.I. requiring use of dual a3 Q clay mixtures �,Z c symbols greater than 7 @ N E CD C ;°, a a� o o : o ,L = a Well-graded sands, gravelly = °_' : , . Dfi0 (D30)2 r- SW g y i C°=-----greater than 6: C�=------------- between 1 and 3 o `� y +.= sands, little or no fines m t0 D x D CO N to c D 10 so N o 0 c a ' O U °— N a a, Poorly graded sands; v w mCn U J SP gravelly sands, little or no -Cc U v No meeting all gradation requirements for SW fines sn, m a� a c " .,� o o nN .0 (0 N r1• O m o �, c CM m a� Liquid and Plastic limits 0 0 Z o Silty sands, sand-silt cM � C -r „ . E ,� 0 �c 0 SM mixtures 0 8 N N below A line or P•I. less Liquid and plastic limits M N a o a) 0 o than 4 plotting between 4 and 7 c0u -M c Q o ° J 'n are borderline cases `0 _ Liquid and Plastic limits requiring use of dual M Clayey sands,sand-clay E� 0 „ O a SC L c w above A line with P.I. symbols CL mixtures 0 'N Q i 0 greater than 7 U Inorganic silts and very fine o ML sands, rock flour,silty or LO clayey fine sands, or clayey (n M silts with slight plasticity 60 > Inorganic clays of low to 0 � a) CL medium plasticity, gravelly C) N E clays, sandy clays, silty `V s U. _ clays, and lean clays Z a CH -' Organic silts and organic silty a OL clays of low plasticity x a E X30 V o Inorganic silts, micaceous or 5 0 — a MH diatomaceous fine sandy or n _ CU silty soils, elastic silts ° 'Q. OH a d MH C O 2 F M CJ M CL o 2 Inorganic clays of high M m m CH plasticity, fat clays ;_ Cn 4' °-tllit ' ML aid OL a Organic clays of medium to 0 n o 10 20 3n a0 60 60 ?0 80 40 10n -- high plasticity, organic silts Liquid Limit A,U ca Pt Peat and other highly organic Plasticity Chart = O N soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES ® m m ® ® GRAVEL LEAN CLAY LIMESTONE m m :*-SAND • • SANDY — SHALE • •% SILT SILTY SANDSTONE rrrrrr HIGHLY �,r.���� Shelby Split Rock Cone No PLASTIC CLAY CLAYEY ������ CONGLOMERATE Tube Auger Spoon Core Pen Recovery rrrrrr TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils(More than 50%Passing No 200 Sieve) Descriptive Item Penetrometer Reading,(tsf) Soft 0.0 to 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 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project Roundabout-Old Decatur Road ENGINEERING INC. 444-14-46 Fort,Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling. Dry at completion. Completion Completion Depth 10.01 1 Date 12-12-14 Surface Elevation Type B-24 W/CFA 0 a) C, Q N Ll Stratum Description o o L a,. o o _ o 'FE 2 _ c w G 0 a) m �E @ E m o 0 o c� c o 0 a x A0- am JJ a� a-E :E0 D� �.Q0 SILTY CLAY, brown,w/calcareous nodules and 3.0 26 97 3650 limestone fragments,very stiff(fill) 4.5+ 23 CLAY,dark brown,w/calcareous nodules, hard 4.5+ 60 20 40 12 120 SILTY CLAY,tan,calcareous w/limestone 4,5+ 9 fragments,calcareous nodules and calcareous 4,5+ 15 5 deposits, hard 4.5+ SILTY SHALY CLAY,light gray and tan,w/ 4.5+ calcareous deposits,hard -firm to stiff 7'-9' 1,25 35 13 22 18 2.5 10 — 4.5+ a N N F U a C9 cd y r I I I I I I v v U' z 0 m LL 0 o LOG OF BORING NO_ B-1 PLATE A.4 Project No. Boring No. Project Roundabout-Old Decatur Road CM ENGINEERING INC 444-14-46 B-2 Fort,Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling. Dry at completion. Completion Completion Depth 10.01 Date 12-12-14 Surface Elevation Type B-24 wl CFA L o can o c s fl N U- T M O O o LL a)'N o Stratum Description z- - _ ��' o � o °'° Z � �N .0 UU a) Q U c R-O U emu, y > g - in= maxi :� c - 0E S W a 0 o(? M'LD aE T E ma 00 cQ c o o W maI- aco -i� a_5 a 2U �� z)0a. SILTY CLAY,brown,w/limestone fragments,very 425 45 18 27 17 stiff(fill) 4.5+ 15 86 CLAY,dark brown,w/calcareous nodules,hard 00/1.25' LIMESTONE,tan,weathered,w/clay seams,hard to very hard 100/0.9" 5 SILTY SHALY CLAY,gray and tan,w/weathered limestone layers, hard 4.5+ 23 4,5+ 100/1..5" 1 -------------------------- v v N N F O U` 2 U a O v v c7 z W O m 0 O 0 LOG OF BORING NO. B-2 PLATE A.5 Project No. Boring No_ Project Roundabout-Old Decatur Road CVIJ ENGINEERING INC 444-14-46 B-3 Fort,Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling. Dry at completion. Completion Completion Depth 1 U 01 Date 12-12-14 Surface Elevation Type B-24 W/CFA C) LL N C lL Stratum Description a >° �o 0 o w N o N�LL v 'v U D s .> o °E-c F r-w a v? f iE r'Ma a E o MIL 11 U) :D::i a::3 a= :EU Z DUO_ CLAY,dark brown,w/limestone fragments,hard 4.5 70 27 43 22 LIMESTONE,tan,weathered,w/clay seams,hard 100/1.5" 5 SHALY CLAY,tan and gray,w/calcareous deposits 4.5+ and weathered limestone layers, hard 4.5+ 16 4.5+ 15 00/1.25' 10 _—______ 00/2.75' v c N _N F O U a O co Y Ii I I I U' Z O m O o LOG OF BORING NO.. B-3 PLATE A.6 FREE SWELL TEST RESULTS Project: Pavement Investigation and New Roundabout Old Decatur Rd at Angie Avenue Fort Worth, Texas Project No.: 444-14-46 `300M- 4 r Liquid Plastic Plasticity` Mo�sfiure Percent: Boring : Sample Lima Limit; Index Gogtent°/° In>errral S�+tiill PL B- 1 2-3 Clay 60 20 40 11.7 25.5 9.5 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.7 LIME SERIES TEST RESULTS Project: Pavement Investigation and New Roundabout Old Decatur Rd at Angle Avenue Fort Worth, Texas Project No.: 444-14-46 Boring No.: B-2 Depth: 0' to 1' Material: Silty Clay Percent Lime ply 0 7.39 2 12.11 4 12.40 6 12.41 8 12.41 10 12.42 CMJ ENGINEERING, INC. PLATE A.8 SOLUBLE SULFATE TEST RESULTS Project: Pavement Investigation and New Roundabout Old Decatur Rd at Angle Avenue Fort Worth, Texas Project No.: 444-14-46 Boring No.: B — 1 Depth: 0' to 1' Material: Silty Clay Method Result TxDOT Tex 145-E <100 ppm Boring No.: B —2 Depth: 1' to 2' Material: Clay Method Result TxDOT Tex 145-E <100 ppm Boring No.: B — 3 Depth: 0' to 1' Material: Clay Method Result TxDOT Tex 145-E <100 ppm CMJ ENGINEERING, INC. PLATE A.9 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: Company: Freese and Nichols, Inc Contractor: CMJ Engineering, Inc. Project Description: Pavement Investigation and Roundabout Location: Old Decatur Rd at Angle Ave Rigid Pavement Design/Evaluation PCC Thickness 10.36 inches Load Transfer,J 3.00 Design ESALs 13,170,000.00 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 2.50 Modulus of Elasticity 4,000,000 psi I 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 12/24/2014 12:15:44 PM Engineer: MWK PLATE BA APPENDIX GC-4.01 Availability of Lands: A permit is required for work on Oncor property. Permit is acquired and will be provided to contractor. GC-4.02 Subsurface and Physical Conditions:Please see attached Geotechnical Engineering Study titled: Pavement Investigation and New Roundabout Old Decatur Road at Angle Avenue dated December 30, 2014 GC-4.04 Underground Facilities: See existing utility sheet in plan set. GC-4.06 Hazardous Environmental Condition at Site:None GC-6.06.D Minority and Women Owned Business Enterprise Compliance: See attached forms. GC-6.07 Wage Rates: See Attached Wage Rate GC-6.09 Permits and Utilities:None GC-6.24 Nondiscrimination:None GR-0 1 60 00 Product Requirements: See city standard product list CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July 1,2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July I,2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July 1,2011 GEOTECHNICAL ENGINEERING STUDY PAVEMENT INVESTIGATION AND NEW ROUNDABOUT OLD DECATUR ROAD AT ANGLE AVENUE FORT WORTH, TEXAS Presented To: Freese and Nichols, Inc. December 2014 PROJECT NO. 444-14-46 7636 Pebble Drive ENGINEERING, INC. Fort Worth,Texas 76118 r. Iti www.cmjengj-.com December 30, 2014 Report No. 444-14-46 Freese and Nichols, Inc.. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 Attn: Mr.. Mitch Aiton, E.I.T. GEOTECHNICAL ENGINEERING STUDY PAVEMENT INVESTIGATION AND NEW ROUNDABOUT OLD DECATUR ROAD AT ANGLE AVENUE FORT WORTH, TEXAS Dear Mr. Aiton: Submitted here are the results of a geotechnical engineering study for the referenced project.. This study was performed in general accordance with CMJ Proposal 14-5405 dated November 11, 2014. 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 Freese and Nichols, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, waaaaaaas9.ldga CMJ ENGINEERING,INC. �Q� TEXAS FIRM REGISTRATION No.F-9177 e a / l RRETT E. 4VILLlI�IS m .....................52525 a,' �. Matthew W. Kammerdiener, E.I.T. Garrett E. Williams, P. �° ' o�Jla, ' �� Staff Engineer President Texas No, ET-48854 Texas No. 52525 r 2 30',T copies submitted: (2) Mr. Mitch Aiton, E..I.T.; Freese and Nichols, Inc. (email & mail) Phone(817)284-9400 Fax(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 PAVEMENT DESIGN---------------------------------------------------------------------------------------------5 5.0 EARTHWORK-------------------------------------------------------------------------------------------------------10 6.0 CONSTRUCTION OBSERVATIONS--------------------------------------------------------------------------13 TOREPORT CLOSURE--------------------------------------------------------------------------------------14 APPENDIX A Plate Planof Borings ------------—------—---------------—-------------------------------------------------------------—----A.1 Unified Soil Classification System---------------—---—-----------—----------------------------------------------A.2 Key to Classification and Symbols—-------------------------------------—------------—------------------------------A.3 Logsof Borings-------------------------------------------------------------------—-------------------A.4—A.6 Free Swell Test Results------------------------------------------------------------------—----------- ---------------A.7 LimeSeries Test Results--------------------------------------------------------—--------------------—----—--------A.8 Soluble Sulfate Test Results---------------------------------—----------- ---------—------------------------------A.9 APPENDIX B Plate Pavement Thickness Design---------------—---------—-----------------------------------------—--------------B.1 Report No.444-14-46 CMJ ENGINEERING,INC. 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for the proposed roundabout at the intersection of Old Decatur Road and Angle Avenue in Fort Worth, Texas. The project, as currently planned, will consist of converting the existing intersection to a roundabout. This report conforms to the draft document City of Fort Worth Pavement Design Manual, dated July 2012. Plate A.1, Plan of Borings, depicts the project vicinity and approximate 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 pavement subgrade preparation and modification, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structure could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in 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 sectinn in l.Nhirh they nGGiir Report No.444-14-46 CMJ ENGINEERING,INC. 1 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 three (3) vertical soil borings drilled to a depth of 10 feet below existing grades. The borings were drilled with truck mounted drilling equipment using continuous flight augers at the approximate locations shown on the Plans of Borings, Plate A.1. The boring logs are included on Plates AA through A.6 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection.. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches, This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetratinn is tabulated at respective test depths, as blows per 6 inches on the log, in hard materials (rock or Report No.444-1446 CMJ ENGINEERING,INC 2 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 logs. Upon completion of the borings, the bore holes were backfilled with hydrated bentonite chips and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight tests and unconfined compression tests were performed. Results of the laboratory classification tests, moisture content and unit weight tests conducted for this project are included on the boring logs. One swell test was performed on a specimen from a selected sample of the clays. This test was performed to help in evaluating the swell potential of soils in the area of the proposed pavement. The results of the swell test are presented on Plate A.7. One Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series test are presented on Plate A.8, 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.9. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No.444-14-46 CMJ ENGINEERING,INC. 3 3.0 SUBSURFACE CONDITIONS 3.1 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. Fill materials are noted at the surface of Borings B-1 and B-2 to a depth of 1 foot, consisting of brown silty clays containing calcareous nodules and limestone fragments. Natural soils encountered consist of dark brown, gray, light gray and tan silty clays, silty shaly clays and clays. The various clays typically contain calcareous nodules and occasionally contain limestone fragments, weathered limestone layers and calcareous deposits. The various clays had tested Liquid Limits (LL) of 35 to 70 with Plasticity Indices (PI) of 22 to 43 and are classified as CL and CH by the USCS. The various clays were generally firm to hard (soil basis) in consistency, with pocket penetrometer readings of 1.25 to greater than 4.5 tsf. The clay soils had tested dry unit weight values of 86 to 120 pcf and a tested unconfined compressive strength of 3,650 psf. Weathered tan limestone is present in Borings B-2 and B-3 at depths of 1 to 2 feet through depths of 4 to 6 feet. The weathered tan limestone contains clay seams and is hard to very hard (rock basis)with Texas Cone Penetration test values of%to 1'/ inches per 100 blows. 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 in the borings, and all boreholes were dry at completion of drilling operations. 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. During wet periods of the year seepage can occur in joints in the clays or in or atop the tan limestones. The possibility of ground-water level Report No.444-14-46 CMJ ENGINEERING,INC. 4 fluctuations should be considered when developing the design and construction plans for the project. 4.0 PAVEMENT DESIGN 4.1 Pavement Subgrade Considerations 4.1.1 Genera/ The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 4.1.2 Subgrade Preparation Anticipated subgrade materials generally consist of clays of high plasticity. The higher plasticity 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 area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TOOT 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.444-14-46 CMJ ENGINEERING,INC. 5 4.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements on the order of 2 inches are estimated. Movements in excess of the estimated value 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 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended. 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 4.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 5.0. The stabilized pavement subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted to a minimum of 100 percent of Standard Proctor density (ASTM D 698), between 0 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. The Report No.444-14-46 CMJ ENGINEERING,INC. 6 presence of limestone fragments and calcareous nodules in the surficial soils can complicate the mixing of the soil and lime. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 48 pounds per square yard based on a soil dry unit weight of 100 pcf for an 8-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 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, 2004 Edition. 4.4.2 Sub-grade Preparation Considerations 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 subgrade treatments 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. Limestone fragments in the surficial clays can complicate mixing of the soil and lime. Pulverization and compaction equipment often break down the limestone to a material that also benefits from stabilization, although large rock fragments hamper conventional mixing procedures. Depending on the required grades, it may be advisable to undercut such areas and place a material suitable for stabilization or to place a lime stabilized clay. This can best be evaluated by an on-site inspection after grading is completed. Report No.444-14-46 CMJ ENGINEERING,INC. 7 Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 4.6. 4.5 Pavement Sections At the time of this investigation, site paving plans or vehicle traffic studies were not available. Pavement analyses were performed using methods outlined in the AASHTO Guide for Design 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 draft document City of Fort Worth Pavement Design Manual, dated July 2012, the following design parameters were used in our thickness design calculations for the proposed roadway. SubgradeSoils..................................................................Clay DesignLife.........................................................................30 years Initial Serviceability............................................................4.5 (rigid) Terminal Serviceability......................................................2.5 Reliability.............................................................................90% Overall Deviation (rigid).....................................................0.39 Load Transfer Coefficient.-.......... .......... ............3.0 Drainage Coefficient ......................................................e....1.0 Design CBR (raw subgrade) ..........................___.......,....3 Adjusted Design CBR (lime stabilized, long-term)....,...---.20 Lossof Support..................................................................0 Concrete Modulus of Elasticity...........................................4,000,000 psi Concrete Modulus of Rupture.................___...... ....__....620 psi The following rigid pavement section is provided for an Arterial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plate B.1, The following pavement section is 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.444-14-46 CMJ ENGINEERING,INC. 8 Table 4.5-1 Pavement Thickness Summary Pavement Section Street Growth Design Thickness Material Classification Factor ESAL in. 10.5 PCC &0 Lime Stabilized Subgrade Arterial 2.5% 13,170,000 4.6 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, 2004 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. 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 expansion/contraction 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 10.5-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated July 2012. 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, 2004 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2004 Edition. Report No.444-14-46 CMJ ENGINEERING,INC. 9 4.7 General Pavement 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 2 inches. 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. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 5.0 EARTHWORK 5.1 Site Preparation The site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. 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. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. 5.2 Placement and Compaction, General Fill Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring Report No.444-14-46 CMJ ENGINEERING,INC. 10 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 general 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. 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. Report No.444-14-46 CMj ENGINEERING,INC. 11 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 4- 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 Excavations Based on the exploration borings, major excavations may encounter intact limestone units. These limestones are generally 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. 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. Report No.444-14-46 CMJ ENGINEERING,INC. 12 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 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 pavement installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No.444-1446 CMJ ENGINEERING,INC. 13 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 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 I- ....... a LL.., a'..... 14.... I..a��l It _I....'�� a_.._a'_� J=__ a V_....L___ �.a' Uoritrya ai arc time they were completed. n, during construction, UirlerofIL 5UU5UIIdUC UU IUIlif3nS from those encountered in our borings are observed, or appear to be present in excavations, we Report No.444-14-45 CMJ ENGINEERING,INC 14 must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Freese and Nichols, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.444-14-46 CMJ ENGINEERING,INC. 15 —�Z z_ 6 V z g o u e z 0 4 Q W � O i T l O v Z U W 7 O 7 U M m OLD DECATUR ROAD 0 m Q � N CD j W cQ C� 3 LU Z�z oQ�L-u O Z � m aa � � o o � O q ci� Q zw � w ° W ° U CL P ° v� m Ld P o 1 W PLATE Major Divisions Sym. Typical Names Laboratory Classification Criteria Weil-graded gravels,gravel- z a GW sand mixtures,little or no N Cu=D60---greater than 4: C�=--��-30?----- between 1 and 3 ,C C p fines •N U Oro Coo X Oeo o a tA .N Poorly graded gravels,gravel E N U = GP sand mixtures, little or no m u) Not meeting all gradation requirements for GW N v ( ,a) fines U) a U > > o N m U o L U U ° o ° o Silt ravels, ravel-sand-silt (D Liquid and Plastic limits o z c y g g N Liquid and plastic limits N o ,� E GM : 6 below"A"line or P.I. d a w mixtures 3 greater than 4 plotting in hatched zone Z c 3 :3 o C to between 4 and 7 are ° y .� ° borderline cases W m o °o Liquid and Plastic limits L Clayey gravels, gravel-sand- -N requiring use of dual w `o ro a. GC c i a) above'A"line with P.I. W n clay mixtures z° c symbols E ¢ ; z greaterthan 7 : m � .Ln Ew : a o : o Well-graded sands, gravelly m i cp D60 1p30>z CU U)-a e SW C=----greater than 6: C — --- between 1 and 3 co E ° 4= sands, little or no fines > E g c - m O10 OioXCao U A y °c �a N Poorly graded sands; m L M0 .y v J SP gravelly sands,little or no c w v Not meeting all gradation requirements for SW CD c ° °-' fines `v°> a CL M c ° o N a) N d' O N a) U Liquid and Plastic limits 0 o Z a, � Silty sands, sand-silt c y s ca below"A"line or P.I. less E ° ,c o SM mixtures a, v, a, Liquid and plastic limits s ` a o a 0 o than 4 plotting between 4 and 7 »� 3 c a o ° are borderline cases Ad Liquid and Plastic limits requiring use of dual Clayey sands 0 �' �' SC , sand-clay E c above"A"line with P.I. symbols (n a mixtures a) U 'N ro a �, greater than 7 �O U Inorganic silts and very fine sands, rock flour, silty or LO ML clayey fine sands,or clayey ° CU silts with slight plasticity > ° N Inorganic clays of low to CL medium plasticity, gravelly N ° E clays , sandy clays,silty 5 " = clays, and lean clays o 72 Z CH OL Organic silts and organic silty 4C I clays of low plasticity x Q o a, c N N U) Inorganic silts, micaceous or 2 30 0 'n MH diatomaceous fine sandy or m OH ar d MH cU silty soils,elastic silts n 2 �P E a) CL o D CH Inorganic clays of high o '°° °' plasticity,fat clays 1 s E ML a id OL 4.. a Organic clays of medium to 0 OH q 10 20 30 en 50 60 70 Rn an 1 nn high plasticity, organic silts Liquid Limit U a ° "o Pt Peat and other highly organic Plasticity Chart soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES ®® GRAVEL LEAN CLAY LIMESTONE .a SAND • • . SANDY — SHALE • •% • SILT SILTY _. SANDSTONE HIGHLY r�HFFF Shelby Split Rock Cone No PLASTIC CLAY CLAYEY r pFpr CONGLOMERATE Tube Auger Spoon Core Pen Recovery rrr rr TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils(More than 50%Passing No.200 Sieve) Descriptive Item Penetrometer Reading,(tsfi 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 Sieve) 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 i Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency,texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No Boring No. Project Roundabout-Old Decatur Road C"ENGINEERING INC. 444-14-46 B-1 Fort,Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling. Dry at completion. Completion Completion Depth 10.0' Date 12-12-14 Surface Elevation Type B-24 w/CFA C) o Q3 o D. 0- T N 'O Z ° U- w(n U Stratum Description o o o 0 3 _ � 2a - - x o� o Qc U 3c y > "�= in= nay .� c 0E � W a oa)Uj cu.- of caE ma oo cfl coo o! o: maw EL i0 D� a_, a= �c� �� =o)C-) SILTY CLAY,brown,w/calcareous nodules and 3.0 26 97 3650 limestone fragments,very stiff(fill) 4,5+ 23 CLAY,dark brown,w/calcareous nodules,hard 4.5+ 60 20 40 12 120 SILTY CLAY,tan,calcareous w/limestone 4.5+ 9 fragments,calcareous nodules and calcareous 4-5+ 15 5 deposits, hard 45+ SILTY SHALY CLAY,light gray and tan,w/ 4,5+ calcareous deposits, hard -firm to stiff T-9' —1—,2-57- -25 36 13 22 18 2-5 4.5+ 10 ——————— I Q N N F O U` U a v e V Z m I I LL o LOG OF BORING NO. B-1 PLATE A.4 Project No Boring No. Project Roundabout-Old Decatur Road CMj ENG NEERING INC 444-1446 B-2 Fort,Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling. Dry at completion. Completion Completion Depth 10.0' Date 12-12-14 Surface Elevation Type B-24 w/CFA U- o (D C) -a a N C U- E E C O o Stratum Description \ o � a o y �� ° LL ai o x DU co Q U 3c � > �'J in — mm 0E = w C3 oa)(6 m.L -3 mE ca-o 0 o c9 co0 � mO.F- CL U) .J_1 a.-J 5—S MU D3 Un. SILTY CLAY,brown,w/limestone fragments,very 4.25 45 181 27 17 stiff(fill) 4.5+ 15 86 CLAY,dark brown,w/calcareous nodules,hard 00/1.25' LIMESTONE,tan,weathered,w/clay seams,hard to very hard 5 100/0.91, SILTY SHALY CLAY,gray and tan,w/weathered limestone layers, hard 4.5+ 23 4..5+ 100/1.5" i v N _N F -i U a c� Y v v z z W 0 m 0 0 o LOG OF BORING NO. B-2 PLATE A.5 J Project No. Boring No. Project Roundabout-Old Decatur Road C"ENGINEERING INC. 444-1446 B-3 Fort,Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling. Dry at completion. Completion Completion Depth 10.0' Date 12_12_14 Surface Elevation Type B-24 w/CFA LL o nNi C) N C V- a E. °.-o Z �u �.N 0 Stratum Description o o N o o o = Qa U O 3 E- > '�^= in w m w .9 c �- vi v E W a 0 0u? m.� 6E m E T-0 o o C.0 c o 0 D mn.h- (T U) JJ a.� a5 �U �J DUQ. CLAY,dark brown,w/limestone fragments,hard 4.5 70 27 43 22 LIMESTONE,tan,weathered,w/clay seams,hard 100!1.5" i SHALY CLAY,tan and gray,w/calcareous deposits 4.5+ 5 and weathered limestone layers,hard 4,5+ 16 4.5+ 15 100/1.25' 00/2.75' 10 ----------------- — i i Q N _N F U a co v e v z Z m 0 o LOG OF BORING NO. B-3 PLATE A.6 J FREE SWELL TEST RESULTS Project: Pavement Investigation and New Roundabout Old Decatur Rd at Angle Avenue Fort Worth, Texas Project No.: 444-14-46 - De tt� Liquid �Fta'st�c Ptast�c�ty IU(oisture � Percent Boring P Sampi� �.im�t $Limit; Index Content°/4 tr�tervaf _ Sewell No laesor�pt�an _ °f4 M LL PL _ >PI lrrifiFal F�nat t } B-1 2-3 Clay 60 20 40 11.7 25.5 9.5 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.7 LIME SERIES TEST RESULTS Project: Pavement Investigation and New Roundabout Old Decatur Rd at Angle Avenue Fort Worth, Texas Project No.: 444-14-46 Boring No.: B-2 Depth: 0' to 1' Material: Silty Clay Percent Lime pH 0 7.39 2 12.11 4 12.40 6 12.41 8 12.41 10 12.42 CMJ ENGINEERING,INC. PLATE A.8 SOLUBLE SULFATE TEST RESULTS Project: Pavement Investigation and New Roundabout Old Decatur Rd at Angle Avenue Fort Worth, Texas Project No.: 444-14-46 Boring No.: B — 1 Depth: 0' to 1' Material: Silty Clay Method Result TxDOT Tex 145-E <100 ppm Boring No.: B —2 Depth: 1' to 2' Material: Clay Method Result TxDOT Tex 145-E <100 ppm Boring No.: B—3 Depth: 0' to 1' Material: Clay Method Result TxDOT Tex 145-E <100 ppm CMJ ENGINEERING,INC. PLATE A.9 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: Company: Freese and Nichols, Inc Contractor: CMJ Engineering,Inc. Project Description: Pavement Investigation and Roundabout Location: Old Decatur Rd at Angle Ave Rigid Pavement Design/Evaluation PCC Thickness 10.36 inches Load Transfer,J 3.00 Design ESALs 13,170,000,00 Mod.Subgrade Reaction,k 230 psi/in Reliability 90-00 percent Drainage Coefficient,Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4,50 Modulus of Rupture 620 psi Terminal Serviceability 2.50 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 12/2412014 12:15:44 PM Engineer: MWK PLATE B.1 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #102014 Revised July 1,2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July 1,2011 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July 1,2011 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than$50,000,then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is$50,000 or less,then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 16 % of the total bid(Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications The;OfFeror ehall,deiiver the MBF;documenta#ion in pees"on to the appC?pna#e emplQyei of ft►emariagin ;departmen#'antl cip#aln �a date!#ime receipt Sucji receipt shall be evidence,that the 0ity recei�rec(,the dowMentation16 the>time allocated.'"A faxec!'copy. riI nofibe accep#ed.` 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS,DIVERSITY ENTERPRISE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(817) 212-2674. Rev.5/30/12 ATTACHMENT 1A Page 1 of 4 Fc11 RTWORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime Jackson Construction, Ltd PROJECT NAME: M/W/DBE NON-M/IWDBE Old Decatur and Angle Ave Roundabout BID DATE 02/26/2015 City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 16.00 % 13.97 % 02014 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being 1considered non-responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned -by the MBE as outlined in the lease agreement. Rev.5/30/12 FORTWORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/V1/BE Office,which may be contacted for verification. Please not that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Dollar Amount Telephone/Fax r B B B B E E E E COW TOWN REDI MIX CONCRETE $265,811.00 CONCRETE REDI-MIX PO BOX 162327 1 �❑ F-1 FORT WORTH, TX 76161 817-759-1919 PHONE 817-759-1716 FX Supreme Sawing and Concrete $10,000.00 Seal, Inc. Cutting and PO Box 800596 1 ✓ ❑ F-1 Jo Balch Springs, TX 75180 Sealing 972-557-9858 1 E F-1 ❑ JM MATERIALS, INC. Rock $14,756.00 PO BOX 199 (Aggregate) ALVORD, TX 76225 ❑ F-1 940-427-2033 PHONE 940-427-2789 FAX TEXAS WATER PIPE & PIPE $72,000.00 PRODUCTS, INC. FITTINGS and PO BOX 8543 CULVERTS FORT WORTH, TX 76124 1 El❑ ❑ 817-457-9988 PHONE 817-654-2006 FAX JM MATERIALS, INC. Sand $3,790.00 PO BOX 199 (Aggregate) ALVORD, TX 76225 1 ❑ F-1 940-427-2033 PHONE 940-427-2789 FAX Rev.5/30/12 FORT WORTH ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate o SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name I Subcontracting Supplies Address e M W S M Work Purchased Dollar Amount Telephone/Fax r B B B B E E E E HANSON PIPE & Pipe & Pipe $27,000.00 PRECAST, INC. Fittings PO BOX 842481 1 F] 1:1 ✓ DALLAS, TX 75284 972-653-5678 PHONE 972-264-6236 FAX HANSON PIPE & Manholes - $13,200.00 PRECAST, INC. Supplies PO BOX 842481 1 1:1 r-1 ✓ DALLAS, TX 75284 El 972-653-5678 PHONE 972-264-6236 FAX FABCO SUPPLIER OF $46,000.00 7410 APACHE ST. REBAR HOUSTON, TX 77028 1 1:1 ❑ ✓ 713-633-6500 PHONE Peachtree Construction Asphalt $209,000.00 5801 Park Vista Circle Paving Keller, TX 76248 1 F-1 1:1 ✓ 817-741-4658 817-741-4648 CROSSROADS, LP Traf f is $11,000.00 5012 DAVID STRICKLAND Control RD 1 ❑ ❑ and FORT WORTH, TX 76119 Barricades 817-634-0044 PHONE 817-634-0048 FAX CROSSROADS, LP Signs and $10,500.00 5012 DAVID Advertisin STRICKLAND RD - 9 FORT WORTH, TX 76119 1 El F-1 ✓ Specialtie 817-634-0044 PHONE s 817-634-0048 FAX Rev.5/30/12 FORTWORTN ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of stdtus; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office,which may be contacted for verification. Please not that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate o SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Dollar Amount Telephone/Fax r B B B B E E E E Independent Utility Electrical $94,000.00 Construction and 5109 Sun Valley Drive 1 ❑❑ ❑ ✓ Lighting Fort Worth, TX 76119 GJ Seeding Landscaping $59,000.00 1080 S. Burleson Blvd Burleson, TX 76028 1 ❑ ❑ ✓ 817-426-8284 888-761-2077 Metroplex Pavement Pavement $10,900.00 Markings, LLC Markings PO Box 153950 and � Irving, TX 75015-3950 1 F] ✓ Striping 972-399-3500 972-313-0059 Waste Partners of Texas Portable $550.00 3324 Roy Orr Blvd 'toilet Grand Prairie, TX 75050 1 ❑ 1:1 ✓ Rental 817-268-4100 817-268-4101 1 EIF] 1 F F1 Rev.5/30/12 ATTACHMENT 1A FORT%Rm Page 4 of 4 Y1' Total Dollar Amount of MBE Subcontractors/Suppliers s 275,811.00 Total Dollar Amount of Nan-MBE Subcontractors/Suppliers s 571,696.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS s 847,507.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. ° 1 Steve Haberstroh ,Authorized Signature Printed �bnature Operations Manager n .M 0 , Lir,, . Title ACoiftact Name/Title(if different) Jackson Construction, Ltd 817-572-3303/817-478-0443 Company Name Telephone and/or Fax 5112 Sun Valley Drive Address E-mail Address Fort Worth, TX 76119 February 26, 2015 City/State/Zip Date Rev.5/30/12 ATTACHMENT 1B FGr T C�RT H _. .; ... i Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: Check applicable block to describe prime Jackson Construction, Ltd PROJECT NAME: MM//DBE Z NON-WAIDBE Old Decatur and Angle Ave Roundabout BID DATE 02/26/2015 City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 16.00 % 13.97 % 02014 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m.,five(5)City business days after bid opening, exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this ✓ NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. ✓ NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time n t'ess than one 1 ear.� � . Steve Haberstroh / Operations Manager Authorized Signature Printe ig ature Title Contact Name(if different) Jackson Construction, Ltd 817-572-3303 817-478-0443 Company Name Phone Number Fax Number 5112 Sun Valley Drive Address Email Address Fort Worth, TX 76119 February 26, 2015 City/State/Zip Date Rev.5130/12 ATTACHMENT 1C Page 1 of 3 FORT WORTH City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: Chock applicable block to describe prime Jackson Construction, Ltd NON-M//WDBE PROJECT NAME: Old Decatur and Angle Ave Roundabout BID DATE 02/26/2015 City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 16.00 % � 13.97 % 02014 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five(6) City business days after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Asphalt Paving CONCRETE/MASONRY PRODUCTS(RED]-MIX POUR OR BAGGED) ELECTRICAL & LIGHTING MANHOLE MATERIALS HAULING BY DUMPTRUCK PIPE, FITTINGS, AND CULVERTS Signs and Advertising Specialties AGGREGATE: SAND/GRAVEL/DIRT/TOPSOIL, ETC. PORTABLE TOILETS SUPPLIER OF REBAR BARRICADES, TRAFFIC CONES AND OTHER DEVICES Landscaping Pavement Markings and Striping Rev.5/30/12 , ATTACHMENT 1C Page 2of3 U2-2d- l5PO2 � 5� F / ! 2.) Obtain o current(not more than two (2) months old from the bid open dote) list of MBE subcontractors and/or suppliers from the City's K80VBE Office or the City's vvebaite. oo DoteofListinQ 01/12/2015 _1_L�No ' 3.) Did you solicit bids from MBE firnmo,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes,attach IVIBE mail listing to include name of firm and address and a dated copy of letter mailed.) _l_l_mo 4.) 0d you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? _J�J_,ea (nyes,auaox||mtvinmuun name vf�ucnrm.���noonmovao.phone number and d�eand t�eo,vvntam.) �� No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? _L_Lrem (If yes,attach list to include name of IVIBE firm,fax number and date and time of contact. |n addition,i,the fax is returned as undeliverable,then that"undeliverable confirmation"received must uo printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" FX_� No documentation may render the arEnv^'mnpnnn|vo.) G.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? __a,ee (if yes,attach email confirmation to include name of IVIBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must o printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the ops non-mopvns|vv.) NOTE: The four methods identified above are acceptable for soliciting bids, and each selected metho must be applied to the applicable contract. The Offeror must document that either at least two attempt were made using two of the four methods or that at least one successful contact was made using one o the four methods in order to be deemed responsive to the Go od Faith Effort requirement. I NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions3 through 6. __L_Lmo 7.) Did you provide plans and specifications to potential MBEs? en _1_ No O.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? aa I_mo Rev.5130/12 ATTACHMENT 1C Page 3of3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? 7+Yes (If yes,attach all copies of quotations.) 14 o 1Was the contact information on any of the listings not valid? X Yes (If yes,attach the information that was not valid in order for the MNVBE Office to address the corrections =No needed.) 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,if necessar , and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection Green Scaping 817-577-9299 Cody Johnson Landscaping PRICE HIGHER THAN COMPETITOR C&H Trucking&Materials 903-537-0004 Charles Hibbler Hauling by Dump Truck SELF PREFORMED ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of Rev.5/30/12 ATTACHMENT IC Page 4 of 3 contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment 1 C will be t Aed and the reasons for not using them will be verified by the City's MIWBE 7- n %J111up'. Steve berstroh uthorized Signature Prince /lignatur 7, P Operations Manager .A/ Title "Contact Name and Title (if different) Jackson Construction, Ltd 817-572-3303 817-478-0443 Company Name Phone Number Fax Number 5112 Sun Valley Drive Address Email Address Fort Worth, TX 76119 February 26, 2015 City/State/Zip Date Rev.5130/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1!02014 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1102014 Revised July 1,2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July 1,2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised July I,2011