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Contract 43998 (2)
I CITY SECRETARY ✓ STY SEMAKY ' 4�5 p,p.E. FILE �1RA�C[�IQ. CaNVAACTOWS BONDING CO. R.T WORT H ComsmucTI� -� N'S COPY FO CLIENT DEPARTMENT PROJECT MANUAL FOR THE CONSTRUCTION OF Street Reconstruction, Water & Sanitary Sewer Replacement 2008 CIP Neighborhood Street Contract 2C 28"' STREET(ROBINSON ST. -ROCK ISLAND ST.) ELM STREET(E. LONG AVE. -NE 34" ST.) MINEOLAAVENUE (DECATUR AVE. -HARDY ST.) NORMAN STREET (DECATUR AVE. -WEBER ST.) City Project No. 01231 Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2012 D.O.E. NO. 6139 WATER 1 SEWER FILE NO. X-21852 TPW FILE NO. K-2225 TPW PROJECT NO. C204-541200-2024001231-83 WATER PROJECT NO. P253-541200-6021701231-83 ,�++ I SEWER PROJECT NO. P258-541200-7021701231-83 *t CITY PROJECT NO. 01231 J OSAMA F.NASHED' j coNsuLTAWS, ! + 90373 r /CE Sc U f � 'Am, 0; ' A.N.A. Consultants, LLC 5000 Thompson Terrace Colleyville, TX 76034 TBPE Registered Firm No. F-20 P03 -.54 1N FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Street Reconstruction, Water & Sanitary Sewer Replacement 2008 CIP Neighborhood Street Contract 2C 28"' STREET(ROBINSON ST. - ROCK ISLAND ST,) ELM STREET(E. LONG AVE. -NE 34"' ST.) MINEOLA AVENUE (DECATUR AVE. - HARDY ST.) NORMAN STREET (DECATUR AVE, -WEBER ST.) City Project No. 01231 i Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2012 D.O.E, NO. 6139 WATER 1 SEWER FILE NO. X-21852 TPW FILE NO. K-2225 TPW PROJECT NO, C204-541200-2024001231-83 WATER PROJECT NO. P253-541200-6021701231-83 SEWER PROJECT NO. P258-541200-7021701231-83 *i CITY PROJECT NO. 01231 f OSAMA F-. NASHED �...............1...... .....;. — o. 90373 tt �01VAL E+ A.N.A. Consultants, LLC 5000 Thompson Terrace Colleyville, TX 76034 TBPE Registered Firm No. F-20 000000- 1 TABLE OF CONTENTS Page I of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Forin Unit Price 0043 13 Bid Bond 0043 37 Vendor Compliance to State Law Nonresident Bidder i 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement i 0045 13 Bidder Prequatifrcation Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 39 Minority and Women Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements Of 7000 Mobilization and Remobilization 01 71 23 Construction Staking 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised November 9,2011 f 000000-3 TABLE OF CONTENTS Page 3 of 3 7 Division 33- Utilities 33 01 30 Sewer and Manhole Testing 3301 31 Closed Circuit Television (CCTV)Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 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 33 05 12 Water Line Lowering 33 05 13 Frame,Cover and Grade Rings 33 05 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 26 Utility Markers/Locators 33 05 30 Exploratory Excavation for Existing Utilities 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC)Pressure Pipe 33 12 10 Water Services i-inch to 2-inch 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 Dry-Barrel Fire Hydrants 3331 15 HDPE Pipe For Sanitary Sewers(Gravity and Force Mains) 33 31 20 Polyvinyl Chloride (PVC)Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 50 Manhole Insert Odor Control Devices Division 34-Transportation 3471 13 Traffic Control Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH 2009 CI NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised November 9,2011 M&C Review Pagel of 3 Official site of the City of Fort Worth,Texas CITY COUNCIL AGENDAFoRrWORrI� DATE: 12/4/2012 REFERENCE NO.: C-25990 LOG NAME: 202008 CiP j CONTRACT 2C DIST 2 CODE: C TYPE: NON- PUBLIC NO CONSENT HEARING: SUBJECT: Authorize Execution of a Contract with McClendon Construction Company, Inc., in the Amount of$1,356,291.95 for Pavement Reconstruction and Water and Sanitary Sewer ' Main Replacement in Portions of 28th Street, North Elm Street, Mineola Avenue and Norman Street Utilizing the Amount of$940,385.95 from the 2008 Capital Improvements Projects Fund and the Amount of$646,776.51 from the Water and Sewer Capital Projects Funds to Provide for Construction Contract Costs, Contingencies and Construction Services for a Project Total in the Amount of$1,587,162.46 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: I 1. Authorize a transfer in the amount of$646,776.51 from the Water and Sewer Fund, the amount of $468,679.68 to the Water Capital Projects Fund and the amount of$178,096.83 to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$646,776.51 and the Sewer Capital Projects Fund in the amount of$178,096.83, from available funds; and 3. Authorize the execution of a contract with McClendon Construction Company, Inc., in the amount of$1,356,291.95 for pavement reconstruction and water and sanitary sewer main replacement for the streets listed below. DISCUSSION: As a part of the 2008 Capital Improvements Program the following neighborhood streets will be reconstructed. Contract 2C-Council District 2: 28th Street Robinson Street - Rock Island Street Elm Street, North East Long Avenue - North East 34th Street Mineola Avenue Decatur Avenue - Hardy Street Norman Street IlDecatur Avenue - Weber Street In addition to pavement reconstruction, deteriorated water and sewer lines are to be replaced as specified by the Water Department. The contract was advertised for bid on August 3, 2012 and August 9, 2011, in the Fort Worth Star- Telegram. On September 6, 2012, the following bids were received: Bid Amount McClendon Construction Company, Inc. $1,356,291.95 Conatser Construction TX, LP $1,358,820.50 i http://apps.cfwnet.org/council_packet/me review.asp?ID=-17674&councildate=l2/4/2012 11/30/2012 M&C Review rage oz a JLB Contracting, LLC $1,433,800.89 Stabile and Winn, Inc. $1,550,615.35 Staff recommends that the low bid in the amount of$1,356,291.95 submitted by McClendon Construction Company, Inc., be selected and a contract awarded. In addition, the amount of $230,870.51 (TPW-$128,864.00, Water-$67,996.18, Sewer-$34,010.33)will be utilized for contingencies and construction services including surveying, material testing and construction inspection. McClendon Construction Company, Inc., is in compliance with the City's BDE Ordinance by committing to 8 percent MBE participation and documenting good faith effort. McClendon Construction Company, Inc., identified several subcontracting and supplier opportunities. However, the MBEs contracted in the areas identified did not submit the lowest bids. The City's goal on this project is 19 percent. This project is located in COUNCIL DISTRICT 2, Mapsco 47Y, 48Y, 48R and 48V. FISCAL_ INFORMATIONXERTIFICATION: The Financial Management Services Director certifies that upon approval of the above I recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements 2008 Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2 3 P253 541200 602170123183 $400,683.50 P253 476045 6021701231ZZ $468.679.68 3 P258 541200 702170123183 $144.086.50 1&2 178 096.83 P258 476045 7021701231ZZ 3 C204 541200 202400123183 $811.511.96 2 P253 531350 602170123152 $9,498.00 1 PE45 538040 0609020 $468,679.68 2 P253 531350 602170123160 $435.,00 1 PE45 538040 0709020 1178_96.83 2 P253 531350 602170123180 712A0 2) P253 531350 602170123182 475.00 2)P253 541200 602170123183 $420.717.68 2) P253 531350 602170123184 $2175.00 2) P253 531200 602170123184 $4,749.00 2 P253 531350 6fl2170123185 28 493.00 2 P253 531350 602170123191 $475.00 2 P253 511010 602170123193 $475.00 2 P253 531350 602170123194 475.00 ?� P258 531350 702170123152 5 363.00 2)P258 531350 702170123160 $225.00 2 P258 531350 702170123180 $402.00 2 P258 531350 702170123182 268.00 2 P258 541200 702170123183 1151 990.83 2) P258. 531200 702170123184 $2 249.00 2)P258 531350 702170123184 $1,405.00 2 P258 531350 702170123185 $16.0 00.00 2) P258 531350 702170123191 $268.00 http://apps.cfwnet.org/council 11/30/2012 M&C Review Page 3 of 3 3 2)P258 511010 702170123193 268.00 ' II 2)P258 531350 702170123194 $268.00 ;a i Submitted for City Manager's Office by. Fernando Costa (6122) Originating Department Head: Douglas W. Wiersig (7801) Najib Fares(7802) Additional Information Contact: Khai Jaafari (7872) i i ATTACHMENTS 202008 CIP CONTRACT 2C DIST 2 P253 A013.doc 202008 CIP CONTRACT 2C DIST 2 P258 A013.doc _ Map Contract 2C 2008 CIP Dist 2.pdf i i i http://apps.cfwnet.org/council_packet/mc 11/30/2012 review.asp?ID=17b74&councildate=12/4/2012 FORT WORT 1i The City of Fort Worth ADDENDUM NO. l To the Specifications, Contract Documents FOR Street Reconstruction, Water & Sanitary Sewer Replacement 2008 CIP Neighborhood Street Contract 2C D.O.E. NO. 6139 TPW PROJECT NO. C204-541200-2024001231-83 WATER PROJECT NO. P253-541200-6021701231-83 SEWER PROJECT NO. P258-541200-7021701231-83 CITY PROJECT NO. 01231 Addendum No. 1 Issue Date: August 27, 2012 Bid Receipt Date: September 6,2012 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt by signing and attaching it to the Contract Documents (inside).Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. Prospective Bidders are hereby notified of the following: LI Bid Date has been delayed until {1:30 P.M. CST Thursday, September 6 20121, l and bids will be opened publicly and read aloud at 2.00 PM CST in the Council ff Chambers at 1000 Throckmorton Street Fort Worth, TX 76102. � 1 � 1 �l ADDENDUM NO. 1- AUGUST 27, 2012 _I PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS TO: SPECIFICATION AND CONTRACT DOCUMENTS 1. SECTION 00 00 00 TABLE OF CONTENTS. Replace Table of Contents with attached 00 00 00 j Table of Contents. 2. SECTION 00 2113 INSTRUCTION TO BIDDERS PAGE 6 of 9. Replace page 6 of 9 with page 6 of 9 attached to reflect new MBE/SBE requirements. 3. SECTION 42 43 PROPOSAL FORM, PAGE 3 OF 3, ITEM NO. 11. Replace 3110.0101 Site Clearing with 31 10 00 6"-12" Tree Removal @ 1 EA (Ref, new Excel Spreadsheet on Buzzsaw) 4. NOTE: SECTION 42 43 PROPOSAL FORM, PAGE 3 OF 3, ITEM NO. 18,Application rate of lime treatment is 27 LBS/SY and is only necessary on Mineola Avenue, 28th Street Northwest, and Norman Street 5. NOTE: SECTION 42 43 PROPOSAL FORM, PAGE 3 OF 3,ITEM NO.20.All concrete paving shall be 8"thick and 3600 PSI minimum. i 6. SECTION 42 43 PROPOSAL FORM,PAGE 3 OF 3,ITEM N0. 26, Delete 3216.0102 7"Conc Curb and Gutter. Curb and gutter shall be subsidiary to ITEM NO. 20 per Specification 32 13 13. i 7. SECTION 42 43 PROPOSAL FORM, PAGE 3 OF 3, ITEM NO. 27. Delete 3216.0302 7" Conc Valley Gutter. Conc Valley gutter shall be subsidiary to ITEM NO. 20 per Specification 32 13 13. ; 8. SECTION 42 43 PROPOSAL FORM,PAGE 3 OF 3,ITEM NO.28 Miscellaneous Utility Adjustment (Pre Bid). This pay item will cover any adjustments to water valves, manholes, meter boxes, etc. 9. SECTION 42 43 PROPOSAL FORM, PAGE 3 OF 3. Add ITEM NO. 29 0241.1300 Remove Conc Curb&Gutter @ 6665 LF 10. SECTION 00 45 40 MINORITY AND SMALL BUSINESS ENTERPRISE GOAL 1 of 1. Replace page 1 of 1 with page 1 of 1 attached to reflect new MBE/SBE requirements. 11. SECTION 00 52 43 AGREEMENT PAGE 2 of 4. Replace page 2 of 4 with page 2 of 4 attached to reflect new MBE/SBE requirements. 12. SECTION 00 72 00 GENERAL CONDITIONS PAGE 24 OF 63. Replace page 24 of 63 with page 24 of 63 attached to reflect new MBE/SBE requirements. 13. Project designation signs shall be considered subsidiary to all other bid items as stated in the project manual. Two (2) project designation signs per detail 1-H attached are required on each street within this project. The street sign should contain the following information: a. Project Title: Project 01231 b. Street names &limits c. Project funding: 2008 CIP d. Contact Phone number: 817-392-8306 ADDENDUM NO, I- AUGUST 27, 2012 CONSTRUCTION DRAWINGS 1. Replace Sheet 36 with Sheet 36 attached 2. Replace Sheet 37 with Sheet 37 attached All other provisions of the specifications,contract documents, and drawings for the project which are not expressly amended herein shall remain. Failure to return a signed copy of this addendum with the Proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be in placed into the Proposal at the time of Submission. Receipt Acknowledged: ti D Ot A Transports ` t and Public Works Khal Jaafari, P.E. By. Title: �.� F% � 1t Mfi"A F.NASHED+$ OVAL 0;- The seal appearing on this Document was authorized by Osama F_Nashed, P.E., on August 27, 2012 ADDENDUM NO. l- AUGUST 27, 2012 00 00 00-1 TABLE OF CONTENTS Page I of3 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit n 00 41 00 Bid Form (Changed as part of Addendum#1) 00 42 43 Proposal Form Unit Price(Changed as part of Addendum#1) 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 1I 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 00 45 13 Bidder Prequalification Application J i 004526 Contractor Compliance with Workers' Compensation Law IwAtiess as part of Addendum #1) 00 45 40 Minority Business Enterprise Goal(Added as part of Addendum #1) 00 52 43 Agreement 0061 13 Performance Bond i 0061 14 Payment Bond I 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance f 00 72 00 General Conditions (Changed as part of Addendum #1) 44 00 73 00 Supplementary Conditions Division 01-General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 0135 13 Special Project Procedures 1 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 0157 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data II 01 78 39 Project Record Documents 1 CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised November 9,2011 II -I 000000-2 jl TABLE OF CONTENTS Page 2 of 3 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents (� None Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: { littpsa/proleetpoint.buzzsaw.cam/client/fortworthy-ov/Resources/02%20- %20Construction%2ODocuineiits/Speci fications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 03 30 00 Cast-In-Place Concrete 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 1 None I Division 31-Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 25 00 Erosion and Sediment Control Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair l 32 1123 Flexible Base Courses l 32 1129 Lime Treated Base Courses 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 3231 13 Chain Link Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3291 19 Topsoil Placement and Finishing of Parkways L ` 3292 13 Hydro-Mulching, Seeding,and Sodding CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 �1 Revised November 9,2011 i i i i i 000000-3 TABLE OF CONTENTS Page 3 of 3 i I Division 33 -Utilities 3301 30 Sewer and Manhole Testing j 3301 31 Closed Circuit Television(CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 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 26 Utility Markers/Locators 33 05 30 Exploratory Excavation for Existing Utilities 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC) Pressure Pipe 33 1210 Water Services 1-inch to 2-inch 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 Dry-Barrel Fire Hydrants 3331 15 HDPE Pipe For Sanitary Sewers(Gravity and Force Mains) 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 3123 Sanitary Sewer Pipe Enlargement 3331 50 Sanitary Sewer Service Connections and Service Line 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 50 Manhole Insert Odor Control Devices Division 34-Transportation 3471 13 Traffic Control Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORT14 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised November 9,2011 i i 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 8. Contract Times I The number of days within which,or the dates by which,Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. j 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded,will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or"or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 (as amended),the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 5:00 P.M. CST,five(5)City business days after the bid opening date.The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents;additional copies may be obtained from the City. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 e3n Fxrv�s.v. SECTION OO 4243 1 PROPOSAL FORM UNIT PRICE BID Bidder's Application FrgY.v nr])mr�amaliM Riddc�e LieLts11 �l I 13:dhst rinn ]]escriptihf SpZri€nation Se d_No. '°r 13id Quualily Unil p.- Laid Va1uc P:a. Almcwo �� 7 UNIT I-WATER IMPROVEMENTS ' 1 0241.161 k Salvage 374'Water Meter 0241 14 FA 75 2 O241A30O Remove Cone Cwb&Gutter - - - 02 41 15 LF--- 645 9 3 0241.1400 Remove Conc Valley Gutter 024115 SY B 4 0241.1302 Remove 6'Water Valve - - 0241 14 EA 5 5 O241.£3O3 Remove B'Water Vake 024114 EA F 5 32O1.0112 5•Wick Asphalt Pvmt Repair,Residential(Type O W fAn.) 320117 17 LF 22 7 320f.01 11 4'Wide Asphalt Pvmt Repair,Residential((Type O,6'Min-) 32 01 17 LF 55 _a 120t.O4O0 Temporary Asphalt Paving Repair[type O.2'Mvl.j......................_........._ 3201 18 _ _.. LF 7941 9 3305.0109 Trench Safely(trench z 5') 33 OS f0 LF 645 ' 10 3311.00Ut Ouctle lron Water Fittings 3311£1- TON 3 „ . .. - £I 3311.0541 24'Water Pipe 3311 10.3311£2,311F 13,33£1 14 LF 545 12 3311.0261 B'PVC Water Pipe 331112 - LF 3341 1 13 3311.GIG1 6'PVC Water Pipe 33 51 12 LF 12 14 33t220011'Water Service.Meter RelowOon 331210 EA 22 15 331220031'Water Service 33 f210 EA 75 t6 1'PrIvale Service 331210 LF 220 'y 17 33£2.3003 8'Gate Valve 331220 EA B - _.. _ _.. .............................. ....... ........ ...... ...................... _._ __ __.... _. ........ ......... is 3312.30026'Gate Valve 331220 EA 1 19 3312.010T Connection to Existing 20'Water Main 33 12 25 EA 2 20 3312.01O2 Connection to Exfsling 5 Water Mein 33 12 25 EA 4 - 21 3312A11O3 Connection to Ex3s6ng 5'Watn MaRI 33 12 25 EA 3 22 3312AWS Connection to Existng 12'Water Man 33 12 25 EA £ 23 3312.00OL Fire hydrant 331240 EA I 24----33124004 Wx6'Tapping Weave dValve 33 12 25 - EA k .... ............... i 25 3471.0001 Traffic Control 34 71 13 MO 4 26 3305.0I 10 LLOW Mafkers 330526 LS £ ( 27 33O4A101 Temporary Water Services ..... ........... ..... _. 33043G _. LS 1 TOTAL UNIT I-Water Improvements I I [f[y of FnRT'a-oRT11 SfA1V.1A�tV\STa[L-rl(�\SFE[1eSCAiIU�WR]@.+I[5 fmn NniwJ NININ [)]f [•)IS 1�c-)12 a).[•?3)?1 Nlf S3_(•)Sf 1)nN F4.{.vIN'<flA.4-FS3 ' BIF)TAORl5.4t .' R Jx2W3 SECTION 00 42 43 1 PROPOSAF,FORM UNIT PRICE BID Bidder's Application I ' L'Jojnt 11em infine)iion BiJda•,ProNsJl i BiJlix lrnn Ik—ggion Sr cifrcaiien S,:li(m Nu. Unll of BiJ QL-6Ly unn Noc Bid vahw 110. Mraslae UNIT II:SEWER IMPROVEMENT 1 0241.2201 Remove VSev cManhole 0241 t4 EA 4 .. .2 3301.000t Pre-CCWtnspection _ .. 33013t. .. ... LF 2022 3 3301.D002 Pest-CCTV inspection 330114 LF 2022 4 3305.al 13 Clay Oams _.. _.... .. .... .....330515... ... EA 2 S 3331.31024"Sev Service,2-Way Cleaneui 33 it S0 EA 56 8-- 3331A11S 87Sew Pipe 33 if 16.333112.313120 LF 1543 7 3305.0109 Trench Safety(Trench L S)---- - - - 33 0S 10 LF 1543 0 3339.1001 VManhole 33 39 10,333920 EA 9 9 3331A1026•(HOPE)Rpe Enlargement 3331.23 LF 202 10 3292.0100 Block Sod Placement 32 92 13 SY 97 11 3301.0101 Manhole Vac rn Testing 33 Of 3O EA 6 12 3305.0106 ManWeAdNslment,Major 330514 EA 2 13 3471.0901 Traffic Control 3471 13 fd0 2 14__. 3305.0110 B6fity Markers_._.. _. _. . ... ............ 330S 25 _ LS _.1 TOTAL UNIT II-SEWER IMPROVEMENTS CITI-Of FUR[WORM SFAIU.LA�tYs!iSLRL�C11Uti aFE(1FIC.1TS0�9041-tiR--Is F—Rni-INMIN (OJI O)MJ313 6)JI J3[•I J)3)C)J113 4)?f 1=BH R,r�I u'��LLccL DJ m 621) aluraorosm. HSe3 ef) SECTION 004243 PROPOSAL FORM UNIT PRICE BID Bidder's Application p<a�K lInn Llramalinn ¢idaxr•:It�l Bi3list ll+m ❑es:riPfiw sr<ir.,fwn Se.lion R. bUnl oa BM Qwnlily Unit H- Sid V.1- No. UNIT III:PAVING r;<DRAINAGE IMPROVEMENTS I 0241.0100 Remove Sidevvalk 02 41 13 SF 12979 -2 0241,1100 Remove Asphalt Pvmt 02 41 16 SY 12976 3 0241.0300 Remove ADA Ramp 024113 EA 2 . 4 0241.0401 Remove Concrete Drive 024113 SF 7791 _ _...._.. 5 0241.0402 Remove Asphalt Drive_.. . __... _. 024€13 _._.._. ..SF. 1768. -B 0241.0403 Remove BrlckDrlve _.. 024313 SF 60 7 024€.0500 Remove Fence((Store To be iednslall atproparty fine) 0241 13 LF 535 8 3231.01214'Chain Link,Aluminum 3231 t3 LF 100 9 Reansiall Exist 4'Chain Llnk,With nevn Aluminum Post LF 395 10 3231.0132 fou tIron Fence 323113 LF 40 Y 11.... 710.002 6'•12"Tree Removal_ .... ....... Addendum sl 311004... ...EA 1 I..2 . 3471,0001 Traffic Control _..... ... 347113 ...M0 12 _.... .... 1 13 3291.0f00 Topsdl _.._._. 329119 .....CY - 400 .. .. ................ ..... .... .. ........ 14 3292.0100 Block Sod Placement(Match.Exis6n9} 3292 13 SY 2100 15 3123.0101 Onciassi8ed Excavation 312316 CY 6574 16 3125,0101 5WPPP a i acre-- 312500 LS € T7 3217.0400 Lime 3211 29 TN 140 _ .,. 36 3211.050 S'U a Tmatment(27 LBS 15Y) 321129 SY 10120 _. J 19 3212A401 HfRAC TrensiCon(Type D€Sm 6-) 321216 TN 9 20 3213.003 6'Corse Pvmt(3600 PSI hlin) 32 13 13 SY 12346 ...... ......... .. .l 23. 32130301 4'Canc Sldemlk.. _. _. _ 323320 _. ....SF 21497 22 3213.04016'Canuele Odveway _.. __. ' 321320 SF ., ....11160 _. _.. '. 23 3233.045t 6'Concrete Drirevray,Exposed Agg,_gate....., � 321320 SF !15 24 32134501 4'Barder Free Ramp,Type A 321320 EA 6 32 13 20 FA 4 25 5213.0508 d'Sarder Free Ramp,Type H _ _ _ ... . .. 26 M " - _utt F ........ _ _._ Addendum/1 39-1G49 !,F i4Ci _ _> j 27............. ......_.,._ _..trttw ....... ............... __.. Addendum ll ...... _..32-1t-17.. _ S1F .. Y2 ;: s 28 hAscellaneoua Lh6ty Adlostment(Pre Wdl ----- - - LS _ 1 __10,000.00 $10,000.00 29 0241,0700 Remove Mailbox 024113 FA 5 30 Reewstuct€.iailbox to match Existing 5 ---- 31 0241.1300 Remove Conc Curb3Gutter Addendum at 024116 LF 6666 _... 3 TOTAL UNIT III-PAVING&DRAINAGE IMPROVEMENTS 310,000.00 I, i Bid Summary UNIT I-WATER IMPROVEMENTS UNIT II:SEWER IMPROVEMENTS UNIT III-PAVING&DRAINAGE IMPROVEMENTS $10,000.00 Total Bid(Unit I+Unit lI+Unit III) $10,000.00 [rn of ri1Rr 5l'ORril STAtiU.Vtr)CO\5'{RlY'lln�SIEr1Yl�nit�`I DJrinff:rll run Rc•iw/NIt11 T) Gl f14l[•)13 I).Ca{2{i N{!Sr-){112[0)11!_n:1 R.�.+•l i'�AT.v1aiH 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page I of 1 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL, APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the frill and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL i p The City's MBE goal on this project is 19% of the total bid (Base bid applies to Parks an Community Services). Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 3. Good Faith Effort documentation,or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions,please contact the M/WBE Office at(817)392-5104. 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 Qffertir sha11 elrver.:the MBE doculrientaiton to person to the:appropriate employee of the.Managtng 1) lift t and obtain a da#e/#ttrie receipt. Sitcli receipt sha11 be evidence that the pity received the documentation in the time allocated A faxed co' will not,lte acre tech, 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. statedgoal: 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.ni., five (5) City business days after perform all subcontractin su tier work: the bid opening date,exclusive of the bid o enin 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. END OF SECTION CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.01231 Revised August 17,2012 s 005243-2 Agreement Page 2 of 4 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 Dollars ($ Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: j 1 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 i 1) Proposal Farm 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents(project specifie) 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. 5. 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, CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised August 17,2012 007200-1 General Conditions Page 24 of63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order, H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the ! value embraced on the Contract, unless otherwise approved by the City. i B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance(as amended)by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Aught 17,2012 ti [I 4' �l 1 l 12, 44, —FORTWORTH 4 111 62 3" 3`, Project Title J ," i 4' 82 Funding 3" 12 Contractor: 1 Contractor's Name_- 1,..22"' 12° Questions on this Project Call: i 12 (817) 392 - XXXX 1„ 12° E After Hours Call: (817) 392 - XXXX 22< R 1"TYP. 1"TYP. FONTS: NOTES: FORT WORTH LOGO IN CHELTINGHAM BOLD IF APPLICABLE TO THE PROJECT, ALL OTHER LETTERING IN ARIAL BOLD CONTRACTOR SHALL OBTAIN VINYL STICKER"CITY GAS LEASE REVENUE COLORS: IN ACTION"1 LOGO AT CDR SIGN AND FORT WORTH-PMS 288-BLUE ENGRAVING,6311 EAST LANCASTER LONGHORN LOGO-PMS 725-BROWN AVE(817-451.4684),PEEL AND PLACE LETTERING-PMS 288-BLUE IN FUNDING SECTION. BACKGROUND-WHITE BORDER-BLUE PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD DRAWING NO. 1 - H DATE: eEl9>'30Q Kb�u3 u'�i'nna'i"'s�:mi¢ Oz aDWWOO VK OOYA IHMMM"x1UY7 NO& 1CL10'ON 1J3fOF6 q tYA�w.smia4w.m 1tJ3;Je7Yl3!'6 8}+A35 AMVI6VK 9 M31tlM'NOL](61i19JON6 133ue5 go S y $ u 3�z as y e�s� � -'�+ ' a fig# .. y vy a i9g" 7'�•c� txz;-m Yk 3�� c�ng �� �� " k 8 3 9 � a � a gg Eq E mi ui P \• � Q q Ff � o m > LLI s z� as lx J � U k„ lit s d 1 ti s � o � o a o . rz o 01'a 15 o e l @. a.e k• 0 Ug a. Oa O ;i •pp C1 U§ e� 0x k b 6 Jnun O L ' "E Z -— z ... - o 0 a bCl9/30O KHtSi]�4�+31'Miftitii ni Citw 7L 1]Yd1370]vrraooaa 1N3W3NUYdSh7 W'W"BOO, (TUO'GH 1:1.1.AID tvanwLa�ta�'a'�m.u3 JH31'fa�Yll3Y 3I3h13S M+'1PM5 Y Y31Vhl'N011]flb15f10]3Y l37tl15 � s -ER 5,k s¢ c lit dl jh g i k AA Crz s SS RR 9 gdgdgdgd a a a roc o $ jf :sa gg !1l• 4R� S C f 3 Z.SItl'• 0.'Y yi 8 Ny 3p O p jLZ as � a0 Y• Ue ---- ------ KKR ae So EL ly � Q a $ q � 44e a �e�3€8fa ire_ -a ! 0 4�' o ub'i�3M 1 two]]wi-iM Xi nY MIyM T.flN'.15�� "'�•1.f�f 0011 13 1 INVITATION TO BIDDERS 1 Page I of 2 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS � Sealed bids for the construction of Street Reconstruction,Water&Sanitary Sewer Replacement 2008 CIP Neighborhood Street Contract 2C City Project No. 01231 28`1' STREET(ROBINSON ST, - ROCK ISLAND ST.) ELM STREET(E. LONG AVE. -NE 34"'ST.) MINEOLA AVENUE(DECATUR AVE. -HARDY ST.) NORMAN STREET(DECATUR AVE. -WEBER ST.) j will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throckmorton Street Fort Worth,Texas 76102 until 1:30 P.M. CST,Thursday, August 30,2012,and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the(approximate) following: 645 LF 24"Water Line by Open Cut,3,341 LF 8"Water Line by Open Cut, 1,543 LF 8" Sewer Line by Open Cut, 202 LF 8" Sewer Line by Pipe Enlargement and 12,346 SY Concrete Pavement Different thickness. PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures for qualification and pre qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://���v�i.fort�vartll �o .or s/�urc� 1 .tiii �l and clicking on the Buzzsaw fink to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contact Documents may be purchased from A.N.R. CoilsultaJrts, LLC 5000 Thompson Terrace, Colleyville, TX 76034: Please call 817-335-9900 for Assistaarce. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $100.00 Set of Bidding and Contract Documents with half size(if available) drawings: $50.00 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO BIDDERS at the following location,date, and time: DATE: 0812012012 TIME: 10:30 AA4 --12:00 PA4 CITY OF FORT WORTH 2O09 C1P NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.0t231 Revised July 1,2011 I 0021 13- 1 INSTRUCTIONS TO BIDDERS Page 1 of 4 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms I 1 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 00 -GENERAL CONDITIONS. 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. n,partnership,company, association,or corporation acting 1.2.1. Bidder: Any person, fir> directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person,firm,partnership,company,association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whole City 1 (on the basis of City's evaluation as hereinafter provided)makes an award. 2. Copies of Bidding Documents 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting froln the Bidders use of incomplete sets of Bidding Documents. 2.2.City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant fo1 any other use. 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 3.1.All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified(even if inadvertently opened)shall not be considered. 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequal i fi cation should be addressed to the City contact as provided in Paragraph 6.1. CITY OF FORT WORT11 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents.No information given by the City other than that contained in !3 the Contract Documents and officially promulgated addenda thereto,shall be binding upon the City. 4.1.7. Perform independent research, investigations,tests,borings,and such other means as may be necessary to gain a complete knowledge of the conditions which will be { encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations,tests and studies. 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation,research, tests,explorations,and other data which are necessary for full and complete information upon which the proposal is to be based. it is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually 3 encountered in construction and as indicated in the Contract Documents will not be j allowed. i 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures(except Underground Facilities)which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. CITY OF FORT WORTH 2008 CEP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO,01231 Revised July 1,2011 i i 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 6.1.All questions about the):Weaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by foranal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 1000 Throckinorton Street Fort Worth,TX 76102 Attn: Khal laafari, P.N ., Transportation and Public Works Department Pax: 817-392-8092 Email: Khal.Jaafari@fortworthtexas.Qav Phone: 817-392-7872 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3.Addenda or clarifications may be posted via Buzzsaw at: https://pro j ectpo int.buzzsaw.coni/cl ient/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Specifications 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of Eve (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. CITY OF PORT NORTH 2008 CIP NE€GIIBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO,01231 Revised July 1,2011 ;I! I 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner,whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 'i 12.6. Bids by individuals shall show the Bidder's name and official address. a a 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. '. 12.8. All names shall be typed or printed in ink below the signature. 129. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 Vendor Compliance . to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title,the name and address of Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14, Modification and Withdrawal of Bids 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City,be returned unopened. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 3 t 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.4. 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. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance,and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. i END OF SECTION CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 ' r 0035 13-1 CONFLICT OF INTEREST AFFIDAVIT Page I of 3 SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT i Each bidder, offeror,or respondent(hereinafter also referred to as"you")to a City of Fort Worth I (also referred to as"City")procurement are required to complete Conflict of Interest Questionnaire(the attached CIQ Form) and Local Government Officer Conflicts Disclosure r Statement(the attached CIS Form)below pursuant to state law.This affidavit will certify that the I Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. I � http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/C[S.pd f CIQ Form is on file with City Secretary I Q CIQ Form is being provided to the City Secretary 0 CIS Form is on File with City Secretary 0 CIS Form is being provided to the City Secretary � I BIDDER: McClendon Construction Co.,Inc Dan McClendon By: Company (Ple se Print) PO Box 999 Signature: Address Burleson,TX 76097 President Title: City/State/Zip (Please Print) I � � I II i CITY OF FORT WORTH Neighborhood Streets Contract 3B I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01225 Revised July 1,2011 0035 13-2 CONFLICT OF INTEREST AFFIDAVIT Page 2 of 3 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or ollter person doing business with local governmental entity Thla queetbonnalni raeacla changea made to brie law by H.B. 1431.66th Leg.. Regular Seadon. OFFICEUSEONLY This questionnaire is being filed in acoordancewi h Chapter 176,Local Government Code cote Rcccr co by a person who has a business relationship as defined by Section 176.001(1-a)vrsth a local governmental entity and the person meets requirements under Section 176.006(a)_ By law this questionnaire most be filed with the records administrator of the local governmental entity not later than the 71h business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006,Local Government Code. A person commits an offense if the person knowingly violates Section 170.006, Local Govemment Code.An offense under this section is a Class C misdemeanor. 1 Name of person who has a business relationship with local governmental entity. 2 ❑ Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th bus-ness day after the date the o6g"nS'y Ped queshonnaire becomes incomplete or inacwrate.) (tame of local government officer with wh1 s ploymentor business relationship. �Iame of Officer This Becton (item 3 including subparts A, B, C &D) must be completed for each o`fzcer►i th whom the Fler has an employment or other business relatonship as defined by Section 176.001(1-a),Local Go,,*rrvnent Code. Attach additonal pages to this Form CIO as necessary A. is the Iota:government officer named in this section retrying or likely to recc-,ve taxable income,other than investment income,from the filer of the quesbonn3ire? Yes E3- to B. Is the filer of the questionnaire receiving or hkey to receve taxable income,other than investment income,from or at the d rection of the local government officer named in ths section AND the Wable income is not received from the local govemmental entity? ©Yes [No C. 1s the filer of this questionn3 re employed by a corporation or other business entity w.tlt respect to Mich the to" government o'fscer serves as an ofF,cer or director,or holds an ownership of 10 percent or more? Yes EN- D. Describe each employment or business ionship with the local government officer named in the section. re! t 14- Signature of person Orig bu=mess wlh me govemrnentA entity Dake, Aenptea 0612912007 CITY OF FORT WORTH Neighborhood Srreels Contract 3B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01225 Revised July I,2011 0035 13-3 CONFLICT OF INTEREST AFFIDAVIT Page 3 of 3 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (instructions for completing and filing this form are pro%Med on the next page.) thle queslronnalre reflects charge made to the law by H.B.1491,60th Leg., Regular 3Nslon. OFFICE19SEUNLY This is the notice to the appropriate local governmental entity that the following local government officer has become aware offactsthat require the officer to file this statement Date FL rENM in aeoordanoewilh Chapter 176.Local Government Code. 1 Name of Local Government Officer i 1 2 Office Held Name of person described by Sections 176-021a)and 176.0031a),Local Government Code 41 Description of the nature and extent of employment or other business relationship with person named in item 3 5 List gifts accepted by the local government officer and any family member,excluding gifts described by Section 176.003(a-1),if aggregate value of the gifts accepted from person named in item 3 exceed$250 during the 12•month I period described by Section 176.003(a)(2)(B) Date GiftAccepted Description of Gift Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) s AFFIDAVIT1 1 6"ar under penally of pequy that the above statemerd I6 true and correct I actnegedge that ute dl6doalre apples to a ramtly member(as detlned by Sectbn 176.041(2),Local Govemmed Code)of th/S local government olllcer. I also actnoA%dge Mal this statement corers the 12.rnunth period dKCMed by Section 176.003(a�Local Goverment Code. Signature of Local Gbnernment onieer AFFIX NOTARY STAMP I BEAL ABOVE 1 I Swam to and zuMcrbed before me,by lne sato trimr.Uw day 1111 1 of 30 ,to ccMly wwch.wetness my hand and:eat of ofice. Signature of officer admintsterinp oath Printed name oiofllcer adminIstering oath Title of officer 4dm1n1%W ring oath Adopted 0612912007 END OF SECTION ll CITY OF FORT WORTI I Neighborho&l Sfreets Contract 38 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ck),Project No.01225 Revised July 1,2011 004100 HID FORM i Page 1 of 3 SECTION 00 4100 l BID FORM TO: The City Manager clo:The Purchasing Department 1000 Throckmorton Street City of Fort Worth,Texas 76102 FOR: STREET RECONSTRUCTION,WATER&SANITARY SEWER REPLACEMENT 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C I 28TH STREET(ROBINSON ST.-ROCK ISLAND ST.) ELM STREET(E. LONG AVE.-NE 34TH STREET) MINEOLA AVENUE(DECATUR AVE.-HARDY ST.) NORMAN STREET(DECATUR AVE.-WEBER ST.) l City Project No.: 1231 UnitslSections: Unit I, Water I Unit II, Sanitary Sewer Unit III, Paving and Drainage 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. 1 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. s 2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering,giving,receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. 'fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial,non-competitive levels. d. "coercive practice"means harming or threatening to harm,directly or indirectly,persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Bid Proposal Workbook-Addendum T3T�27-2012 Form Revised 20f20327 00 41 00 BID FORM Page 2 ol3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Facilities b. Sainatery Sewer Facilities c. Paveing d. Drainage 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work Zandlor 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 t/ Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. /oposal Form,Section 00 42 43 Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37 �� MWBE Forms(optional at time of bid) elprequalification Statement,Section 00 45 12 Conflict of Interest Affidavit,Section 00 35 13 *If necessary,CIQ or CIS forms are to be provided directly to City Secretary /Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook-Addendum_i_8-27-2012 00 41 00 BID FORM Page 3 of 3 I 6.3. Unit I-Water Improvements $400,683.50 Unit 11-Sewer Improvements $144,086.50 Unit III-Paving Improvements $811,521.95 Total Bid $1,356,291.95 7. Bid Submittal This Bid is submitted on 7 ��o� h 1 Z+ by the entity named below. Respec !1y s bmitted, Receipt is acknowledged of Initial the following Addenda: By: Addendum No. 1: (Signature Addendum No.2: Addendum No.3: Addendum No.4: pan McClendon Title: President Company: McClendon Construction Co., Inc Corporate Seal: Address: PO Box 999 Burleson,TX 76097 State of Incorporation: Email: IblairCc�mcclendonconstruction.com Phone: 817-295-0066 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook-Addendum_1_8-27-2012 tnuas f11i)YAOFOS.YI. N.Sr ito SEMON 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Projal Item iafomution Diddrl's Propo%S Bidliss lttm Deacriptim Sp_.ifiwtiom So:dma No. Unit of=jdQ-t1tY Onil Pricc Bid Valli: No. UNIT I-WATER IMPROVEMENTS 1 0241.1511 Salvagewr Water Meter 024114 EA 75 $25.W $1,875.W ..... ___. .. 02 41 15 ... LF .645 $0.50 $322.50 2 024 L4300 Remove Cone Curd&Gulfer _ _ ... ...... - . ... 3 o241.1400 Remove Cone Valley culler 024f 35 _ SY 8 $1.W _ 500 4 0241.1302 Remove 6"Water Valve 024114 EA $Sfl.W $250..W 5 0241.1303 Remove 8`WalerValve _ 024114 EA 1 $50.00 $SQ.W Wide Asphalt Pvmt Repair.Residential(Type D,6"Min) 32 01 i7 _ LF ?2 $AS.W _. $980.W 6 3201.0112 F Ph _.. ...... .... - 7 3201.0111 4'Wide Asphalt Pvmt Repair,Res36enlial((Type D.W Min.) 32 01 17 LF 55 $42.50 52,337.50 ....._ _.. 320116 LF 7941 $8.50 ... 567,498.50 8 32Q4 0400 Temporary Asphalt Paving Repair(Type D,2'Min.) _ 9 3305.0109 Trench Safety(Trench?V) .,.,,..,., _.. 330510 LF 646_ $1.00 S645M 10 3331.0003OuctiteironWaterFillings .. 33tf11 TON 3 56,OW.W St6,WD.W ..... ... .. 430.00 3t 3313 0641 24"WalerPipe 3311 1D,3311 1233 13 33,33 31 44 ....LF.. 645 ..... 5134.W 586, 12 331L0261 8`PVC Water Pipe __ __ _._ 3311 12 __. LF 3343 $34.00 $3134.W $94 408408.00 13 3311.0161 6"PVC Water Pipe.. 331112 LF_...... 12 .W 14 33122001 1"Water Service,Melar Relocation 331210 LA 75 $72A 22 $25.00 $2,200.00 35 331220,03 1'WaterServce _ __ 331210 F ___ 5.W $SA,375.W 18 1"PrivaleService _.. _._ _ ........ 331210.._ _LF ......220 $15.W 53,3W.W .,. _._17 3312.30Q38`GaleValve 334220._ _.. 7=A._.. 8 51,150.fl0 $9,2W.00 16 33f2.3002 6'Gate Valve _ _.. 331220 EA 1 $6QQ.00 '00 19 3312-0107 Connection toFxisling20'Water Main _ _. _ ..,.,, 331226 EA2 $2,500.W SS,WO.W 20 3312.0102 Connection to Existing0`Water Main ____. 331225 _. FA 4 _._ y100.W 51,60000 , 21 3312.0103 Connection to Edsting W Water Main _... 331225 EA 3 $00.00 $1,200.00 22 3312.0105 Connection to E.]dSting l Z'Water Main __. 331225 EA 1 SSW.W SSW.OQ 23 3312.0001 Fire Hydrant 334240 __.. F4 1 _ $2,200.W _ 52,2W.00 24 3342.4004 8"x 6`Tapping SEeave&Valve 33 1225 >=,4 1 $2,100.00 $$400.00 25 3471.W01 Traffic Control ___ 3471 33 MO 4 $100.W _ $4W.00 26 3305.0110U1di1yMarkers 330526 _.. LS ...._ 1.. $250.W 5250.t)Q 27 33040101 Temporary Water Services 330430 LS_ i 525,OW.00 $25,0W.00 TOTAL UNIT I-Water Improvements sloo,rs�.5o l 1 C FII'O}FYIk1 H'nRT31 ST M1ARn CO:STfllY.1I�)\SKC[I1C'.iTIO rx XNF`,7S i3rt lri'T:�el Nt�rkal.,>ri un_,1_L7].tl17 F'�.Rs�iwt S)I D]I JI W i]43 fi wlo Sl:Cr1ON 00 42 43 PROPOSAL.1'ORAf UNIT PRICE BID Bidder's Application Prajat 11eet 1.11 m tion ISidWs Plop—1 L3idlisl hon D—iprion SPtcifiratinn Sation Na_ MeadRro Hid Qalniiij Unit Priu Hid Valtk UNIT lI:SEWER IMPROVEMENT s 0241.2261 Remove 4'sevmr Manhole 024114 F4 4 $225.1io $900.00 00 2 3301.0001 Pre CCTVIn"ction _ _ _ ___ ..,330131 3 33010002 Post-CC LJ• 2Q22 -� - ... .. pe ........_ _...N Ins Ilion ____ 330131 _ ...LF 2022 $2.00 $4,044.00 4. _.3305.0113 ClayPams 330.515 EA 2 SSOO.tXI S1,000.00 ...... 3335.5Q .... EA.__. 56 ... $625.00 ........535,0110£10 5 3331.31Q2 4'Se'Mer SeMco.2-Way Cleanout _. ..... _. - -- 6 333f.411S 8'Sewer PiPa _ _..._ _._. .. 33 i1.4Q,33 33 12,33 31 20 L.F ...,.1543 ..534.'S4 553,233.50 7 3365.6f09 Trench Hare (Trench_5') 336510 LF 1543 51.U0 $1,543.00 h 8 3339-1001 4'Manhole _ __ 333910.333920__ EA _9 $2,750.00 524,750.00 ...... ........... ........... ........... ... 9 3331,1102 8'(HOP6�Pipe Enlargement _.... 3331 23 LF. 202 $65.00 _$73,134.00 10 _ 3292.0106 Hiock Bad Placement _____ 32 92 6 SY _ 97 $10.00 $9713.00 11 3301.0101 Manhole Vacuum Testing 330130 EA 8 S100.00 _____ SL300.00 12 3305.0106 Manhole AdjesLrnenl,Major __.. _ 330514 _ EA 2 $1,100.00 $2,2330.00 13 3471.006E Traffic Control ......... 347113 MO 2 ... $100.00 .$260.00 14 3305.0110 Lftlity Markers _. _. _. 336526 _ _ tiB 1__ $250.00 __..$250.IF1 i TOTAL UNIT it-SEINER IMPROVEMENTS s1a�.os�so i i 3 c nr oP FORi ubR1H ST,l\UAHI)C/)\S4RC('TSO\SF'},tiIFlC.\TIUV 1)ULl'\IF_YIS ni13Y�+*1 R'ieihe l-.\Jkywkri 1 diT-D)II FR�lalMmlz) i R}4241 IYD PAO3'[AS.ai. rr,7cLO SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Projsl Item lnfanwliat Uiddefs Propa�st Bidlisl bent Ll�-scriplion SpxAf lion Shlion No Uait of Bidijuaalily Unit Price Qid Vaiva No. Mpsu t UNIT III: PAVING&DRAINAGE IMPROVEMENTS 1 0241.0100 Remove Sidewalk 024113 SF 12979 $1.00 $12,979.00 2 0241.1100 Remove,Asphalt PvmE 0241 15 SY 12976 $3.00 $38,928.00 3 02410300 RemoveADARamp 024113 EA 2 $100.00 $200.00 4 0241.0401 Remove Concrete Drive 0241 13 __ SF 7791 .,. $1.00 $7,791.00 5 0241.0402 Remove Asphalt Drive _ _ _ 024113 SF 1768_ _ $f.00 $1768.00 ;€ 6 0241.04113 Remove Brick Drive024113 SF 60 $2.00 $120.00 7 0241.05W Remove Fence(51ore To be re-instal at properly gne) 0241 13 ___._ LF 535 .,.. .,.. $2.00 $1.070.00 . ... . ... - 8 3231.0421 d'Ctta'cn Link,Aluminum 323113 LF 100 $34.00 $3,400.01)...... ........... .... - .... ........ .... ... LF 395 $X01) $ , . 9 Re•enslall F�dsl4'CBain link,With new Aluminum Past 790000............... 'i 10 3231.032 5'Wroughl Imn Fence 3231 13 LP 40 545.00 $1,600.00 11 31i0.0102 6",12"TceeRemoval Addendum91 311000. .EA 1 $1,000.00 $£,000.00 . 12......3471,01101 Traffic Control _ ........................... _. 3471 t3 ......... MO 12.,, $100.00 $1,200.00 13 3291.0100 Topsoil ___. _...... 329t 49 CY 400 .. $14.80 $5,920.00 .......... 14 3292.0100 Block Sod Placement(Match Existing) _... ...... ... .... ......329213 SY 2100 $3.35 S7,035.00 15 3123.0101 Unclassified Excavation 312316 CY 6574 $14.00 $92,036.00 16 3125.0101 SWPPP z 1 acre 31 2501) LS 1 $900.00 $800.00 17 3211.0400 Lime ........... ............ __. __._. .321129 TN .140 $139.00 ...$19.460.00 ' 18 3211.0501 6"Uma Treatment 127 LBS1 SY) 321129 SY t0120, ......$2.20 $22,264.00 ' 19 3212.0401 HMAC Transition(Type D,M]n 6") 321216 TN 9 $250.00 $2,250.00 ;! 20 3213.0103 F Cone Pvmt(3600 PSI Min) _ 321313 SY .,,..12346 532.25 539aj%50 .� 21 3213.0301 4'Conc Sidewalk ..............._ 327320 _._ SF 21497 $4.25 $91,362.25 22 3213.11401 6'Concrete Driveway 321320 SF 11160_ $5.77 $63A35.20 23 32 t3.0451 6'Concrete Driveway,Exposed ggpreQate 321320 SF 115 $6,50 5747.50 24 3213.0501 4'Barrier Fina Ramp,Type A .... 321320... . _ EA 6 .....5513.00 $3,300.00 ., . . .... . ?5 3213.0508 4'8ardec Free Ramp Typed _... _.. _ __.... 321320 .. ........... EA 4 8W.00 26 321&0102 -Conc6urband-OutfeF AddendumtFi 42-4" _ LF „.,.69" 27 3246R302 TGancYalle unes _.. _ _ Addendum 61 ............... 22-4643._. SY 92...... 28 Miscellaneous Utll,ty Adjustment(Pro Bid) ___ LS 1 10,000.00 S10,000.00 29 0241,0700 Remove Mailbox 024113 EA 5 $%00 $250.00 30 Re.on5 In,cl Mailbox Jo match Existing __. _. .......... ............. _. FA 5 ... ....550.00 $2.750.00 ..... ....... ....... ... .. 31 0241.1300 Remove ConeCudl6Gutter Addendum Pi 024115 LF 6665 1.50 $9,997.50 TOTAL UNIT III-PAVING&DRAINAGE IMPROVEMENTS 38t 1,521.95 z { Bid Summary - UNIT I-WATER IMPROVEMENTS $400,683.50 UNIT 11:SEWER IMPROVEMENTS $144,086.50 UNIT III-PAVING&DRAINAGE IMPROVEMENTS $811,521.95 Total Bid(Unit I+Unit II+Unit 111) $1,356,291.95 crn'ar rnxT wuRnl STAND 013C1)\SFRI:I'Tlr)\SFF.CliiCATiO�[x)LY7il;w'/ r�Rni,ei J)tJ}!J) ry'4}hfi.ul N'�Ahvl;..iAkalb 1.&d1.D017 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 our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, not required to underbid resident bidders. B he principal place of business of our company or our parent company or majority owner is in the State of Texas. L7 BIDDER: McClendon Construction Co., Inc B PO Box 999 Burleson, TX 76097 (Signature) Title: President Date: I ] l_I � I ii END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LFarm Revised 20110627 Bid Proposal Workbook-Addendum_1_5-27-2012 004511-1 BIDDERS PREQUALIFICATIONS Page l or3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven(7)days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application,the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents(Corporate Charter,Articles of Incorporation,Articles of Organization,Certificate of Formation, LLC Regulations,Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 1 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun&Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalifleation Requirements a. Financial Statements. Financial statement submission must be pI'ovided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION i CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 0o 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 t 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 PrequalificationExpiration Date L Water Facilities ME Burns Construction 4/30/2013 Sainatery Sewer Facilities ME Burns Construction 4/30/2013 Paveing McClendon Construction Co., Inc 12/31/2012 Drainage ME Burns Construction 4/30/2013 1` The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McClendon Construction Co., Inc By: Qt4l\ PO Box 999 Burleson, TX 76097 (Signature) Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Sid Proposal Workbook-Addendum_1_8-27-2012 0045 13-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of S MAJOR WORK CATEGORIES,CONTINUED Sewer CIPP,42-inches and smaller Sewer CIPP,Ali Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System,Urbali/Renewal, 8-inches and smaller Sewer Collection System,Development, 12-inches and smaller Sewer Collection System,Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urbalr/Renewal,42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller a Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes 1 Transportation Public Works i Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Asphalt Paving Coustruction/Reconstruction(10,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) Concrete Paving Construct ion/Reconstruction(LESS THAN 10,000 square yards) Concrete Paving Construction/Reconstruction(10,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED[INSFIZI"REVISION DATEI 0045 13-5 BIDDER PREQUALIFICATION APPLICATION Page 5 or 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/leer name? If so, state the name of individual,name of owner and reason. 8. In what other lines of business are you financially interested? 3 3 9 9. Have you ever performed any work for the City?If so, when and to whom do you refer? i 10. Give names and detailed addresses of all producers from whom you have purchased principal materials during the last three ears? NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? YEARS OF PRESENT POSITION CONSTRUCTION MAGNITUDE AND NAME OR OFFICE EXPERIENCE TYPE OF WORK IN WHAT CAPACITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1,2011 OU 45 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 t6 17 t8 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment,you may show these 30 types and show the remainder as "various". The City,by allowing you to show only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model,and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1,2011 00 45 26- 1 CONTRACTOR COMPLIANCE WIT[I WORKER'S COMPENSATION LAW Page I of I i i SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it r provides worker's compensation insurance coverage for all of its employees employed on City Project No. 01231 Contractor ftlrther certifies that,pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: i D i Company (Please Print) � t� i 'I IC�t��l Cons trLIOtion Signature Address P0. BOX 999 L�I'i cs��, T- xas 76097 Title: �� � City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEF RE ME,the u dersi ned authority, on this day personally appeared known to me to be the person whose name is subscribed to the for,e,g�oin i strul lent, nd acknowledg to me that he/she executed the same as the act and deed of/x M147( (5 . �D . for the purposes and consideration therein expressed and in the capacity therein stated. c It G EN UND tR MY HAND AND SEAL OF OFFICE this 1� 1 day of 20!7— Notary P li n and for the State of Texas END OF SECTION AV,-11'e MARYJ.PORTER MY COMMISSION EXPIRES ' September 17,2016 CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 00 45 39-t MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page I of l SECTION 00 45 39 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL, APPLICATION OF POLICY If the total dollar value of the contract is $50,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE 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 and Women Business Enterprises(M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. { a MIWBE PROJECT GOAL The City's M/WBE goal on this project is 19%of the total bid(Base bid applies to Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: j 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation, or; 3. Waiver documentation,or; 4. Joint Venture. Failure to comply with the City's M/WBE Ordinance,shall result in the Bid being considered non-responsive. Any questions,please contact the M/WBE Office at (817)212-2674. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall'deliver the 1Vi1WBE documentation in person to the appropriate employee of the Managing Department and.obtain a date/time receipt. Such receipt shall be evrdencethat the City received the documentation in the tirnc allocated.;: A faxed copy will notbe accepted: 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five(5)working days after the or exceeded: bid open n date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m.,five(5)working days after the Utilization Form,if participation is less than bid opening date,exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.i five(5)working days after the Utilization Form, if no M/WBE participation: 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)working days after the perform all subcontracting/supplier work: 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)working days after the to meet or exceed oar. bid o enin date,exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH2O09 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.0123I Revised 312112,912 00 52 43-1 Agreement Page i of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT,authorized on D F C OA 2 0 12 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and McClendon Construction Co., Inc., authorized to do business in Texas, acting by 6 and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1.WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2.PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Street Reconstruction, Water&Sanitary Sewer Replacement, 2008 CIP Neighborhood Street, 16 Contract 2C 17 City Project No. 01231 18 Article 3.CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 30 calendar days 365 days after the 24 date when the Contract Time commences to run as provided in Paragraph 2.03 of the 25 General Conditions. 26 3.3 Liquidated damages 1 27 Contractor recognizes that time is of the essence of this Agreement and that City will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 30 General Conditions. The Contractor also recognizes the delays, expense and difficulties 31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 32 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay !I 34 City Three Hundred Fifteen Dollars ($315.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF FORT WORTH 2O08 CIP Neighborhood Street,Contract 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projeci No.01231 Revised November 09,2011 005243-2 Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 City agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of One Million Three Hundred Fifty-Six Thousand,Two 40 Hundred Ninety-One and 95/100 Dollars($1,356,291.95). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between City and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form 48 1) Proposal Form 49 2) Vendor Compliance to State Law Non-Resident Bidder 50 3) Prequalification Statement 51 4) State and Federal documents (project specific) 52 b. Current Prevailing Wage Rate Table 53 c. Insurance ACORD Form(s) 54 d. Payment Bond 55 e. Performance Bond 56 f. Maintenance Bond 57 g. Power of Attorney for the Bonds 58 h. Worker's Compensation Affidavit 59 i. MWBE Commitment Form 60 3. General Conditions. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6, Drawings, 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 e. Change Orders. 73 d. Letter of Final Acceptance. ,. '. 74 CITY OF FORT WORTH 2008 C1P Neighborhood street,Contract 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised November 09,2011 i 00 52 43-3 Agreement j Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees { 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused in whole or in part, by any act omission or ne li ence of the ci 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city,its officers, servants and employees,from and against any and all loss, damage 89 or destruction of property of the city, arising out of,or alleged to arise out of,the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused in whole or in part, 94 by any act omission or negligence of the ci 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. i 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns, 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH 2O118 CCP Neighborhood Street,Contract 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised November 09,201 I 00 52 43-4 Agreement Page 4 of 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. 120 7.7 Authority to Sign. 121 Contractor shall attach evidence of authority to sign Agreement, if other than duly 122 authorized signatory of the Contractor. 123 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties("Effective Date"). 128 Contractor; City of Fort Worth MUE111EMN CONST. CO, INC. By: 75�__ e:�� Fernando Costa By; A Assistant City Manager ( rgnatur Date / DONRS1 £fi�T Attest: � (Printed Name) Mary J. Kayser, 445�� f oni r a�City Secretary uoopoaa°po° Vo � (Seal) pro ° Title: Ywwn CAP x� Address: op ao°. d� McClendon Construnflon M&C Z y `j j� %fig �� 0000000004 �d P.O. Box 969 Date: 1 Z 4j I L a ll�0.X0'���a Burleson, Texas 76097 City/State/Zip: Approve -as-tp Form and Legality: Date Douglas W. Black Assistant City Attorney 129 130 131 APPROVAL RECOMMENDED: 132 133 W (,J:��v 134 L):_"A - — 135 Douglas W iersig,P.E. 136 DIRECTO , 137 Transportation and Public Works Department 138 CITY OF FORT WORTH OFFICIAL RECORD 2008CIPNeighborhood Street,Contract 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMEN SCITY SECRETARY CRY Project No.01231 Revised November 09,2011 FT. WORTH, TX 0061 13-1 PERFORMANCE BOND Page 1 of 1 SECTION 00 fit 13 Bond No. TXC 604806 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we,McClendon Construction Co.. Inc., known as"Principal"herein and 9 Merchants Bonding Company a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one 11 or more),are held and fumly bound unto the City of Fort Worth,a municipal corporation created 12 pursuant to the laws of Texas,known as"City"herein,in the penal sum of,One Million Thre 13 Hundred Fift -Six Thous nd Two Hundred Ninety--One and 95-1100 Dollars l 356 29 , 14 lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas for the 15 payment of which sum well and truly to be made,we bind ourselves,our heirs, executors, 16 administrators,successors and assigns,jointly and severally, firmly by these presents. 17 WHEREAS,the Principal has entered into a certain written contract with the City 18 awarded the day of 20 ,which Contract is hereby referred to and made 19 a part hereof for all purposes ad VfuY1y`se'Mrth herein,to furnish all materials,equipment labor 20 and other accessories defined by law,in the prosecution of the Work, including any Change 21 Orders,as provided for in said Contract designated as 2008 CIP Neighborhood Street,Contract 22 2C,City Project Number 01231 23 24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders,under the Contract,according to the plans, 27 specifications,and contract documents therein referred to,and as well during any period of 28 extension of the Contract that may be granted on the part of the City,then this obligation shall be 29 and become null and void,otherwise to remain in full force and effect. 30 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 31 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 32 Worth Division. � I CITY OF FORT WORTH 1008 C!P Nelgh6onccod Street.Contract 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS QV Aroject No.01231 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Puge 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN'WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 7 PRINCIP 8 9 McCl do Cons r do , I c. la l 1 IiY: 12 Signature 13 ATTEST: 14 15 BAN MCCLEHDON, PRESIDENT 16 (Principal)Secretary Name and Title 17 18 Address: Po Box 996 l 19 Burleson, Tx 76097 L 1 20 21 �W- 22 Wiiqss as to neipal 23 SURETY: 24 it 25 Merchants Bonding Company 26 - 27 BY: 28 Si to 29 30 Jennifer J. Clark, Attorney-in-Fact 31 Name and Title 32 33 Address: 2100 Fleur Drive 34 Des Moines, fA 50321 35 36 37 WitnessastoSurety Telephone Number: (515) 243-8171 38 LaDonna Dinser, witness 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 1 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address,both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 fi CITY OF FORT WORTH 2008 CJP Neighborhoat Siree►,Connncr,2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Qv Project No,01231 Revised July I,2011 � I 0061 14-1 PAYMENT BOND Page 10172 i SECTION 00 61 14 2 PAYMENTBOND Bond No. TXC 604806 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McClendon Construction Co., Inc., known as "Principal" herein, and g Merchants Bonding Company , a corporate Surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 1 l corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of One Million,Three Hundred Fifty-Six Thousand, Two Hundred Ninety-One and 13 95/100 Dollars ($1,356,291.9_5), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County,Texas, for the payment of which sum well and truly be made,we bind ourselves, 15 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these ll 16 presents: II 17 WHEREAS,PrincV l has entered into a certain written Contract with City,awarded the 18 day of rl F c. 0 4 12 20 ,which Contract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein,to furnish all materials,equipment, labor and 20 other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as 2008 CIP Neighborhood Street,Contract 2C,City Project Ll 22 Number 01231 23 24 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if I26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code,as amended)in the prosecution of the Work under 28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 29 force and effect. 30 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 32 accordance with the provisions of said statute. CITY OF FORT WORTH 2008 C1P Neighborhood Simi,Contract 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cl{v Project No.01231 Rovisod July 1,2011 Ll 006114.2 PAYMENT BOND 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 day of 3 DEC 0 4 2D12 .2Q 4 PRINCIPAL: MCCien n nstruction Compa c. ATTEST: BY: h�j Ak gnature Dan McClendon, President (Principal)Secretary Name and Title Address: Po Box 996 Burleson, TX 76097 ness a to rincipal SURETY: Merchants .Bonding Company ATTEST: Bc�>_��1:4 ( & 1gn ture () -L,) �I/YIr) Jennifer J. Clark, AttojCnev--in-Fact (Surety) Secretary - Colleen Romo Name and Title Address: 2100 Fleur Drive Des Moines, IA 50321 Witness as to Sure LaDonna Dinser, witness Telephone Number: (515) 243-8171 S 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address,both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH 2O08 C1P Ne{ghborhood Street.Conrraci 2C STANDARD CONSTRUCTION SPECIFICATION DOCUM ENTS Q.v Project Na.01231 Revised July I,2011 0061 19-1 MAINTENANCE BOND Pago I of 3 1 SECTION 00 6119 Bond No. TIC 604606 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McClendon Construction Co.,Ines known as"Principal"herein and 9 Merchants Bonding Company a corporate surety(sureties,if more than 10 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one 11 or more),are held and Firmly bound unto the City of Fart Worth,a municipal corporation created t2 pursuant to the laws of the State of Texas,known as"City"herein,in the sum of OneOne Mon, 13 Three Hundred Filly-Six Thousand Twa H m. red Nine -One wd 95/100 Dollars 14 ($1.356,29_125),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,th ri p l�lpntered into a certain written contract with the City awarded the 20 day of 20 ,which Contract is hereby referred to and a made part 21 hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor and 22 other accessories as defined by law,in the prosecution of the Work, including any Work resulting 23 from a duly authorized Change Order(collectively herein,the"Work")as provided for in said 24 contract and designated as 2008 CEP Neighborhood Street,Contract 2C,City Project Number 25 01231 26 27 ;and WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 31 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefore at any time within the Maintenance 34 Period. 35 CITY OF FORT WORTH 2IMS CIP Nfthborhuod Sriver,Confo a 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CJ1vf'rufrallo.01231 Revised July I,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall an 2 remedy defective Work,for which timely notice was provided by City,to a completion y 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 to 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. i 17 18 i CITY OF FORT WORTH 1003 CIP Nelghborhuod Stmo,Cnnimci 2C STANDARD CONSTRUCTION SPECIFICAVON DOCUMENTS Crry I'MircJ No.01231 Revised July 1,2011 0061 19-3 MAINTENANCE BOND Page 3af3 WHEREOF,the Principal and the Surety 1 IN WITNESS WN p Y have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of 3 DEC 0 4 2012 ,20 4 5 PRINCIPAL: 7 McCle don Construction Company, 87x -j�j 9 BY: 2�-, t0 Signature �� 11 ATTEST: 12 13 Dan McClendon, President 14 (Principal)Secrelmy Name and Title 15 16 Address: Po Box 996 17 Burleson TX 76097 18 19 20 t ens as rincipal 21 SURETY: 23 Merchants Bonding Company 24 25 13 26 S 8 a 27 Jennifer T. Clark, Attorney-in-Fact 28 29 ATTEST: Name and Title 30 31 Address: 2100 Fleur Drive 32 ( urety)SCC1'6lary - Colleen Romo Des Moines, IA 50321 33 34 35 Witness as to Surety Telephone Number: (515) 2 4 3-s 171 36 LaDonna Dinner, Witness 37 *Note: If signed by an officer of the Surety Company,there trust be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation, If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 u I LE Cr1Y OF FORT WORTH 2008 C1P Nelghborhood Strcct,Contract 1C I I STANDARD CONSTRUCTION SPECIFtCATIC}N DOCUMENTS C 1ry Project No.01231 LJ ReviscdJuly 1,2011 �_E MERCHANTS BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll-free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX(1109) MERCHANTS BONDING COMPANY,, POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,both being corporations duly organized under the laws of the State of Iowa(herein collectively called the"Companies"), and that the Companies do hereby make, constitute and appoint, individually, Betty J Reeh; Bryan K Moore; Gary Wayne Wheatley; Jennifer J Clark; Joseph Hal Clayburne; Michael D Hendrickson; Pat J Moore; Richard A Deal of San Antonio and State of TX their true and lawful Altomey-in-Fact,with full power and authority hereby conferred in their name, place and stead,to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION ($3,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. "The President,Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012. ,.o,.rf,rhar�N •••_•••. �4' �•. 4�O,� MERCHANTS BONDING COMPANY p0A�A •'. MERCHANTS NATIONAL BONDING,NCTUAL) -o- o - 03 - :a _ 1933 :c; By is STATE OF IOWA '�•�!�„r,r,r„0`1. •••••• President COUNTY OF POLK ss. On this 1st day of January 2012,before me appeared Larry Taylor,to me personaliy known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.;and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa,the day and year first above written. �, MARANDA GREENWALT Commission Number770312 My Commission Expires ° October 28,2014 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. ffll f In Witness Whereof,I have hereunto set my hand and affixed the seal of the Companies on U fl 4 ?012 this day of a 1933 Secretary POA0014 (11/11) •,,,�'�.. ..;,���� ••�y. ..•••.. �r�lNrurH��«4 ® THIS ENDORSEMENT CHANGES THE POLICY.PLFASE READ IT CAREFULLY. CfQ&-g openibns.a feIPeds WS Pravle:¢n.deee tort apply to"bed4Y ln}.W W-prope,f/danegs' ¢au'r�ng star. TEXAS (a) A9f-k kdvfng maleris%parts or egLgmrA fordshed In my Qftve,lh vrh w¢rkan the l*o*I CONTRACTOR'S BLANKET ADDITIONAL1N5UREDENDORSEMENT (other thansarvlca,naWor fsa<epaks)tobeperrorreedWwoneaha+fwthead Oxal w+sad(aj Mthe sAe d1he ca.-dad epera:'"has been ccrw lad;w Tits eMorse 1moR5e.s Lsswanrs prvs.ed ender 1.kh9*V: (b) Thal p-Wn fywr Nwk•-t ofwHJ h th*tryh,y wdamaye a es his iHan put le"..3 h1 wA dUse by"person w orgahabon o•Iwrthan mother wNva:twa strboxhaor engaged In p-rf rang COMMERCIAL GENERAL LIABILFTY COVERAGE FORM oParabms for a P"pal as a Pent ortho soma prol.a All of Ps terms,pn'fsons,BaCRJ3kN9,6040teonI or€he CWelaga form apply except a9 apacs'_W 6ld€ad b. Tho Nnng9 of r:sar+ens ePrOablo{o the aidbareliau[ed era the bast oflhoss apttiP,ed4r the Holton I Deaw. or fiLen ag[eanssnlertathe Oada 5a .s dlh'pvky.The UmYs oS brstaerlCfegP'!Cate sa BM _ _.., eddlonal kwaed me fork, *d and nd M edte:on biha F.Ta d fmsuraxe 9lxrnn in She Oechra6em. Polley Namber AgenoYNamber Pegty EHe[krsw Dala a The addT,fonal!,toed at.tu,paneled by th's end .—t does no4-1-d ba}'wd she expira5m ar CPP2051102 766324 01/31/2012 lard-rmofa p-Taes lease m rental agreerrnM nor beywd the Brent Uil po". P¢acyEaplratlerslCencaaa{bnnet. 0a1e +AIounkNumbw ri If aNTdWtcaal'radwNdtlenaFtementasocCTOabm.aaequkesOmtodoklo"mtinedsrabaLv ftamed Insured Agency m Com an t P Yby Dds endor.4-rk'ISTx RISK SERVICES IUSURE MUTUAL INS CO. carPAtrY. rcc. ADDITIONAL INSURED-OWNERS,LESSEES OR - CONTRACTORS{FORM 0) i. SECTION A-WitO IS AN INSURED as en krswed a'rY perwnawgaAFiaYon wham}lw ere regked b add v an add>ri,^Aaf ironed an Us"s peaty t.tder a xrdlen:aviracl w shr:aen agreerrsnt re*Osg Ills endwsemeM madcies ksuelwe prokkd taller the fofow6sg: b}wrbUsi:es!_Tina nrillen oxaredwsar7aen agreemard nnnireq:ise add<7ona36uored slates fora fnrw period dseasg tree term d Uis pdKy and ba ezeculed prYxlo UN'todiy G{1ay','PropL h'damapa',ar'psrsa:at COMMERCIAL GENERAL LIABILITY COVERAGE PART. � mvf adnMa n9 k1'Usy'S',sa0 ri»b a da}n under Ws iaTcy.II,hOA91'er,yarn voit'xas carmen;.ed Urkcr SCHEDULE Butler d6laflwwak wder,fut(Ed4¢aB:T�eeglall lCdUClwlleriTr.Cg w.0br 30 ddya Gem fW.11 FJ conmenxmeM and N�1 W!xfne[e Nl»sa usslcmariroerY.ra:1e ra7rAe R1Y/be rim�l9d 89 8dGt1M:d Ir54aHds, NdTe 01 PBrEpn w 0r9aNza�An.'Blx�tel Whore Regdrae b(Ylr�ien COMrad w rag N1 pr.Ide add;O-A hsrei status as aped€ed in Ibis endoaanc-m. Agrea9Rrs 0sat the terms atCG 20 10 1 t 65 apply. 2. SECTION If-WHO IS AN INSURED Is a dod b add it.foSftk: (Ilno orwy ppears alwsv,Worma!kn romared b co of W.e Wia eo3wsamens wet Nth*addabnal 10 Wed C: be a w-h the DadaraW9 as eWTc to Ws erdcrsarnenL) a. An kaS•'*h:al.Wq§epasSe b r�9a&1 edd'Liandl bys Wed- W71D MAN tNSEH{PD(Sateen rl}fs amended b aadude as aZ ksn*ed$m pwanrr 1 or orpaNzMtm Vv-h the SchedLM,rwl oNy nCh respect to FabMy er€aiseg out of b. Apart-"or)d A,,rr-,manbe,e,pe —,and lhelr apars os ere ako eMt-A kas_Teds. 'yvW srW rw"hawed by or for lul. o. Alm:adF.KStywmpan7.—be,.and nlarwK,e era No adddlEorsal inswedx Ccprrtgh4 Insverxe seni_ae OW.,k.,Iga4 d. An orgallTa on o?."r Wm a padnershp.)oW wahre or k iod Fatly co,�.e;recUhs of r,ers ant CO 24101435 6recWra ofWsa wgarsuyawr a'e aEsu aditbralhsWeas.5€acktxiaera are else oddTlonal baureds,brA e. The kslxencep RW to 1.ed�t'oJI—ed does not eppty l¢'bedl*,r,*Fop"damage•,w � my w2Js re^ped b ChB'.r EebAN es srodholdeis. I '{wraasal ark adverb-urg hwy'erisYog aAwanarctsieuY.ergPneels,or auvn{rofa rendef✓g da e. hWs€.Sn.stees we Nsohhsweds,6uL usiy wAh rasped glhs'x drf�sasfrustaas. ra9cabronMrany proksstonal canlwstr>cAnLrng bUt nalfm',ed to: � i . d. ma krwrar s yrv,Lsw w too addtan;.s rnwrea u,acr usb endorcemeM k3 rmr•.cd o9 rotate 11F ran proparktg.apptwrg,w rG.+r g to prepare w uPProra mope,dren'„g1,opnan9,reports,moneys, i e. That Person.or n"OaNre@on n-4y an 967hfsm l 4a .d nith rasp&!0 CAG&ts,tar OV WI01: d vV wdera,dos'gn spexifica.1;o a.rind (2) RUpenlsary,InspKfioN or any t-arf/g ekes. (1) Prertzses kL+r orn re L 7ase.w atop!or 2) Youar>BUrg ra3ols,um'ess Cie wn'Uen cosb•aclw Nsrian canna at.f e9 cmn stet I. SECTION iV•COM1dERCUL GENERAL UA63LFfYCONDITIO€FS.paregreph 4.Other{nswance iS ( w y de4ied ark rep aced xb Uvs fo3a la g, opendtosmxrnga(w mxrF,to WsoSarre 46"*,Inlf case tlta roveraga prrn'ketl shot .. tend fa yvurcaryst..ei operoacns far ssal edddmaf lnsurod. 4. uNerineUrenee. Pra•risas,as respects Vie fxa.{s.'at ah.1 kxlude ooUanonw P'k7.areas abort esch pvlsss N so Arrysxr wage prorked hcis endwsemeMaercess osrramy OFhofvaTd eras ocslte hrnence ryelalia to req,ered hgwakisn contract w%4WA agreAM L t»el lkMuad wlwtAar PvimaY,9rcess,ranGgard,wonay OP1e7 berm-em kfelrar,dn M*ada rd0w€ayeer,eMupyre!Umt Ord fnvraAce be PrhnrY.inw"terse P2*kis e&m wl be pn"irkWA oc drbbban Fom such 00W W Wane avaiatde b the eddy Ir&... $Ktld9a txpy6lftted mabaisf of 1f rersca Se Wes Qe.Ina Includes CW TFglaed:ss wow of lnsWLY.B 5e[J.cea OBbe,Ir.c� CG 70 S50510 PagoI oft cc 7035051a Page 2at2 Pot Icy Nu*ber: CPP20S1702 11—d lnsured: McClendon Construction C-Dany, Inc. (2) Cease HrayrWPlarrslEas%SlpmeM,c WSnrAnlereq ov'wmaftdofddamtusond Draw Policy Nu abet: CPP2051702 sxn&ar pradwU Wr5lA less been deisrm!nad that esl mode ptodads ere free from dasec:e ihelwdd ba Named insured: McClendon Const—ti.on Cn pony, Inc. e cause doss oaten a e 4ssu.errce. COMMERCIAL GENERAL LIABILITY ce 020501 Pa ta. uNINIENOONALFAILUtLETODISCLOSEIfAIARDS Paragraph S,ftapsasentaUens u lateral and reaaced rattle 1hB foSOx»g: 19I8 ENDORSEMENT CHANGES THE POLICY.PLEASE READ FF CARFMILLY. S. Represenla{IanS Byaooepvsg ahkpotty.5%agree: TEXAS CHANGES-AMENDMENT OF CANCELLATION PROVISIONS a The slg€emu+dsInr,00edarat'w.sarBar<ursteaaaaerpl,te; OR COVERAGE CHANGE b. Thawsta`emmts arabased upon-P-$tn!a5009 you mad'to us:-M C. WO Eahv Issued Wa Wo y Ls pay-4—your rWeseni t5ane. We Wd Wt denyv vgo 1.nda Ws cmvisge pad Vyou un"tr0m?y fal lededwe al hax-erds This ondorI—Anad:5oa kuure::re prmikd wdsr the feffina4eg exlsl'rg as a11ha klcsp¢sn date of tNs paicy.You mustleporl to Us arry kswa&ldp tar an arm a omss:an in tva dosurPson of any pramkes w oWaitons heM&d to W=wed by She Cmvr CONAtERC1AL GENERAL UABA.FTY COVERAGE PART Form as anon aspraUceMB aYaras:Aseaary.fWArever,tss prndssart does nolaNecl our dghl{o LIQUOR LIABItIIY COVERAGE PART c0Tec1 oddvrnW preh n rrm xwths wa rf9ihl oicance'datlon w norde -N'- 01AWERSADCOT RACTORS PROTECTIVE LNBNIIY CWE.RAAE PART POLLUT"i L"MTY COVERAGE PART 17. TRANSFER OF RIGHTS(BLANKET WANER OF SUDROOATI)R) PROOICTSOMPLETEO OPERAVNiS LIASKITY COYFRAOE PART P..Vaph S.Transfer of Rights Of Res¢Yery Against Other*To U*Is do'Aled ant replaced vrM the RAARoAD PROTECTIVE LiAnl{TY COVERAGE PART foaaah'rg: B. aNa k:pxed has d9hLs to resmec Tor pad of arey paymentwalave made lmdt this peerage Tam, ks Cie erai dcalxTaFunwrre'ersl tlssaap?a Pal radtrcas orresP,asCse4•*lrasws a3c1da1 by Cos Cmarage Part we a5rea tlithein s righksto reea, The fWOfaustda renirt9 aBer loss Oimper'ham.A{osr req{ael 10 1pe�W_feral w-.4a4ps a mAAAM ctange for the hsWedss016te+g'sdYwtran3rw$nao fghtstow endt*KPus errforcatham.Flana,er,110re kssured Tres wahvd el9sds b recavr 1vrw9h a wTinea amUxt or A gnus Ymrk'was eerrvrrrked order a le:lsr d in',wsl a prod.ceder,aeA'{GC1 b a v>bsBYrtcnt redUCEon m Nr+a^9 3tis W sbnsera stinso sysbnury SovDk.KE cardrecis regare avrahra,be wa',+o any right Ofrecmvey we mayhahe under Cis Cevlaga F.- 1. Noma: ANY PERSON OR OROANIZATFOH FOR WHOM ISE ilAIAEO INSURED HAS ENTERED t"TOA ice. FXTENDEDHONCEOF CANCELLATIONARONONRENEWAL WRITTEN COIfTRAGTWF0LHRFQ(jtpX5WRMENH01C;E OFCANCELLADONAS PER CERTIFICATE&ON FlIE1Yli11T{E COMPA1{Y Paregrepbe 2.6.of A.Canee9albn of uro COMALOIL P811CY CONOlTPDNS Fs de4eted and rBp?xxd rd9r 9a I01061e'q: 2. Address: b. DD daaa b¢fwo The eifesLe rlalo dRo ranee7at'm a xe cancci for a i other rea»n. t7n3er SEC TRIN W-COMMERCIAL GENERAL LIABILITY CONDITIONS,Pange(h 9.When Wa no Not Renew kado!etcd pod reared sµgt Cso klbrfag: 0. Number ddeYe adnnea nmiu: Sri• 9, When We Do Hen Renew a. Y7emay e'ednd to ree $is po6ry axsera,Oralabler the proThlY.T IsWre Teraa kssWance Coda, more may not rah.»W renen ass aoLes`y,tacausa the po&cyt:odM Is as et4-cled elLial. M no er7ry cgpaars aboa hi¢mrdbon rBgefiraa to cucp+ils this wdsraarzra x0 to shosN 5s Ps OaCaraswa as app5cat.a b. tNYe:edrlMbrcaww Oda po5cy',wema7ldosabymaangwd-4mkgtotseFa lhomedksur d, {eDdserdueamxts,l at th,Last maEng add'ess kr A 1.W.wdl€en WVCe of nmenBnal,slaCrq D,e fee son I- •EXCEPT IN T11E EVENT OF CA1ICELLATIOH FOR 731E NO'i PAYME NT OF PRELINU FOR Wlt;w 10 DAY5 IwraenanaP,at least b0daya baforo Ws Wryk aefdate.II nocca is maned Or d95vafad less It-OD NoT10E SHALL SE GNFH. days before ens mpkstan dos,Pia pokey%'X reman M OlfeclUAN She SI It day*her Css dons W whkh Ore m5ce Is ma70 a&a Avc L Esn ed Nonnk"far arty petm OFca:vrage that es lends baTorsd the e,p4e'!M.data Mba Lang Mpro rote based an ma PIWZ—year.Premha o. If no_Ce Is maned.proar o rn.Ung hv%I.sdf:meM Prodd n lee. d. The vansfor or pokefhakl-Sal^eon adr&'ed cwn pa*s W01n a"lama hsWeruW g•oW is not ct-Vered a rV.W to rases. 19. MOBILE EQUIPMENTREOEFCIEO L"r SECTION V•DEFINITIONS,peaarynpls 12.'Isoble agipvrer:C,paragraph F.III does ON apply to..Y.- prope5ed,reWesd#assttz I,QW pounds gross IOkla vet!Q i 0,a1 are ml Ms'gned(or Kghnay use. Ln�udescopydgided n+audal dknWw.ce Star°`cos OCC'»'kr eC OZ 650148 Coprs'9Fsl,ku--ca 5en?eor O€Frce,loc-1994 lapel oil ❑ Papa a of s CG TO 53 it 09 i WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 0304 A WORKERS COMPENSATION AND EMPLOYERS LABILITY INSURANCE POHCY WC 4208 01 {Ed.1-O0F IEd.7-841 TEXAS WATYfR OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endoreement applies only to the inu'arwo provided by tho poi:ky bacausa Texas Is shown In Ram 3.A.of TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT ' the Enformalbn Paea. i Wo have fight to recover—payments from anyone Kallo for an Injury covered by this porky.Yye w1Y not This endMsemenl aWi,a only to the Irasorance provided by the pafcy beeao[a Taxaa is drown 17 hem 3.A.01 the enforce Zrou r;oht oge:nst the poison or o'genitetien mined in the Schedo'..WE IN,waiver pppF4e ony wiih Infer-11—Papa. respect to bodly in'ryry arising aW of the operafbns described in It.Schedule whore y-are mqulmd by a M Ilia event of cancellation or other mme*0 hangs of the Po9ey,via evil mail advance notice to the parson or '.. W41rn contract to obtain INN via''-1 hem us. organization named In the Schedvlo.The mannbar of dais advance mike Is shown ha the Schodub. ThWS andoesemem shell not opurata dl'eclly w Indrecity to Eanotil anyone not named In the Schedule. This endorsement 0.1 nos opefete&.0y or irldlmmty to bonelit anyone net nomad In the Schedule- Th.prenl'um far W5 andarso—nit Is shown In lion Schado, Schodule Schedule 1. f ISNe Iflo Wei— 1. Nombar of days advance raot4ka:30 Name of person or or4arJ,taioa 'EXCEPT IN THE EVENT OF CANCELLAT€ON FOR NON-PAYI.1641' OF PNEMR7M FOR VOitCH 10 RAYS SHALL BE GIVEN. 2. Nalica vn1 be maVed to:ANY PERSON OR ORGANIZATION WITH WHOM THE NAMED IMSUREO HAS ENTERED ItiTU A lYRIT7EN CONfI111CT SWitCH REQUIRES WRITTEN NOTICE OF CAMCEILATION I X}I3lankei i'/elver Any poison or Mg-i.ti-for whom the Named Insured has agreed by carillon conirakt to fomish W'? i waivoz. '�, 2. Oporahor- 3. Premium The ptsrn3um charge far this welimsamenl shal he 0.020 pe'eml of the pre Iom dayoloP.d on pay'ai In dmamlkn wi€h vraIt porformed far lha above personSs)or oiganfxatbnisl niswg out of lha oparalicns aacribad. 4. Advance Premium W1 entlasmrnt ti.angss lhs palsy to wh'da 4 Is eIt,[hod aM Is eIfWFrs n,t the dote h—d woes.otw lsa etesed. W.eidanerxn![hary as the porky to»H:n It is ille[h[d an3 lr eff[Clko on the dale tssoed lidos,edtwvdsa staled, life hlwrnalfmr ba!—le'eraa''ad We»hen IIIe endo'[e'rent la Uw.d[obsagdent to praCvo5—o1 the p[E[y.) Hhs Informtnon belowhsniq ed W0 whentNa eM16arsersntlsiuutd sobs&,t lapegv&Wnalthepa`ky.l Erhorremant Elle[t Na 01/31/12 Po1'cy No. NL`2051704 F.3oNErsant Flo. En3orscrr.+m Elfe[Ika 01/31f12 Peary Na. NC2051704 ErE"—m fW. mewed E'clendon Ca..L—tion Ca-luny, Inc. Pf-1—I Insured RCC1end-Con9tnlctiO c.pony, Inv. pl-, 0 InaweMa Con•pony A-"isu[e xatual Inso[an.. Comt[rslgned ly _ E--c—Ir ny Ada i Ye Kutual leis-- We 42 08 01 (Ed.7.841 was:`a aiiie%: STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms................... 1 1.02 Terminology........................................................................................................ ............6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents..............................................•...•.................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2,04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3,04 Amending and Supplementing Contract Documents.......................... .... 10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data.............. 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.............................................................................I 4.04 Underground Facilities ............................................................................................................... 13 4.05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site.............................................................................. 14 Article 5 —Bonds and Insurance ..................................................................................................................... 16 5.01 Licensed Sureties and hnsurers...................................................................................................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 WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd:November 9,20I t f Atli cle 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 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 minate for Cause...................................................................................................58 15.02 City May Ter 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November%2011 00 72 00-1 GENERAL CONDITIONS Page I of62 ARTICLE 1 —DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender- shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined tern, 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. Ail and---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. Bidde,=The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw—City's on-line, electronic document management and collaboration system. 12. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 007200-3 GENERAL CONDITIONS Page 3 of 62 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 Convnunio� Services — The officially appointed Director of the Parks and Cornmunity Services Department of the City of Fort Worth, Texas, or his duly appointed i 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. j 30, Director Of Tl'ansportatlon Public WoJks -- 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. 1 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 Or•der=A written order- issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time,or the intent of the Engineer. 37. Final Acceptance The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 007200-5 GENERAL CONDITIONS Page 5 of 62 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 in atei -ials, 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. Subcontractoi=An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 I 00 72 00-7 GENERAL CONDITIONS Page 7 of 62 1. The Contract Documents include the teens "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. Fin-nish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies nfDoctrments 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 Connnencernent of Cont)act 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 NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,201 1 i i 007200-9 GENERAL CONDITIONS Page 9 of62 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 I. 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 inshliction 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: l. Col?tl•actol•'s Review of Conti-act Documents Befol'e Slal•ting 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. Colatractol•'s Review of Contr act Documents During Peifal•nzance 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 WORT[I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-l 1 GENERAL CONDITIONS Page 11 of 62 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 Electf-onic 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 Availabilit},ofLandv 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 casements. 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 other's. 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,201 l 00 72 00-13 GENERAL CONDITIONS Page 13 of 62 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 Aice and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Tirne 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 Undet gt ound Facilities A. Shoran 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 ShoTln ot-Indicated.- 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 [[UZ`6 JagWu A0K:paS1AaU ! S.LN'iMMA AIOIJ Vo[di'XIdS NO1130MISN00 CIZIVQNV TS ! 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Xue uLIOjiad of [uogjjo AUe Xq poXoldnia Xj;owiptu .To X11 itp ouo,(ue Xq.to `.tatjddnS.io.Iojae.quoogns Cue `iajaeijuoD Xq paul.Tojiad oq of si jI.ioijjogm `SluotunooQ ioei;<uoD otli Iapun suoiluOtlgo iotlio s,iojae.ijuoD pue )I.IoA, atjl jo oouetaioj.Tod s,.IOjae.TjuoD uiag ljnsat .io ,jo ino ospe fwai goigm mojaq tj;.TO,j }aS stuinjo tuo.ij UOTlaalaid aptAoid Ilim se pue poui.Tojiad 5uraq al.ToM oTp .Toj apeudo.iddu si se X4i1igerT S.iOxojdLuH ioj sltuitl utnunujui pue `(popuauie se `90i7 go `opoD .iogLl sexay) JOV UOIJUSaadLuOD �s.tojaoM sexay all ui pautl;no siidauaq tiTolnjuls trim JUDISIsuaa SIiuiil trim 3,43L.1anoo aaumnsul tjons tnejureuT pue asegoind llugs .To;ae.quoD •fQtjrgvi7 ,s dXojdiaV puv ttoilvstiadiuoD saxj.tom •d aatrv.rnstr�s,.ro�at�.r�tto,� �0•S •aoumnsui st.iojovjjuoj .Ioj slsoo ulnuuaid aaueinsut ,jo juaw ed loaitp a[li .loj olglsuodsoi aq loll llegs f,4i0 •tj •soiotjod Hans XuB UO.ia;T.IM.TapUn atI}.TO Xj.Ied.iogj!o uodn fuipuiq suoijLlnl3O.i.To mel fvq patjsilg ISO a.TL SUOISTAoid foilod ongm paunba.T oq JOti IILCIS SUO!j180gTpouT AO `SUOISIAa.T `suoijola(I jae.quoD mil jo sluattrannba.T a[jl ol sluauias.Topua pue Xailod atp ttiiopoo of kiess000u suoisnjaxa io Isuoilelluiil 4sUOTjipuo3 `sumol XmIod .ielmiped jo suoijeojj!poiu i0 UOISIAO.T JO UOpclap .tqj sisanbai olgeuoseai fvue aNetu XutU pue olox[Il sluoulasiopUO PUB saioTlod_jo soidoa aniaaa.I 01 `osuodxa Inogjim pue Isonbai uollpm uodn 'palipua oq IILgs XI!D EI Iap.Ip a [ILtjo Xq I.Tom a[ll olut pOlviodlooui oq IILgs sluouijsnfpe zmainsui Oql PUB `sfep 06 Jo ooijou ioi.Td apinoid o pa.rtnbai oq Ijetls i0 agy ' 4t0 ag; o) 4iud iitnloe.11uoa aql jo se llom se rt.Iisnpui oql jo kTolsitl swiLjo atll io uoisiaap pnoo `mel Kiolmuls ui Sai?ut,go ttodn past,q /Cllj oq; Xq luopn.id pue kiessaaail pataaap uogm sliuitl .iioy pue SAeianoa aoueinsm of sjuaulksnfpe olgeuoseai aleul of pue sluOtua.unba.T oouLinsui Gill moina.T 01 jll�I[ OtIl SaA.TaSO.T `[IOTIaiOSlp OIOS S}l It, `fvltD •ZI •XIID,3ql Xq paAoidde puL of algBidaoan aq isnut`siseq.Tejjop-js.Ttj L UO 02eian03 apinoid jou swop legl hijod XuL .ioj `00-000`S$,jo ssaaxa uI olgilonpap Xud 'I I Xj!a Xq paAO.Idde oq osle jsnm`sdno.T2 uoiluala.T NISI[.IO Slood aoue.Insui qi?no.nl; paUILaUIRtU 02eiaA03 0Aljt,uia}Ie `aaueinSul jLuotxipL.T}JO nail Z9JO91 a;ied SNOwaNao I"AN39 81-00ZL00 00 72 a0-15 GENERAL CONDITIONS Page 15 of 62 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 awn forces or others. G. To the fadlest extent permitted by Lai-vv and Regulations, Contractor shall indemnv fy and hold harmless City,fi om and against all claims, costs, lasses, 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 disptite resolution costs) arising out of or relating to a Hazardous Enviionmental Condition ereated by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indeinnify any individual or entity fi•oin and against the consequences of that individuals 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 NVORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2©1 1 00 72 00-19 GENERAL CONDITIONS Page 19 of 62 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of mollify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Raih•oad 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 Superintendejnce 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 WORT[I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November9,2011 00 72 00-21 GENERAL CONDITIONS Page21 of62 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12, Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or•-Equal"Items: if in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,201 I 00 72 00-23 GENERAL CONDITIONS Page 23 of 62 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 Consti•tiction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furbish 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. Conti actor shall wdenna bf and hold harmless City and anyone directly or tndii•ectly 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 ot•equipment. E. Cio,'s Cost Reinabtirse►nent: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.QS.A,2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or- in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 I 00 72 00-25 GENERAL CONDITIONS Page 25 of 62 i 1. Shall Create for the benefit of any such Subcontractor, Supplier, or other individual or entity j any contractual relationship between City and any such Subcontractor, Supplier or other a individual or entity; nor i 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 firr•nishing 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 j binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. i 6.07 Wage Rates A. Darcy to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258,Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in witing the r 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 fiom successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 i 00 72 00-27 GENERAL CONDITIONS i Page 27 of 62 i I the inewporalion in the Work of any invention, design,process, product, or device not specified in the Contract Documents. i 6.09 Permits and Utilities i A. Contractor obtained pe;mits 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 set vice 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 cast 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 WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-29 GENERAL CONDITIONS Page 29 of 62 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. Pinsuant to Paragraph 6.21, Contractor shall indemnify and hold harmless Cit1�fi•on1 and against all claims, costs, losses, and damages arising out of o1• relating to any clalnl o1• action, legal oi-equitable, brought by any such oivner or occupant against City. B. Removal of•Debris During Petforinance 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 confor-in 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 ill 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 becotrre 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 Stl actin es: 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 Filial Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of theirresponsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor- shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-31 GENERAL CONDITIONS Page 31 of 62 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 conforlm 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 NVORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'rs Revisc&November 9,2011 00 72 00-33 GENERAL CONDITIONS Page 33 of62 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 frlmish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 I 00 72 00-35 GENERAL CONDITIONS Page 35 of 62 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 i 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 a origin. i 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 - I 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. if the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 'I 00 72 00-37 GENERAL CONDITIONS Page 37 of 62 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 Conlpliance with Safety Program I 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—CITV'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 Citj,'s Project Representativ e 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 constriction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents, B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-39 GENERAL CONDITIONS Page 39 of62 j 10.02 Unauthorized Ch(wges in the Woi* 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. a 10.03 Execution of Change Or deJ s 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. j 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. I 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 Sureo, If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:Novembu 9,2©11 i 00 72 00-41 GENERAL CONDITIONS Page 41 of 62 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 I I —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Worlc A. Costs Included.- The term Cast of the Work means the sum of all costs, except those excluded in Paragraph 11,01.13, necessarily incui red and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.013, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel j 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 SS%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 PORT WORTH STANDARD CONSTRUCF[ON SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-43 GENERAL CONDITIONS Page 43 of62 h. The costs of prerniums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. I B. Costs Excluded: The term Cost of the Work shall not include any of the following items: i 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, m expediters, tiekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.I or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any pail 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 snaking good any damage to property. 5. Other overhead or general expense costs of any kind. C. Co►ztractoi-'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.OLA 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 AIIowcoices A. Spec fed 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 Alloil�ances: 1. Contractor agrees that: CITY of FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-45 GENERAL CONDITIONS Page 45 of 62 { a 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: j 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 Quantio,Measurement m A. Plans quantities ay 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) frorn the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C, When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 i 00 72 00-47 GENERAL CONDITIONS Page 47 of52 i tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under a Paragraphs 11.01.A•1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent(5%) of the amount paid to the next lower tier Subcontractor,however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.0 LB; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time i i 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 Tillie 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 PORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-49 GENERAL CONDITIONS Page 49 of 62 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover,expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure,observation, inspection, testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform. to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 f { i i i i 00 72 00-51 GENERAL CONDITIONS Page 51 of 62 i 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 rum from an earlier date if so provided in the Contract Documents. I 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 darnages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate inthe Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,201 1 i I ' 00 72 00-53 GENERAL CONDITIONS Page 53 of G2 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 1 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: l 1 a, inspections made to check the quality or the quantity of the Work as it has been performcd 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 g tY � 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 i 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 payrnent previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-55 GENERAL CONDITIONS a Page 55 of62 1 14.04 Partial Utilization? a A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed 3 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 call be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to Permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: I. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter-of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-57 GENERAL CONDITIONS Page 57 of 02 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 1VORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 1 I 00 72 00-59 GENERAL CONDITIONS Page 59 of 62 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 a stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. i 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. Contactor 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 Contact 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 PORT NVORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November(),2011 00 72 00-61 GENERAL.CONDITIONS Page61 of62 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. P. 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 Claire is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless,within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 72 00-63 GENERAL.CONDITIONS Page 63 of 62 17.04 Survival Of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised:November 9,2011 00 73 00-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full farce and effect. Defined Ternls The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions,unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2,"Resolving Discrepancies" Plans govern over Specifications and Specifications shall govern over standard details. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1.,"Availability of Lands" The following is a list of known outstanding right-of-way,and/or easements to be acquired, if any as of Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers (lie final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing casement line locations. SC-4.01A.2,"Availability of Lands" CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONs,rRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised April 20,2012 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 5.04B.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement(Amendment--Aggregate Limits of Insurance)making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. Verification of such coverage trust be shown in the Remarks Article of the Certificate of insurance. SC 5,04C.,"Contractor's Insurance" 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Ins€trance under Paragraph GC-5.04C.,which shall be in ail amount not less than the following amounts: (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", defined as autos owned,hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person/ $500,000 Bodily Injury per accident/ $100,000 Property Damage SC-5.04D.,"Contractor's Insurance" The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and material deliveries to cross railroad properties and tracks "None" The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreement"with the particular railroad company or companies involved,and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts,issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy,or touch railroad property: (1) General Aggregate: NIA (2) Each Occurrence: N/A Required for this Contract X Not required for this Contract With respect to the above outlined insurance requirements,the following shall govern: CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised April 20,2012 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-6.24B.,"Title VI,Civil Rights Act of 1964 as amended" Paragraph Deleted SC-7.02.,"Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: "Narle„ SC-8.01,"Communications to Contractor" N/A SC-9.01.,"City's Project Representative" The following firm is a consultant to the City responsible for construction management of this Project: None SC-13.03C.,"Tests and Inspections" None SC-16.01C.1,"Methods and Procedures" None END Or SECTION CITY OF FORT NORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised April 20,2012 i a APPENDIX i GC-4.01 Availability of Lands None GC-4.02 Subsurface and Physical Conditions GEOTECHNICAL REPORT 4 0109-711 PREPARED BY SYNTEC ENGINEERING GROUP, INC. DATED SEPTEMBER 30,2009 GC-4.04 Underground Facilities None GC-4.06 Hazardous Environmental Condition at Site None I GC-6.06.D Minority and Women Owned Business Enterprise Compliance M/WBE Special Instructions M/WBE Subcontractor-Supplier Utilization Form i M/WBE Prime Contractor Waiver Form M/WBE Good Faith Effort M/WBE Joint Venture GC-6.07 Wage Rates Heavy&Highway Construction Prevailing Wage Rates 2008 GC-6.09 Permits and Utilities None GC-6.24 Nondiscrimination None GR-01 60 00 Product Requirements City Approved Method and Approved Product City Water, Sanitary Sewer and TPW Standard details CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT NO.01231 Revised July 1,2011 GEOTECHNICAL INVESTIGATION STREET PAVEMENT IMPROVEMENT FORT WORTH, TEXAS 2008 CIP NEIGHBORHOOD STREET PROJECTS CONTRACT 2C CITY PROJECT NO. 01231 D.O.E. # 6139 PROJECT NO. 0109-711 Report to; A.N.A. CONSULTANTS, L.L.C. FORT WORTH, TEXAS OCTOBER 2009 Fz SYNTEC ENGINEERING GROUP EXCELLENCE IN ENGINEERING Report No. 0109-711 September 30, 2009 A.N.A. Consultants, L.L.C. 1701 River Run, Suite 610 Fort Worth, Texas 76107 Attention: Mr. Mark Assad, P.E. GEOTECHNICAL INVESTIGATION STREET PAVEMENT IMPROVMENTS FORT WORTH, TEXAS 2008 CIP NEIGHBORHOOD STREET PROJECT CONTRACT 2C CITY PROJECT NO. 01231 D.O.E. #6139 Dear Mr. Assad: This report presents the results of the geotechnical investigation performed for the proposed project in Fort Worth, Texas. This investigation was performed in accordance with your e-mail confirmation dated July 16, 2009. Our engineering analysis as well as the results of the field and laboratory investigations is included in this report. Our firm is interested in providing the professional material testing and inspection services that will be required during the construction phase of the project. We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Sincerely, SYNTEC ENGINEERING GROUP, INC. 10/22/09 Ralph Mansour, P.E. Principal Engineer RBMICMImg 2639 1VAz_€v€,T I1l€_1_ LANE, iLfllV I35. DALLAS, Tx 7i229-5670 • OFC: (214)329-1777 • FAX: (214)329-1778 ` / CONTENTS � | Page 1 ) 1.0 |NTROOUCT|(]N------___________________________.. J 1 � 1.1 General --------'' � . m---.---------------------- � 1 1.2 and Scope c�VVnrk -----------------------.. ' 2 1'3 Report Format............................................................................................. } � 2.0 FIELD INVESTIGATION AND LABORATORY TESTING.......... ............................ 2 2.1 FieldExo|ormUqn------------------------------ � 2.2 Laboratory Testing ---------------.------------- " f \ 2.2.1 Classification Tests o � 4 2.2-2 Tente --------------------------- - 4 2.2.3 Free 8vveUTests-------------------------- 4 l j 2-2,4 Lime Series---------------_-----_--_—__.. � 5 2.2.5 Soluble Sulfate --------------------------' � 2.3 Rev8vv----------------------------------- 3.0 GENERAL SUBSURFACE CONCUT|ON5--------------------.. � 5 J1 Site Geology.' 6 3.2 uhv---------_______________________. � ! ~ . ' 6 3.3 Subsurface Water Conditions................................................... .................. 7 4.O ANALYSIS AND REC{}K8K4ENDAT|[DNS---------------------. 7 � | 4j GeneralCon�deret�ns--------------------------' 0 4.2 Potential Vertical Movement........................................................................ 4.8 Sulfate-induced H -------------------------.. o 8 � 4,4 Pavement Analysis ----------------------------� ` 1O 5.0 P/YVEK�ENTRECO�NK�ENDAJ|[)N5 -----------------------. 1U 5.1 Lime treated Subormd� Preomrm�on -------------------- � \ - 11 ; ) 5`2 Pavement Sections --------------_-----_--_—___. 1U 5.3 Spe�o| PavgnnendConmidnrmt�ns --------------------.. � 6.O EARTHV�ORKGUIDELINES---------------------------. 13 � 1� 8j Site Preparation------------------------------' ' 14 8.2 PlUG on/Conn -----------------------' | 83 Ground ' ---'---------------------------. 15 1 \ ' Water 1� � 7.0 GENERAL C[>N4�NENTS-----------------------------.. � / | � � SYNTEC ENGINEERING GROUP CXCE LLCNCC IN ENGINEERING GEOTECHNICAL INVESTIGATION STREET PAVEMENT IMPROVMENTS FORT WORTH, TEXAS 2008 CIP NEIGHBORHOOD STREET PROJECT CONTRACT 2C CITY PROJECT NO. 01231 D.U.E. #6139 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineer study for total pavement reconstruction of (4) four streets in Fort Worth, Texas. More specifically, the designated streets are Mineola Avenue between Decatur Avenue and Hardy Avenue; Elm Street between East Long Avenue and 341h Street; 28th Street Northwest between Rock Island Street and Robinson Street; Norman Street between Decatur Avenue and Weber Street. This report confirms to the City of Fort Worth Pavement Design Standards Manual, 2005 Edition. 1.2 Purpose and Scope of Work 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 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 selected 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. It is recommended that Syntec Engineering Group, Inc. be retained to review the construction documents pertaining to the geotechnical recommendations in order to determine that our recommendations have been interpreted as intended. 567G • OF(: (214)329-1777 2639 WALNUT HHA LANE, SUITI 135, DALLAS, TX 75229 FAX: (2l4)329-1778 i i SEG#0109-711 Page 3 i i The locations of the borings are shown on Figures 1 through 4. Logs of the borings with descriptions of the soils sampled are presented on Figure 5 through 13. Keys to the terms and symbols used on the boring logs are presented on Figure 14. i The borings were advanced using continuous flight augers and continuous sampling techniques. Undisturbed cohesive soil samples were obtained using 3-inch diameter thin-walled tube samplers that were pushed into the soil. The undrained compressive strength of cohesive soils i was estimated in the field using a calibrated pocket penetrometer. I Texas Department of Transportation (TxDOT) cone penetration tests were performed in the i limestone bedrock. This test consists of driving a 3-inch diameter, 60-degree, steel cone with the energy equivalent of a 170-pound hammer dropped 24 inches. Depending on the resistance of the materials, either the number of hammer blows required to provide 12 inches of penetration or the inches of penetration for 100 blows of the hammer are recorded and are reported on the boring logs at the depths corresponding to where these tests were performed. The borings were drilled using dry auger procedures to observe water levels at the time of the exploration. These water level observations are recorded on the boring logs. 2.2 Laboratory Testing Laboratory tests were performed to define pertinent engineering characteristics of the soils encountered. The laboratory tests included moisture content, dry density determination, visual classification, liquid and plastic limit, unconfined compression, triaxial shear tests, Free Swell tests, Lime series tests and Soluble Sulfate tests. 2.2.1 Classification Tests The results of the natural moisture, density, and Atterberg limit determinations were used to classify the soils. These tests were performed in accordance with the current American Society for Testing and Materials (ASTM) Procedures. The results of these determinations are presented at their respective sample depths on the boring logs. SEG#0109-711 Page 5 additional 1 to 2 percent is added to the previously determined optimum amount of hydrated lime. The results of the Eades and Grim lime series test are presented on Figure 19. 2.2.5 Soluble Sulfate Soluble sulfate tests were conducted on selected soil samples recovered from the test borings. The sulfate testing was conducted to identify sulfate-induced heaving potential of the soils which can cause detrimental volumetric changes to the lime modified subgrade. Selected samples of the subgrade soils were shipped to Xenco Laboratories for testing. The tests were conducted in accordance with TXDOT 145 E. The full Xenco report is available on file. The results of the sulfate tests are summarized on Figure 19. Generally, elevated risk of sulfate induced heave occurs at concentration levels ranging from 2,000 to 3,000 ppm. Based on the analytical test results, the samples sulfate concentrations ranged from 200 to 300 ppm indicating low risk of sulfate induced heave. It should be noted that the limited amount of risk always exist due to the inherit limitations of the testing techniques. 2.3 Review The site soil and rock stratigraphy was described in the field by our drillers. These descriptions were later modified in accordance with the results of the laboratory tests and visual examinations of the samples performed in the laboratory. All recovered soil samples were examined, classified, and described in general accordance with the appropriate ASTIVI and Unified Soil Classification System (USCS) procedures. Classifications of the subsurface materials and finalized descriptions of soil and rock strata are shown on the attached boring logs. 3.0 GENERAL SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geological Atlas of Texas, the project site is located in an undivided mapping unit which includes the Pawpaw Formation, Weno Limestone and Denton Clay of the lower Cretaceous age. The predominant formation based on the results of the test borings appears to be the Weno Formation. The Weno Formation is approximately 70 feet thick and is composed of interbedded clays, shales, marls and limestone. The Pawpaw, Weno and i SEG#0109-711 I Page 7 i predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. Future construction activities may also alter the surface and subsurface drainage characteristics of this site. If a noticeable change from the conditions is observed prior to construction, then this office should be notified immediately to review its effect on the design recommendations. 4.0 ANALYSIS AND RECOMMENDATIONS The following design recommendations have been developed on the basis of the previously described project characteristics and subsurface conditions encountered. If there are any changes in the project criteria, such as relocating the building on the site or the amount of cutting and filling, a review should be made by the geotechnical engineer to evaluate if any further field exploration ! and/or modifications in our recommendations contained herein will be required. The geotechnical engineer should be retained to review final project plans and specifications for compliance with the j recommendations of this study. 4.1 General Considerations Typically, the traffic in residential subdivisions consists of light automobiles, pickup trucks, panel vans, buses, construction vehicles, trash haulers and dumpsters, and 18-wheel trucks that can be partially or fully-loaded to a 80-kip capacity. All the different traffic types are converted into equivalent 18-kip single axle loads (ESAL) and the thickness of the pavements becomes a function of the ESAL applications. For the 2 lane residential streets, the design traffic is assumed to be 35,000 ESAL repetitions for 25 years service life. Based on the visual observations, we estimate that the exposed subgrade is within +/-1-ft of the finished subgrade elevations. The surficial soils encountered at the test borings consisted of diverse materials ranging from moderately to highly plastic clay soils. f SEG #0109-711 Page 9 These test results suggest that the potential for sulfate attack within the near-surface soils is negligible. Therefore, we recommend using Type I cement concrete mix with a water-cement ratio limited to 0.45 or less. 4.4 Pavement Analysis Unconsolidated-undrained triaxial (UU) strength tests were performed on selected clay samples retrieved from the test borings. The (UU) test results were correlated to the California Bearing Ratios (CBR), and the residual modulus of the subgrade reaction as presented in Plate B.1 of the City of Fort Worth Pavement Design Manual. The UU and the Unconfined Compressive strength values in pounds per square inches were multiplied by 0.62 to obtain the corresponding CBR value. None of the CBR values were less than 3. The CBR values were then input in the computer program and the Resilient Modulus for both the subgrade and the subbase were estimated to calculate the mean effective K values. The rigid pavement design for each street was then performed using 1993 AASHTO manual and WinpassT"' software developed by American Concrete Pavement Association based on AASHT 1993 design procedures. The design was based on the following assumptions: Pavement Type-Jointed Reinforced Concrete Pavement 18 Kips-ESAL is 35,000 for high volume residential street Design Life is 25 years with no growth. Initial Serviceability-4.5 and Terminal Serviceability-2.0 28-day Mean PCC Modulus of Rupture-600 psi 28-Day mean elastic modulus of slab-4,040,000 Reliability-80%, Standard Deviation -.35 Load Transfer Coefficient(J)-3.0 Over all drainage Coefficient Cd of 0.7 SEG#0109-711 Page 11 Percent Minimum Passing 1 314"Sieve 100 Minimum Passing No. 4 Sieve 60 All nonslaking aggregates retained on the No.4 sieve should be removed prior to testing. The prepared subgrade should be protected and moist cured or sealed with a bituminous material for a minimum of 7 days or until the pavement materials are placed. Pavement areas should be graded at all times to prevent ponding and infiltration of excessive moisture on or adjacent to the pavement areas. i Due to the presence of expansive clay soils, some pavement movements should be anticipated, even if our recommendations are strictly followed. Inspection during construction is particularly important to insure proper construction procedures are followed. I 5.2 Pavement Sections i The pavement design was performed using WinpassTA° computer program which was developed in accordance with 1993 AASHTO Guide for Design of Pavements Structures. The following table summarizes the pavement section for each street: SEG#0109-711 Page 13 18-inch centers in each direction or equivalent reinforcing steel. In loading dock areas we recommend that the perimeter of the pavement area have a stiffening curb section to prevent possible distress due to heavy wheel loads near the edge of the pavement and also to provide canalized drainage. 5.3 Special Pavement Considerations It is recommended that provisions be made in the contract to provide for proofrolling in entire pavement areas. It is also recommended that an item be included for removal and replacement of soft materials, which are identified by this procedure. Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneumatic tired roller making several passes over the areas. Where soft or compressible zones are encountered, these areas should be removed to a firm subgrade. Wet or very moist surficial materials may need to be undercut and either dried or replaced with proper compaction or replaced with a material, which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 6 inch compacted lifts compacted to 95 percent of maximum dry density as determined by ASTM D 698. Achieving the required field density is dependent upon the adequate pulverization of the clay fill materials, the magnitude of compaction energy and the maintenance of field moisture near optimum. All joints and pavements should be inspected at regular intervals to ensure proper performance and to prevent crack propagation. 6.0 EARTHWORK GUIDELINES It is possible that variations in subsurface conditions will be encountered during construction. Construction problems, particularly as to degree or magnitude, cannot be anticipated until the course of construction. Recommendations offered in the following paragraphs are not intended to limit or preclude other conceivable solutions but rather to provide the client with our observations based on our experience and our understanding of the project characteristics and subsurface conditions. To SEG##0109-711 Page 15 processed within -3 to +3 percentage points of the materials optimum moisture content and compacted to a dry density of at least 95 percent of the Standard maximum dry density. Compaction should be accomplished by placing the fill in 6 to 8 inch thick loose lifts and compacting each lift to at least the specified minimum dry density. It is imperative that the fill materials not exceed four inches in maximum size. If larger fragments or clods are encountered during grading, they must be broken down prior to final placement and compaction in the fill. In order for the fill materials to perform as intended, the fill material must be placed in a manner which produces a good uniform fill compacted within the density and moisture ranges outlined in the preceding paragraphs. Density testing must be performed on fill soils to confirm this performance as construction progresses. In the building area fills, we recommend that each lift be tested at a frequency of no less than 1 test per lift. 6.3 Groundwater We don't anticipate groundwater seepage in the shallow excavation. If groundwater seepage is encountered during the building pad excavation, we recommend grading the subgrade toward the corners of the excavations and pump the water out to a suitable drainage system. 7.0 GENERAL COMMENTS The analysis and recommendations presented in this study are based upon the data obtained from the test borings at the indicated locations and from any other information discussed herein. If variations appear evident, it will be necessary to re-evaluate the recommendations of this study. It is recommended that the geotechnical engineer be given the opportunity to review the plans and specifications so that comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. It is further recommended that the geotechnical engineer be retained to review tests and observations performed during earthwork and foundation construction phases to help verify that design requirements are fulfilled. i i i I ILLUSTRATIONS Boring and laboratory data presented were developed solely for the preparation of this report. We are not responsible for interpretation or use of these data for purposes beyond the stated scope of this report. Subsurface conditions different than those found at our boring location may be present as a result of, among other factors, soil moisture variations, fill placement, and naturally occurring variations in soil properties and elevation of the top of the rock. LIME STABILIZATION RECOMMENDATIONS FOR PAVEMENT SUBGRADE SOILS PROPOSED STREETS FORT WORTH, TEXAS Application The hydrated lime should be applied only in the area where the first mixing operations can be completed during the same working day. The hydrated lime should be placed by the slurry method. The hydrated lime should be mixed with water in trucks or in tanks and applied as a thin water suspension or slurry. The distributor truck or tank should be equipped with an agitator, which will keep the lime and water in a uniform mixture. Approximately 32 pounds of hydrated lime per square yard will give the 7 percent required fora 6-inch thick stabilized subgrade. By calculating the number of square yards in each area and by knowing the amounts per truck load, the rate of application can be checked very closely. Mixing The material and hydrated lime should be thoroughly mixed by a rotary mixer or other device to obtain a homogeneous, friable mixture of material and lime free from all clods or lumps and left to cure from one to four days. From our experience, we have found that a curing period of 48 to 72 hours is adequate. During the curing period, the material should be kept moist. Final Mixin After the required curing time, the material should be uniformly mixed with a rotary mixer j capable of reducing the size of the particles so that when all non-slaking aggregates (asphalt particles) retained on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested dry by laboratory sieves: Minimum passing 1-314" sieve —100% Minimum passing No. 4 sieve --- 60% During the interval of time between applications and mixing, the hydrated lime should not be exposed to the open air for a period of over six hours. A-1 l ; @ ) D _ � L ® N It o #+ Cl) G # �m a mA & o % 9 r n o \ \ m@ . . C6 ¥ (0N # a N n Q N $ / \ \ / 2 � 9 # o % = q CD o e 0 2 m a # q q CD w . . CD 0 c CDO 2 LU CL 0 & r % c o 2 0 2 # & coN 2 w I & z w © a § 2w000 ■ < no = n it U) 0 D R k \ / \ f Q coq \ 7 m e- U. w ® m U CL Q § 0 LLJ @ LL - . LU � 2 2 \ / / \ \ / i . m . 2 E 1 k x % \ / D $ § � 7 7 2 0 I k 2 O @ ' CO c CL 2 2 § 2 / § 5 0 fa \ CL m / ¢-1 m k / LL i GEOTECHNICAL INVESTIGATION STREET PAVEMENT IMPROVMENTS FORT WORTH, TEXAS 2008 CIP NEIGHBORHOOD STREET PROJECT CONTRACT 2C CITY PROJECT NO. 01231 D.O.E. #6139 SEG # 0109-711 SOLUBLE SULFATE TEST RESULTS Boring No. Depth Soluble Sulfate Mglkg B-1 2-3 182 B-7 7$1-2 117 B-8 811-11 21 • Materials are dark brown to brown clay • Based on TXDOT 145-E Figure 20 N �2 a 1 Meacham Boulevard o a {I I OK & T Railroad 1 B-2 B-1 Mineola Avenue a� w Corning Avenue > a L De Ridder Avenue a� a> a o L as e A � /�Ce L O�onf d O 4� LFGEN D: Proposed 30' Roodway 0 200 Feet Approxirnate Scale Syntec Engineering Street Reconstruction Mineola Avenue Figure Group, Inc. Decatur Avenue to Hardy Street Site Location Plan Geotechrkal and Forensic Engineering Consuitants Project No. 0109-711 �O G� QG B-6 ti s B_S F o� 0� �o FNG� S��FF T LEGEND: Proposed 30' Roadway 0 200 Feet Approximate Scale Syntec Engineering Street Reconstruction Group, Inc. 48th Street Figure 3 Geotectrical and Forensic Rock Island Street to Robinson Street Site Location Plan Erlgineenrg Consultants Project No, 0109-711 LOG OF EXPLORATORY BORING Sheet 1 of 1 Job Number: 0109-711 Boring No.: -1 (Figure 5) Project: Street Improvements_City of Fort Worth, TX Boring Location: Mineola Avenue, between Address: Decatur and Hardy Date Started: 7121l49 Drill Type: Intermittent Sampling Groundwater: Not Encountered Ground Elev.: Not Surveyed Vi N c T ■Shelby " Split Rock aWater Level N z o Y o Tube Split S onn Core ATD 3 0 O Ll. 7 C .-% in X CO?o LL a Texas Bag No Z Static Water ►-, o c 4 �.E a E ro °'o N" 0 �' € L° Li Cone U Sample Recovery Table �o U o J J 0 zw-a SOIL DESCRIPTION F ASPHALT, approximately 6 inches thick, no base CLAY{CH], dark brown to brown, firm, with calcareous P=1.0 14 102 52 18 34 0.9 nodules and limestone fragments, silly P=1.0 13 LIMESTONE/CALCAREOUS CLAY CL alternating, tan, silty. T 2.2671 0 7 5 LIMESTONE,tan,weathered, moderately hard rock. T 1.25°11 0 9 -Bottom of Boring @ 8 feet - Dry during and at completion of the drilling activities 10 � O n N O F- Q Z W Y N a i? n m 0 0 <. J W W 01 I m Q Q 3 Z Benchmark i i LOG OF EXPLORATORY BORING Sheet 1 of 1 Job Number: 0109-711 Boring No.: B-3 (Figure 7) Project: Street lmprovements_City of Fort Worth,TX Boring Location: Elm Street, between East Long Address: Ave. and 34th Street Date Started: 7/29/09 Drill Type: Intermittent Sampling Groundwater: Not Encountered Ground Elev.: Not Surveyed N o n ■Shelby ®Standard m Rock Q Water Level J , Tube Split Spoon Core ATD 3 0 M Boa c �� uo '_'D (D wy 0. r C� .N Q C3" N a Q Texas Bag No 1 Static Water �a o E o E2 E Li Cone U Sample E Recovery Table U)o¢ Z 'J a a 0 M 2z U Q �� z F-- SOIL DESCRIPTION i ASPHALT, approximately 7 inches consisting of 3 inches HMAC underlain by 4 inches of base materials P=4.0 10 CLAY (CL�, dark brown to brown, hard,with broken limestone fragments, silty P=4.5 23 94 47 16 31 1.1 LIMESTONE/CALCAREOUS CLAY(CL)alternating, tan, silty I =2.5710) 8 I 5 LIMESTONE, tan,weathered, relatively hard rock 9 =1,710 8 10 - Bottom of Boring @ 10 feet Dry during and at completion of the drilling activities f 4 U 1I1 Z r a a 0 0 J lE}1 3 lil m Q Q 7 2 z Benchmark I ' LOG OF EXPLORATORY BORING Sheet 1 of 1 Job Number: 0109-711 Boring No.: B-5 (Figure 9) Project: Street Improvements_City of Fort Worth, TX Boring Location: 28th Street Northwest, between Address: Rock Island and Robinson Date Started: 7121109 Drill Type: Intermittent Sampling Groundwater: Not Encountered Ground Elev.: Not Surveyed o (D ■Shelby ®Standard []]Core Rock Q Water Level V o Y 0 a ��z a -1 Tube Split Spoon ATD 3 0 2 o ` , Y 054 uU F" U O E1 7 C C p o ,U o _U o O w L o.Q Texas Bag No Static Water t—.c z o c p E u. cya-oo m Li Cone ID Sam =Sample N Recovery Table C3¢ o L, L� M T U A iA zra SOIL DESCRIPTION F ASPHALT approximately 1.5 inches thick underlain by 2.5 inches of base materials P=4.5 13 97 55 20 35 1.4 CLAY(Cy], dark brown to brown, hard, with broken limestone fragments LIMESTONE, tan,weathered, moderately hard rock =2"110 7 =1.5"110 5 5 - Bottom of Boring @ 5 feet - Dry during and at completion of the drilling activities 0 a U Z } U d l7 A a Q O yJ J fA Q F Z cc oil Benchmark LOG OF EXPLORATORY BORING Sheet 1 of 1 Job Number: 0109-711 Baring No.: B-7 (Figure 11) Project: Street Improvements_City of Fort Worth, TX Boring Location: Norman Street, between Decatur Address: and Weber Street Date Started: 7/29109 Drill Type: Intermittent Sampling Groundwater: Not Encountered Ground Elev.: Not Surveyed N rn v ■Shelby ® Standard m Rock Q water Level how F Tube Split Spoon Core ATD o o w a,a .N 4 o o u o Texas BagNo Static Water H c Z o A a J o ' o T L Cone U Sample N Recovery Table p¢ M o -� a S v C`3 = U 0 Z SOIL DESCRIPTION o Asphalt approximately 5 inches thick and no base CLAY(CL), dark brown to brown, stiff to hard, with broken P=1.5 26 96 61 22 39 0.7 limestone fragments P=2.0 27 P=4.0 26 5 CLAY(CL1, light gray and tan, blocky, hard LIMESTONE, tan, weathered, moderately hard rock P=4.5 18 63 23 40 I , 1.5"110) 23 10 - Bottom of Boring @ 10 feet -Dry during and at completion of the drilling activities p h Q T iJF F } W O O W .A ID Q Q' Q 1 Y H 3 z a Benchmark .E i i j i i 3.00 RESULTS C, tsf 2. 30 deg 0 i TAN 0 3� 2 ,00 ,. L I 7 .00 { 0 1 .00 2.00 3,00 4.00 5.00 6.00 Normal Stress , tsf SAMPLE NO. 1 WATER CONTENT, % 18.6 5 ,00 4 DRY DENSITY, Pcf 104.2 H SATURATION, % 83.9 H VOID RATIO 0.588 . z DIAMETER, in 2 ,30 4.00 i H HEIGHT, in 4.50 WATER CONTENT, % 21 . 1 3.00 DRY DENSITY, pcf 104.2 SATURATION, % 95. 2 v1 VOID RATIO 0.588 p 2 .00 Q DIAMETER, in 2,80 HEIGHT, in 4.50 Strain rate, %/min 1 .00 BACK PRESSURE, tsf 2.88 :. CELL PRESS. RE., tsf 3.24 FAILURE 5TffESS ; tsf Ft .60 0 PORE PRESSURE, tsf 0 5 10 15 20 ULTIMATE STRESS, tsf 4.60 Axial Strain , % PORE PRESSURE, tsf TYPE OF TEST: 01FAILURE, tsf 4.96 03 FAILURE, tsf 0.36 Unconsolidated undroined SAMPLE TYPE: Undisturbed CLIENT: Syntec Engineering DESCRIPTION: Clay , brown PROJECT: LL= PL= PI= SPECIFIC GRAVITY= 2 . 65 SAMPLE LOCATION: 8-2 0 2 .0—3.0' REMARKS : PROD , NO. : 0109-711 DATE: 8/10/09 TRTAXIAL SHEAR TEST REPORT FIG . NO . { 1 .20 ...... .. RESULTS C, tsf 0.91 . deg 0 i y TAN 0 +' 0.80 w I y 0. 40 . LLIJ 0 0. 40 0.80 1 .20 1 .60 2.00 2. 40 Normal Stress , tsf 2. 40 _.. SAMPLE NO. 1 WATER CONTENT, % 18 .8 2.00 Q DRY DENSITY, pcf 104.9 F SATURATION, % 86.4 H VOID RATIO 0.578 N DIAMETER, i,n 2 .80 1 , 60 : 1`;.. HEIGHT, in 3.30 N WATER CONTENT, % 21 . 1 aNi 1 .20 DRY DENSITY, pcf 104.9 w SATURATION, % 96 .9 V) ► VOID RATIO 0,578 0 Q DIAMETER, in 2.80 0.80 f, HEIGHT, in 3 .30 Strain rate, !/min R 0, 40 BACK PRESSURE, tsf 2 .88{ CELL PRESSURE, tsf 3.24 FAILURE STRESS tsf " ': 1 .82 0 PORE PRESSURE. A s f 0 5 10 15 20 ULTIMATE STRESS, tsf 1 .82 Axial Strain , % PORE PRESSURE, tsf TYPE OF TEST: C�1FAILURE, tsf 2. 18 Uncon:3olidoted undrained (53FAILURE, tsf 0.36 SAMPLE TYPE: Undisturbed CLIENT: Syntec Engineering DESCRIPTIO14: Silty clay , tan PROJECT: LL= PL= PI= SPECIFIC GRAVITY= 2.65 SAMPLE LOCATION: B-6 0 2 .0 ' --3.0' REMARKS: PROD . NO, : 0109-711 DATE: 8/12/09 TRI'.AXI:AL SHEAR TEST REPORT FIG , NO. � � Analytical Report 346747 for Syntec Engineering Group, Inc. Project Manager: Ralph Mansour FT. Worth St. Improvements 06-OCT-09 Y . ACCpA qy 9701 Harry Hines Blvd,Dallas,TX 75220 Ph:(214) 902-0300 Fax:(214) 351-9139 Xenco-Houston(EPA Lab code:TX00122): Texas(T I 04704215-08-TX),Arizona(AZ0738),Arkansas(08-039-0),Connecticut(PH-0102),Florida(E871002) Illinois(002082),Indiana(C-I'X-02), Iowa(392),Kansas(I-10380),Kentucky(45),Louisiana(03054) New Hampshire(297408),New Jersey(TX007),New York(11763),Oklahoma(9218),Pennsylvania(68-03610) ? Rhode Island(LAO00308),USDA(5-44102) Xenco-Atlanta(EPA Lab Code:GA00046): Florida(E87428),North Carolina(483),South Carolina(98015),Utah(AALI1),West Virginia(362),Kentucky(85) Louisiana(04176),USDA(P330-07-00105) Xenco-Miami(EPA Lab code: FL01152): Florida(E86678),Maryland(330) Xenco-Tampa Mobile(EPA Lab code: FL01212): Florida(E84900) Xenco-Odessa(EPA Lab code:TXO0158): Texas(T 104704400-08-TX) Xenco-Dallas(EPA Lab code:TXO1468): Texas(T104704295-08-TX) Xenco-Corpus Christi(EPA Lab code:TX02613):Texas(T 1 04704370-08-TX) Xenco-Boca Raton(EPA Lab Code: FL00449): Florida(E86240), South Carolina(96031001), Louisiana(04154),Georgia(917) Page t of 9 i CASE NARRATIVE gi g Client Name:Syntec Engineering Group, Inc. Project Name:FT. Worth St. Improvements i i Project ID: --- Report Date: 06-OCT'09 Work Order Nuinher: 346747 Date Received: 1010112009 Sample receipt non conformances and Comments: None .. ... ... ....... Sample receipt Non Conformances and Comments per Sample: None Analytical Non Conformances and Comments: Batch: LBA-775132 Sulfate by SW-846 9038 None Page 3of9 J� 1 Flagging Criteria ff X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix/chemical interference, or a concentration of target analyte high enough to effect the recovery of the spike concentration. This condition could also effect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s)were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. A E The data exceeds the upper calibration limit;therefore,the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the MQL and above the SQL. U Analyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. i JN A combination of the "N" and the"J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. BRL Below Reporting Limit. RL Reporting Lilnit * Outside XENCO's scope of NELAC Accreditation. Recipient of the Prestigious Small Business Atiministr•ation A tvm•d of Excellence in 1994. Certified and approved by nunter-ous Slates and Agencies. A Small Business aucl Minority Status Company that delivers SERVICE and QUALITY Houston- Dallas- San Antonio-Corpus Christi -Midland/Odessa -Tampa - Miami- Latin America Phone Fax 4143 Greenbriar Dr,Stafford,Tx 77477 (281)240-4200 (281)240-4280 9701 Harry I litres Blvd,Dallas,TX 75220 (214)902 0300 (214)351-9139 5332 Blackberry Drive,San Antonio TX 78238 (210)509-3334 (210)509-3335 2505 North Falkenburg Rd,Tampa,FL 33619 (813)620-2000 (813)620-2033 5757 NW 1581h St,Miami Lakes,FL 33014 (305)823-8500 (305)823-8555 12600 west 1-20 East,Odessa,TX 79765 (432)563-1800 (432)563-1713 842 Cantwell lane,Corpus Christi,TX 79408 (361)884-0371 (361)884-91 l( Page 5 of 9 E s�. a yry LQL � ' o �. 0 o EL A Vae � I l/] i o I ape A a �i12a A d as ; � E C3 a .Y+ = cn _ //�� � � v� W N V V I UO u Q � z a p ti ueq C v rT ar �G•• ° a o vn y a co A z a z rn M o Sao 7E u u o ri Q_ S 3 w �o Lo Ca oAo, Gp Q m n W wMcn r- on y r € 1 o. � z Q ¢ Prelogin I Nonconformance Report - Sample Log-In Client: Date//Timo: j (0 31 41 Lab ID#: initials: (r� Sample Receipt Checklist 1. Samples on ice? Blue Water N 0 2.Sh!ppi'nq container in good condition? Yes No on6 3.Custody seats intact on shipping container(cooler)and bottles? Yes No N/A; 4. Chain of Custody present? Yes, No S.Sample Instructions corn n chain of Custody? Yes -No 6.Any missina I extra Samples? Yes No 4 N 10 _Ao 7, J, 7. Chain of custody���igned when relinquished received? Yes No -8..Chain of custod a rees with sam le labelsy-es, No 9, Container labels legible and intact? 17—1 — es No 14, Sample matrix I propert! s agree with chain of custody? t Ye No 11.Sam ja!e�Inrcp er container bottle? Yes No 12.Samples p Yes No NIA 13. Sample container intact? Yes No 14. Sufficient sample amount for indicated test(s)? Yes No 15.All samples received within sufficient hold time? Y.es, No- 16. Subcontract of sam le(s)? Yes No N/A 17.VOC sample have zero heads ace? Yes No N/A 18. Cooler 1 No. Cooler 2 No. Cooler 3 No. Cooler 4 No. 'Cooler 5 No, lbs c lbs -C lbs "C ar — l =1b s C s........... Nonconformance Documentation Contact: Contacted by: Date/Time: Regarding: Corrective Action Taken: j Check all that apply: 0 Client understands and would like to Proceed with analysis P Cooling process had be66'n'shoOly.`a_f ter sampli' ng event M1, Page 9 of 9 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications 1 I SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY a 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 a2plicabte. POLICY STATEMENT i 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. a i MBE PROJECT GOAL The City's MBE goal on this, project iS 19 of the total bid (ease lilt]appIlos to Parks'Wld CommUflitySarVices). i Note: If both fVil3E and iDE sr.rfat dr►tr'actir�r� goals <are E skablished for this project, then an Offeror mast submit both a MBE Utilization Form an(] a SSE Utilization Forrrr to be doerned 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 bftemreslrall dc(ijer the;`MBE c o(Alrner7tatiOn.i i peraq to the�Appropriofe tarp*l ye..or the bla nag!rig depadrnent and obtain a €fate/firne.r€:c;cipt. Sueh:ieceipt:: hall he bvidcenco that:the City is tho time allocated. A faxed co y will not be.accepted 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 MBF 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 subcontractin /su plier 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 gUOStiOlIS, 1110ase contact the fd101NBE Office at (817) 212-.2674. Rev. 5/30/12 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth MBE Subcontractors/Sunpliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime McClendon Construction Co, Inc PROJECT NAME: M/W/1)E.3E x NON-MIIWDBE 2008 CIP NEIGHBORHOOD CONTR 2C ST RECONST,WTR&SS REPL BID DATE September 6, 2012 City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 19 Rio 1 7.8 Rio 01231 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, .Johnson, Parker, and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 sl tier, a payment by a subcontractor to its supplier is considered 2"d 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 Fart 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. 09-01-1 2 PU4 :3g Id Rev.5130112 FORTIVORfH 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 subcontractorlsupplier is identified as an SBE,please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office,which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate SUBCONTRACTORISUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Dollar Amount Address e M W s M Work Purchased TelephonelFax r B B B B E E E E Rubio Trucking 9000 Co Rd 513 Hauloff $50,252.00 Alvarado, TX 76009 1 x ❑ Trucking 8171829-3711 No Fax Green Scaping 2401 Handley-Ederville Rd Sodding: Erosion $7,035.00 Ft Worth,TX 76118 1 x ❑ ❑ Devices 817/577-9299 817/677-9331 Earth Haulers, Inc 11500 Mosier Valley Rd ❑ ❑ Topsoil $5,920.00 x Ft Worth, TX 76040 1 817/540-2777 8171571-4321 Bluebonnet Waste Control PO Box 223845 Portable Toilet $526.00 Dallas, TX 75222-3845 1 21❑ ❑ Rental 214/748-5221 Fax 214/748-6886 Larry Rambo Trucking 601 Allison Lane Hauling $15,000.00 Ft Worth, TX 76140 2 x ❑ 1:1 Stone, sand $22,000.00 817/551-6539 (2nd Tier thru 817/483-2820 M E Burns) Cowtown Traffic Control 2724 Bryan Ave Project Signs $5,620.00 Ft Worth, TX 76104 1 x ❑ ❑ Barricades 817/924-4524 817-926-2725 Rev.5130112 ;'�-01-12 PO4 : 3a I Ft�k-��(}RI'H ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL sub contractorslsupptiers,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 SUBCONTRACTORISUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Address e M W s M Work Purchased Dollar Amount TelephonelFax r B B B B E E E E Tarrant Concrete PO Box 6194 Ready-Mix $292,160.00 Ft Worth, TX 76115 1 ❑ ❑ x Concrete 8171926-6660 M E Burns Construction PO Box 783 Water and Sew $501,610.00 Burleson, TX 76097 1 x❑ ❑ (Prequalified) 817/447-0292 Fax 817/447-0207 Barnsco, Inc 2609 Willowbrook Rebar Supplier $38,649.00 Dallas, TX 75220 1 ❑ ❑ x 214/352-9091 Fax 214/379-0341 APAC Texas Inc PO Box 848164 Hot Mix Asphal $495.00 Dallas, TX 75284 1 ❑ ❑ x 214/741-3531 U S Lime P_O. Box 851 Hydrated Lime $18,760.00 Cleburne, Texas 76033 1 ❑ ❑ x (817)641-4433 W.O.E. Const Inc PO Box 185176 Joint Seal $7,900.00 Grand Prairie,TX 76181 1 x❑ ❑ 817/284-7401 817/284-7400 Rev.5130112 09-07-1 2 PO4 : 30 I N I ATTACHMENT 1A FORT ►��1 OR'F1i Page a of A Total Dollar Amount of MBE Subcontractors/Suppliers $ $106,352.00 Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ $869,574.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ $965,926.00 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 o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested changeladdition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. r he Offeror further agrees to provide, direct) to the Cif upon request, By affixing a signature to this form, i g p Y Y p q 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. Dan McClendon ho zed Signa ure Printed Signature President Title Contact Namefritle(if different) McClendon Construction Co, Inc 8171295-0066 Company Name Telephone and/or Fax PO Box 999 dan@mcciendonconstruction.com Address E-mail Address Burleson,TX 76097 September 7,2012 City/State]Zip Date 09-0,1-12 PO4 : 33 l i`i Rev.5130112 ATTACHMENT IC Page 1 of 3 FORT WORTH City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe prime McClendon Construction Co, Inc PROJECT NAME: 11 MNVlOBE x NON-WiVVDBE 2008 CIP NEIGHBORHOOD CONTR 2C ST RECONST,WTR&SS REPL BID DATE September 6, 2012 City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 19 Rio 7 8% 01231 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(5) City business days after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror trust list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Water and Sewer, Pre qualified Ready-mix Concrete Hauloff Trucking Rebar Sodding Hydrated Lime Joint Seal Fuel I Fence Topsoil Portable Toilets Hot-Mix Asphalt Barricades and Signs Erosion Devices l � Rev.5130112 U°)-07- 12 PO4 :5:i ICI I � ATTACHMENT 1C Page 2 of 3 2.) Obtain a current(not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. Yes Date of Listing 07 19 2012 No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? ® Yes (if yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) =No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? Yes (if yes,attach list to include name of MBE firm,person contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax),exclusive of the day the bids are opened? _Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation andfor"undeliverable confirmation" documentation may render the GFE non-responsive.) F No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation andfor"undeliverable message"documentation may render the GFE non-responsive.) _allo NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror trust document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? =Yes __V1_No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No 09-01-1 2 PO4: 33 i N Rev.6130112 ATTACHMENT1C Page 3 of 3 9. Rid you prepare a quotation for the MBEs to bid on goodsiservices specific to their skill set? Yes (if yes,attach all copies of quotations.) x No 10.1 Was the contact information on any of the listings not valid? _x Yes (If yes,attach the information that was not valid in order for the MIWBE Office to address the corrections F1 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. Ffease use additional sheets,if necessary,and attach. Company Name Tele hone Contact Person Scope of Work Reason for Rejection I ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. All listed MBE's were first contacted by postal mail and by email_ If email contact was I unsuccessful, faxes were sent. If faxes failed to make successful contact, the companies were attempted contact by telephone. All pertinent MBE's were contacted successfully by at least two of these methods. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid, The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not 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 oo_0'1_ l Z ('il 4 j`) l Rev.5130112 ATTACHMENT 1C Page 4of3 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 MBEs) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment 1C will be c ed and the reasons for not sing them will be verified by the City's M1WBE M . ,tx� ('& Dan McClendon Authorized Signature Printed Signature President Title Contact Name and Title(if different) McClendon Construction Co, Inc 8171295-0066 Fax 8171295-6796 Company Name Phone Number Fax Number PO Box 999 dan@mcclendonconstruction.com Address Email Address Burleson,TX 76097 September 7, 2012 City/State/Zip slate � 1 �1 � 1 01 a1 lz PO4 : 39 IN U � l Rev.15130112 .J I McClendon Construction Company, Inc MBEIWBE Compliance Report 2008 CIP Neighborhood Streets Contract 2C OVERVIEW The following actions were taken,by category,to secure M/WBE paE ticipatinn in the bid .. for this project: Opportunity Category: Action Taken: Result: Water and Sewer, Prequalified Good Faith Effort No MBE bids received Haul-off Trucking Use only MBE's MBE Participation Sodding Good Faith Effort MBE Participation Joint Seal Good Faith Effort No MBE Bids Rec'd WBE Participation Ready Mix Concrete Good Faith Effort No MBE's Available Rebar Supplier Good Faith Effort No MBE's Available Hydrated Lime Good Faith Effort No MBE's Available Fuel Good Faith Effort No MBE's Available Topsoil Use only MBE's MBE Participation Portable Toilets Use only MBE's MBE Participation Hot-Mix Asphalt Material Good Faith Effort No MBE's Available Project Signs,Barricades Good Faith Effort MBE Participation Erosion Devices Good Faith Effort MBE Participation Fence Good Faith Effort No MBE response City of Fort Worth, Texas Mayor and Council Communication Y � COUNCIL.ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City-awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub-Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TD Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manager's Office b_y Fernando Costa (8476) Qriginatin Depart ent Heac: A. Douglas Rademaker(6157) Additional Information Contact; Eric Bundy (7596) I HEAVY&HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 Asphalt Distributor Operator $13.99 As halt Pavi►�g Machine O erator $12.78 As halt Raker $11.01 Asphalt Shoveler $ 8,80 13atchin Plant Wei her $14.15 Broom or Swee er Operator $ 9.88 Bulldozer Operator $13.22 Ca enter $12.80 Concrete Finisher,Paving $12.85 Concrete Finisher,Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 { Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paying Saw Operator $13,56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 Crane,Clamshell,Backhoe,Derrick,Dra line,Shovel Operator $14.12 a Electrician $18.12 Fla er $ 8.43 Form Builder/Setter,Structures $11.63 Form Setter,Paving&Curb $11,83 Foundation Drill Operator,Crawler Mounted $13.67 Foundation Drill Operator,Truck Mounted $16.30 Front End Loader Operator $12.62 Laborer,Common $ 9.18 Laborer,Utility $10.65 Mechanic $16.97 Milling Machine Operator,Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator,Fine Grade $15.20 Motor Grader Operator,Rough $14.50 Oiler $14.98 Painter,Structures M.17 Pavement Marking Machine O erator $10.04 Pi ela er $11.04 Ruinforcing Steel Setter,Paving $14.86 Reinforcing Steel Setter,Structure $16,29 Roller Operator,Pneumatic,Self-Propelled $11.07 Roller Operator,Steel.Wheel,Flat Wheel/Tamping Wheel/Tamping $10.92 Roller Operator,Steel Wheel,Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator. $12.33 Spreader Box Operator $10.92 Tractor Operator,Crawler Type $12.60 Tractor Operator,Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver,Lowboy-Float $14.93 Truck Driver,Single Axle,Heavy $11.47 "ruck Driver,Single Axle,Light $10.91 Truck Driver,Tandem Axle,Semi-Trailer $11.75 Truck Driver,Transit-Mix $12.08 Wagon Drill,Boeing Machine,Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer J .slo,04 r (e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3)years following the date of acceptance of the work, maintain a records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section m of these contract docuents shall pertain to this inspection. Pa Estimates. With each partial payment estimate or payroll period, whichever (� � p pY PY is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. (g) Posting of Wage Rates. The contractor shall post the prevailing wage rates in a { conspicuous place at the site of the project at all tunes. (h) Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a)through (g) above. CITY OF FORT WORTH'S UPDATED:3-22-10 STANDARD PRODUCTS LIST a i pprnvat. Spec1Yo. Ciasaslllcatlon hiariufaettlret diode!Npi >\`a4fenaISpec Size E WASTEWATER _ . .... ...... Manhole Inserts EL 14 hlanlwh Insert Kn tsoa Fnte rises Madeta Urder-Plastic ASTMD 1248 For 24"dia. E]-14 hlanholc inscrf Noilon-lnllow Madc to Qrdrr-Plaslic ASTMD 1248 For24"dia. 0912311)6 E]-14 hfanholc insert Sowhwesrcm Packtng%Seals,Ina•. LircSaver-Stainless Steel For 24"dia. 09123,56 El 14 hfanhale town Southwestern P.cking&Seals,I -. To rL k Sl Isms Stec For 24'i4a _ ...... ... ....... ... ............. .................. ......... _ __..---- Manholes&BaseslFrames&Covers/Reclanlaular i hfanbola Frames and Coccrx N'cslam Inn Wor$s,Base&-ff.},Fnum y _ ....-................100I 24 x40,WD hfanholc Frames and Corers _-_,, yu?can Founstcy ..... 6780 24"x40"WD ............ _ - - -____ ......_._ .................... Manholes&BaseslFrames&Covers/Standard(Round) ......... ..._..... --- _...- - - - FI-14 hlanhalc Frames and Corers _Western Iron\Works,➢assSlEa�s,F'oundq 30074 _ 24"Di3. i EI-14 _hlanholc Frames and C'o�w McKinky].a lVor3:s Inc. A24 AM 24"Dia- EI 14 Manhole Frnw.an&Cos ere Neenah Casting L I l4 __ Manhole Framcs and Cos�crs Val—Foundry 1342 .ASTM A 48 __ 24"klia. -... ,..,., .... .. ........ ..... ......... ._. _.... EI-14 hlanholc Frame nd Cnvcrs Sigma Co torafran h1H-144N .................. .........._ - ....._._ ..........__. ....------ -------- EI44 hlanholc Frantesand Carers Sigma Cmfwraiton hSH-143N i EI-l4 hlanhalc Framcs and Ccocrs Pont-A-Morison GTS-STD 24"dia- j CI 14 Manhole Framcs and Corers Neenah Calling 24"dia. 7!2.O3 LI 14 Manhole V. s and C— _„ - ,Saint Gobain Pip lmcs(V3mntlnausF RF32 RATS ___ 30"Ilia 5 t 1 I ,1\:.I>. -' -- 1 l :iiSh1111orr W { €).,- : !, ,)I-,t11 I It �.,a,l C,-e. � I,�r•I.,;,h - � Manholes&Bases/Frames&CoyersMla€er Tight&Pressure Tiehf ._...._..... .......... ......_' _ g - ,.,., ........ ....._ CI-€4 hlanholc Frames and Corms Ponl-A-htauseon Puuvi ht 24"➢u ......... ........ ]1-14 Manhite FrannS and Core. Neenah Lasting _ 24"Dta. ......... ......... _.. .,................ EI-14 tstanhok Frameand C \ Ina Fouexiry 2342 ASTM A48 24"Clio. F.I-14 Manhole Frar s a d Cm'crs lycstcm fr,n WorksJ3 ss&hays Found y 300-24P 24"Dia. ......_. ..........._ - -_ S_ .., ,.,.. .......... ...___.._ ...... - ..........,.... ___- I El 1J Manhofc France and Corers htehinle Iron ll orkslm. 1VPA24Ahf 03f08 t10 Et 14 hlanhok Framcs and Cm cn AccucW RC-2100 ASThIA45 24"Di-, 04120,01 Ft-14 hlanhalc Frans and Covers Seramlwre Industr P -to L[d 300-24-23 75 Ring and Cos cr ASTAI A JR 24 Dia. '1 ___. _.. .. . ................. ......................... .............................. ........ .................. ........ _. ___. __ Manholes&BaseslNewlCom onents ...... 07r23 9l Unrhane I lydiophilic Watersto Asahi Kagyo K.K. Ad4kn uh Sea1 P-201 ASThI D2240 D4121D792 04126:00 Dttsct Joint for T Diam.M H Hart,—C'oncralc Products Dran'ft \0-35-004R-00t 04126Y10 Prof[Ic Gasket for 4'Diant.hill P.—Scat Gaskcr Corp._ _ 250AG Gaskcl ASTM C-4431C-361 SS 3.fli I 1/2(.99 -----_--------kIDPE\tanhol d2_.)..,.n[Riny ................ L d[ h,Im HDPC Adjustment Ring _ Nomtranit area 1 ol,=I:l y. ,-nil e., r:, CE'1 l., l- Manholes&Bases/New/Precast Concrete FI-W hl nhole-Pr�asr Concrete Hydru Conduit Co SPL Item#49 ASThl C478 48" 1 EI l4 hlanholc 1V allConrr 1 Ei Ca.lnc, ASTMC443 48" E144 Manhole,PNN.t Cansrcre llanson(to nsaMy Gifford-llin) ASThl C478 48" 09723i*76 F:I-tJ htan_ho1e,Pr,.t Concrete Concrete Product lac. 44"k.D,hlanholc wl 32 Cone ASTM(,479 48"w/32"con. -ill'-1 r 7r' - ................. ........ Manholes&Bases/Nen'/Fiberglass .... 1126y9 F,lcr#lsss Manhole Fluid Containment,Inc. Floxtitc ASTM 3753 Non traffic area 1 E..41.... I,-:.,: _.. _ _. 1 l.'.1:..m _. ..... ................,..................... ............. ............. .......................................... ................................-...--- .,... Manholes&Bases/Rehab S stems/Cementitious Ll-N hfanhnle R LehabS rcrns _Qua .................. -_-__ - - I]4123A1 E]-14 Manhole Rehab Sys(rms 5Eandard Ccmcnl hlatcrials,foie. Refiner h€SP - - FI-14 Manhole Rehab Systeo, APrM Pcrmafonn 41M'01 El 14 Manhole Rehab S)item Slrwg Sc I Systems,. _--_ Strong Seal MS2A Rehab System ', 9112rp1 EI 14 Manhole Rehab S3jw_m ___ I ol}triples Tcihnclo•ics Mkf ra it product to a[oP mRtt'.6-_ ASThf D5813 _ ...... ,i,s.1... Manholes&BaseslReltab SystetnslNonCel7relififtous ........ ........................... ........ ...... .. - - - 0s/20:}6 EI 14 \S h Ic,Reh bSZ t ms „_...... SP.m}axt, Spay Wall PA),reiham Coating ASTM D6391D79.0 EI-14 Manholc RchabS wms Sun Coast ------- _1�= 57111 f,S1 \t:tl, 41-?ql - C:o.• 11 ... Prepared by 6WNnsl 9f t5I2011 Page 1 CITY OF FORT WORTH'S UPDATED:3-22-10 STANDARD PRODUCTS LIST i App..ro.a! Srecl�to Ciamgsif1cation Size nlallufacturcr 1lfodellVo. NatfoltalSpec - -� .......... ....� ......... WATER PipesfValves&FItt113F_s!Combinatlon Air Release _ - -...- .._,_- L]-I l ---- 'Comb n� \ahe C\ro-i l 1 _--- Fmpin Au and l acuum 1'aA Afod-€935 \ST\I A 126 C Iris B,ASTh1 A FI 11 C binmion Air ReleawVa{ _ %Iulhpl x anu€oct mg Ca C'-pi.\I and Vacuum Voles Alod INo. 1!2 I R2" FI II Cwnbmauon AtrR lease Yah Val,e and Pnnxr Corp. APCU#143C XI45C and A147C _I 2"S3"--_-. __ ,.._ _,_. ....... ,...,., PipesAlalves&.Flttings(Duc€Ile Iron Fitting ... - 07/23 92 E1 07 I IX Blc Iron FI« g Star Pipe Pnxllnls,Inc. Mahanlcai JaEnt Fitttng5 AN%A C 153&C 110 ,..__- EI.07 -_DucEElc Iron FEliing5- _ CnRm Pips PnxiuUS Co- --\fc1hanEcalJmm Fillets 1N'N\C.I10 - - LI 07 Uuuih Iron Fittings hS N ancfrglcr P pv!€Jneon UuHilt,,Division \lnlrantcal Jatnt F tF gs,SSB C Ia-s 350 AWWA C 153,C 1 f0,C I,l l .--- .._. ____ ..........- ..--- _ - 05(14 9S _E1-07 Ductile[rnn F Ft nSs -- U E FI yc--- Sena,I500 Oidc Lock Pip.Restraint, AN N\C I53 4 24 - O VIO 98 E1-07 hlJ Fittings ,,,,,,,Gt;nu,Ca Class 350( I53 Nit Fnung� _ ' 11i09:04 E€-07 Duclilc Iron loin)Restraints floc Bah Inc. One Bolt ReuAned Tom(Pilling AN'4YA Cl111C116'C153 4"to 12, ........-_ --__- - _........... aXrOs,p1_ Eil-07 SiVT O 'Lsk hltthaaical Jomt Rewinc ----- Sima,_Co. Sigma One-Lok Mechanical drn tRs t ne A\VNA Cl IX 153 4"to 24" --. 8 Pk esNalves R.F1tf1ri s/Resilient Seated Gate Valve* 12/1302 FI 26 R sEh mN'cJ}, (satc Val,,c Ant scan}I-Control Scdc,2530 otd Swes 2536 ANIVA C515 W and 36' OWh;4 EI26 Rcllili al Wedge Gail,Vahe A can Flo,Control Scnn 25)0&2524(SD 94-20255) ANWA CS IS 20 and 24"__- OV1X99 EI-26 Rc Elwrlk N:dg GIc\olre A eri-Fl C n«ol Series 2516 SD 94.702471 -- ANAA 111124,00 EI-26 Re ilicni s 14 n3gc Cat \--1 s - \—im Flo Cent 1_- _ --S n 5 25DO AR N 1 C 509 4 to 12' OX-fl541 R il[nt NCA Gat VA, \m an Fl its C-ul.A 42 and48 \FC2500 ANNA CS 42 and 48' . ...._____ .. _ --__ ........ ...,.. 05f23i91 FI-26 Rcnh"m 5ved alst Anuuan A\K Company \mean A\K Railiert Y4 S GV A11NA C509 4 t 12 --------------------- �... 1110899 EI-26 Resilient N'cdgc Gale Vahc hfuc3IcrC - Su-A2361_(5➢.6617) A '\VA C'515 _ _ 16" 0112303 Et-26 11-h mNedg Ga!e V c _ Nw IEer Co Sc6c,1236Uf 18 24"(SD 6709) ANNA C515 -24 and smaller-- ? I 4 :I 13. �I " { I I, l! I • 5l S t 1- .. 1 _ {. „ 11 \as',r i 1 e � - 0112Ri8R _ El-26 Resilient Wed vGah\als'c ---- On V. Co. AW AC509 4" 12 `. 100,94 EI-26 Resilient Wedge Gale\'ahc Clow\'aloe Co, 16-R3 CiV ISD U-20995) __.. .. A11N\CSlS 16" .. ., ._. _- .,. ._ 1U08-99 El.26 Resilient WedF�Gale VaWe Ctaw Vahe Co. Cl-RR\atc(SD D21652) AWN'AC515 24 dmaller ......_ .. .... ,.,.,. ._.. ..... ..... ..... 1112904 El 26 Rcsdl nt Wed C t \ I Clo Val C Cl-30 &36 C-515 AN4\A CS IS 30 and 3W g c --. 01I2402 RC 111 nt Wcdg Galt\also AnaxEcanrriE.ComPan]__ -_ ...... an seta cr { ......... _ .. ,... ,._ .- ,.... PipeslVal4 es&.Fittings/Rubber Se'lted Butterfly Valve - .. - FI i0 R 66� S alcd Buti By\ah €[ ryP F1C1-.. AN 11 AC-SD7 24 ..........- - . - E130 RubbrSranda n Ily\ I --- \furJlr C ANN\C-504 24 . 1111,99 FJ 10 -R bb. ScatcdB II u fly Vats _._ U nk\ 1 c C _-- -.,., A11NA C-504 ___24 a dl gar 06112,03 r130 Valmahc\nkncaaB It rny\ he Valuutic\atrc and\lanuf cNnugC rp _...,,,^_�__ \almalic AtnaE an Buucrny'Vahc. ANN\L 504 [J to 84 dranxicr 14f>'•Oi lahc M&l l5tl 4O&1450 :44114\[.set! .kEo48- .................. __..� ., _____ - ....._ ... _ - ... Samplin Station€ation 3712f96 �N'atcr Sampling Station _- 51'mrr Plus B20 N'I rSampling Station D yr BRrrel Fire Hydrants _.......... -- --- .... - 10'O1r87 E-1-12 IDry Barrd Fir,Hydrant -- -\ntcnranT]arlmg Vahe Dranirrg r 90 1860.94-18560 AN 14 1 C-502 - 03!3I58X F1-12 Dq Hydrant .._-_ AmaricanU I glahe Shop,Dra%vmg No.94-19791 A\VA'A C-502 -- 09130 97 E 1-12 Dry 133m1 Fin klydran[ __.. _ Clow Corporation Slurp D,-.ng No.D 199" AR R\C-502 -. Op12,93 l 112 Dt)Band Fin ltydrant _- 1m neon AVR Company hlod 12700 \1414\C-502 ....... ....- __ _... OX124�X8 GI.12 Dry Bam--I Fin•€tydrant Clow Corporation _ Drawings'D2W35➢20436,1326506 AWWAC502 ......... .. ........_ ........ .... ...... ......... C 112_ Dry parnl Fin€lyd I_____., IFT Krnrts�Sy 4`alrr Shop Dm44 EE1 No.➢-807X3Fi1' AN VIVA A C 502 09124,97 E.-12 Dry Barrel Fir,8ydEanl MMI Valle Company Shclppr,,.�IingNo.1.3476 AN N\CS02 Shop Dmnings Co.6461 ' 101W,87 E-I-I2 Dry Ilaml Fire Mucller Company A423 Centurion ..__. AWWAC-502 _- --...,....._ ........,.,____ _-_............ .......,.., ._.,, Shop DrawCu-g Fll-]Z ORIA!" FI-12 D B IFirc Hydrant MI lIcr Company A-423&.Ixr Ccmuri 200 AWWAC502 10.'09iR7 E-1-32_ Dry ISaml Fire hydrant ._, _ _ U 5.Pipr R Foundry Shop Drax ing No.96U250 A4L 14 5 G502 0911"7 CS-12 Dry Barrel Fir,ll ydranl Waterous Company Shop U F No.SF.740S03 AN WA C-502 ` Water Appurtenances .. -. OCrogO FI IXA Ila n[hS ter 13- Fast Jonitn lr 44 k Inc. _ h1 to Bul(Plaslic)all Cl lid � LlassA B C 052X 02 Doubt Strap Saddl Smith Blau 4317 Cmld Uo ble SE ap Saddle -_- 01f2600 _ SS Topping Saddle rChl hxiustns a.Irm. - OW f>t IdC lland SS Saddle ..,.. _-. I m 32 taps Ot130.'0F _Ta m•Saddlr JC1sl rnduslrws,lrrc- F405 Coated Tapping Saddle l"la 12'taps i,fl L,r. ! i rti I I f ty.s': , lie ....... .............. Polyethylene Cllcasenlent o=_ 4j-P>,) r!d'. I -r; „>:.•.,ti. .JI',.:-. 1, si 1 °r-11 I.! n,. 1 E - - 171y ! I,_I.....�:. :,_ [' . i.i>.:Y .,�.E. { ..}.., ,l l.l3i ...-.. . ..... .. ... i\f CIC[S O205,93 E141-5 fhn4or Ch.LAf I r Anxs Company Mc,&I 1000 D lcclor Chtik Vahe .L1141\C550 4 IU .-- ........, - _- ....- j 0&05,01 hlagnetie➢etc Verflcal Turbie+" Ilcrsc hSancLe Unsi Vcrtieat AWNAC7pl-Class) 314"-6" Prepared by dlmnsl 9115J2011 Pago 3 Q II N O O I w I I moo II %f w z z 0 o I I � /, Q co LU o wv m '.3 m WnwINIIN r d Z w U :A-,2 m m a O 1 Ld IDs II w Lti z o Q �, Q o O I� 1 it IC a-- Q in ¢ U V —~' O < p Z ill i i z I 17 f~!} Q O o00 0 It 1 Q r7TFr--7Tl; O NUJ cc CL _ fL U d J l z Z f —[ N d W m rD U _z 3NIl )d83M]d �r• N LeJ L:J I PAVEMENT OR OTHER CONCRETE COLLAR SURFACE MATERIAL PER DETAIL WTR-004 >i !YAK..%:' ••t' �'}•a ,,.t t.���.� :. ) •'J•." :'!Y�.�•�-' ! I i ' I I I I IF VALVE OPERATING I I NUT IS MORE THAN 3' BELOW PAVEMENT SURFACE, PROVIDE I I EXTENSION STEM TO 1' BELOW PAVEMENT SURFACE. (SEE ` DETAIL WTR--003) jI I MCKINLEY IRON AND I STEEL CO., NO. YB5 THREE PIECE VALVE BOX OR APPROVED EQUAL. DETAIL PERTAINS TO ALL GATE GATE VALVE VALVE SIZES 4" THRU 12" OR LARGER, AS DIRECTED. TORQUE BOLTS PRIOR TO BACKFILL WATER MAIN E1-10 MATERIAL E2-10 CONSTRUCTION oRTWoRT CITY OF FORT WORTH,TEXAS DATE:FEB.2009 GATE VALVE AND BOX WTR-002 i Lcl 2" x2" x2" \ . in OPERATING NUT J w PER AWWA SPECS. *C-500 n x LLJ Q 2x2 x 2V e� C OSS vs 6" MIN.cr , z r, Ld w 0 00 * TRENCH JACKS 4. a Ld NE Ld z �. L0 Li x z l" DIA. SOLID STOCK ran (SEE WTR-003) z U a F- Q eY E,Xj m 'A. '`• X x 232" x 2X" SQUARE STOCK WITH zo 2" x 2" INSIDE CAVITY P 4 PER AWWA SPECS. *C--500 Q :r VALVE ACTUATOR ASSEMBLY r. I I I I I I � . f A * ADDITIONAL BRACING REQUIRED FOR EVERY EIGHT (8) VERTICAL FEET OF OPERATING NUT RISER. ORTWORT CITY OF FORT WORTH,TEXAS DATE:FEB.2009 ■' OPERATING NUT RISER (FOR LARGE VALVE INSTALLATIONS) WTR-003A 3 6 LEAD FROM MAINS EXISTING OR yi. - PROPOSED CURB BOTTOM REST CONCRETE CONCRETE BLOCKING BLOCKING FIRE HYDRANT EXERCISE CARE TO AVOID PLUGGING DRAIN MAIN HOLE WITH CONCRETE 18" MINIMUM FROM GROUND, PER FIRE DEPT. FIRE HYDRANT TO HE SET PLUMB EXISTING OR PROPOSED CURB BREAKER RING w/ PAVEMENT OR OTHER SURFACE 2'-6" BREAKER STEM OR SFROM FACE OF CURB PARKWAY TRENCH co 13ASE EXTENSION BARREL AND STEM FOR EXTRA BURY DEPTH 6 M.J. GATE VALVE I IIIF NECESSARY 6" FIRE HYDRANT 0 MINIMUM 7 C.F. GRAVEL LEAD LINE I=I PROPORTIONALLY III III. AROUND BASE MAIN CONCRETE BLOCKING CONCRETE REST 12"x`12"xV III iT I E� I FE I CONCRETE j II M.J ANCHOR TEE BLOCKING OR M.J. ANCHOR COUPLING M.J. FIRE HYDRANT TEE MAIN CONCRETE BLOCKING FIRE HYDRANT BOTTOM EXISTING OR REST PROPOSED CURB—\ E1-12 MATERIAL E2-12 CONSTRUCTION CITY OF FORT WORTH,TEXAS DATE:FEB.2009 STANDARD FIRE HYDRANT WTR-006 TRENCH WIDTH: 1. PIPE 24!' I.D. AND SMALLER = 24" OR O.D. + 12" WHICHEVER IS GREATER. 2. PIPE LARGER THAN 24" = O.D. OF PIPE + 18". 3. CRADLE SHALL EXTEND A MIN. OF 6" lb BEYOND EACH SIDE OF PIPE. 3000 PSI CONCRETE BELL—BELL BEND 4YP' RUBBER GASKET JOINT ��`4sy M.J.—M.J. BEND 0 CL MAIN 3000 PSI CONCRETE TYP. MECHANICAL JOINT MAIN lb BELL—BELL BEND F3000 PSI CONCRETE 0 LLI TYP 6 LL 9 EL DELL AND SPIGOT JOINT KEEP A MIN. OF l'—O" CLEARANCE BETWEEN CONCRETE AND JOINTS OR NOTE: BOLTS ON C.I. PIPE, OR WHEN CRADLE IS SHOWN OR IN EXCESS OF ll'—O" AS SPECIFIED FOR INSTALLATION DETAILED. ON CONCRETE PIPE, THE FULL JOINT LENGTH OF THE PIPE OR FITTING SHALL BE CRADLED. EI-20 MATERIAL E2—20 CONSTRUCTION FoRTWOUH CITY OF FORT WORTH,TEXAS DATE:FEB.2009 CONCRETE CRADLE WTR-009 NOTE: KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. #4 BAR STEEL STRAPS IN VARIABLE QUANTITY DEPENDING ON THRUST FORM AS NECESSARY 2500# CONCRETE ek #4 BARS BOTH WAYS 6" C-C NOTE: DIMENSIONS WILL BE SPECIFIED ON PLANS OR DIRECTED BY ENGINEER. E1-20 MATERIAL E2-20 CONSTRUCTION FoRTWOU H CITY OF FORT WORTH,TEXAS DATE:FEB,2009 EXAMPLE B VERTICAL TIE-DOWN BLOCK WTR-Oi I EXISTING SURFACE I I F1 I IHI I IE =1 FA EXISTING SEWER LINE Mill lil: 3 Ilflll I E�ff I II I fl l l� ' III Illlfl El I F PROPOSED WATER MAIN =I I E�Lj r�-=L11 9 VARIABLE TRENCH WIDTH. PIPE LENGTH SHALL BE MEASURED AS STANDARD TRENCH WIDTH, (REF. E2-2.16), PLUS FOUR FEET (4'). NO JOINTS WILL BE ALLOWED WITHIN THIS DIMENSION. A MINIMUM BEARING OF 24" SHALL BE REQUIRED ON EACH SIDE OF THE TRENCH. SEWER LINES LESS THAN TWELVE INCHES (12-) IN DIAMETER SHALL BE REPLACED WITH CLASS 150 CAST IRON PIPE. THE JOINING OF DUCTILE IRON PIPE WITH PROTECTOR 401 INTERIOR COATING A.W.W.A. C-900, CONCRETE PIPE OR SDR-26, AS DIRECTED BY THE ENGINEER, SHALL BE MADE WITH URETHANE OR NEOPRENE COUPLING ASTM C-425 SERIES 300 STAINLESS STEEL COMPRESSION STRAPS OR WITH APPROVED ADAPTORS. THE MINIMUM CLEARANCE OF SEWER TO WATER LINES SHALL HE EIGHTEEN INCHES (18"). E1-7 MATERIAL E2-2 CONSTRUCTION FoRTWorm CITY OF FORT WORTH,TEXAS DATE:FEB.2009 SANITARY SEWER PIPE REPLACEMENT WTR-018 NOTES: O 6" BLIND FLANGE TAPPED 2" WITH 2" BRASS PLUG WITH C.C. THREAD. O 125# PATTERN BLIND FLANGE DRILLED AND TAPPED FOR 6" BLIND FLANGE. 6" BLIND FLANGE ATTACHED WITH BRONZE BOLTS, GASKETS SHALL BE FULL FACED AS OTHERWISE REQUIRED IN E 2-4. Q3 LIFTING LUGS SHALL BE PROVIDED IN QUANTITIES SUFFICIENT TO LOFT AND HANDLE THE FLANGE AS A BALANCED LOAD. ATTACH THE 125# PATTERN BLIND FLANGE WITH STEEL BOLTS AND BRONZE NUTS THEN COVER WITH CEMENT GROUT AFTER INSTALLATION. i O 125# PATTERN FLANGE, UNLESS REQUIRED OTHERWISE, FLANGES AND BLIND FLANGES TO BE DESIGNED TO WITHSTAND PRESSURE RATING OF PIPE. © WYE BRANCH TO BE ONE SIZE LARGER THAN, BUT TAPERED TO STANDARD RUN NORMAL DIAMETER UNLESS OTHERWISE SPECIFIED. 70 STANDARD RUN DIAMETER 4 3 2 i i 7 E1-4 MATERIAL E2-4 CONSTRUCTION ORT ■■QRT CITY of FORT WORTH, TEXAS DATE: FEB.2009 STANDARD CLEANING WYE WTR-022 0 O 0 C14 O LU LL 0 C) 0 z CO Do V) 0 Ix z lu LU E w IL E co 06 F- E E E E E F E E E C) LL CO U. 'ko E E LLJ E E E Lti LL OD E N�t do 0 X 0 04 00 co �t ED U) Cq V) (N 0 U) 0 a — ED eq V) to 0 Lo v tO LU sd F- ui 7E V) E UJ E E w E Lo co 0 o LLJ E E E c_) E V) E E E E E E LLj to r- M 00 CO m N cq ;z 00 0) to V) C14 CN Cl) 00 O C) 04 © C4 r6 w LL LLJ A E E 'd7p- to (D 0 z 0 P LU E P E 00 cn LU w CL Lli ❑ CN C, 0 LL U- X U- n P 0) w Cam, t- 'k4 E to I A to E E E 01) 00 LlE x E 1. CO z 1 0 z I F- 0 KLWA JM)J F- ui E Z �I—E FIZ .40 AW E E w E E E 0 E LLj U313N V) to co z C14 LO X 0 0 cc Ll X E C.4 E CA en EXISTING CURB I ! II I I � I I II II EXISTING METER VAULT. [ SEE DETAIL WTR-031 J I FOR TEMP. SERVICE CONNECTION. I TEMP. SERVICE I� 2" GALV. PIPE z_ in =�I i I W a 3 3 I I � c� TEMP. SERVICE I ILa 2" GALV. PIPE I II a- f W II oa as I �¢ II °' TO F.H. OUTLET FOR TEMP WATER SUPPLY. I TEMP. SERVICE II EXISTING CURB 2" GALV. PIPE SEE DETAIL WTR--032 FOR INTERSECTION CROSSING oRTWouit CITY OF FORT WORTH,TEXAS DATE:FEB.2009 TYPICAL MAIN BY-PASS LAYOUT WTR-030 j i i 36" MAX. ASPHALT COVER - Y 2" GALV. PIPE ; EXISTING PAVING �s7�rLi>� ,art... r = { ,r ;{� 14 3 ik:a�`�;•r r 15 RQQFING BELT, 36" WIDE 2 STANDARD FINISHED / 2"x6" WOODEN PLANKS URTW4RT CITY OF FORT WORTH,TEXAS DATE:FEB.2009 INTERSECTION & DRIVEWAY APPROACH CROSSING FOR TEMPORARY WATER SERVICE WTR-032 REFER TO SAN-009 A. B MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH I "SEWER" CAST IN LIE). Nt TRENCH WIDTH CONC. CRADLE 2 COATS OF APPLY INTERIOR TO EXTEND TO BITUMASTIC CORROSION PIPE BELL t COATING PROTECTION AS REQUIRED. 0-RING GAS KETS ASTM C-76, CLASS III 0 JOINTS (TYP.) RCP PRECAST MANHOLE JOINTS RECOATED SECTIONS OR EQUAL. AFTER SECTIONS (REF. E2-14) *VARIES WITH PUT TOGETHER t;:, PIPE DIA. SECTION A-A A A GROUT 44, F.. 00 USE 4000 PSI CONCRETE J SECTION B-B 10 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE EI-14 MATERIAL 24" TO 36" DIA. E2-14 CONSTRUCTION FORT WORTH CITY OF FORT WORTH,TEXAS DATE:FEB.2009 STANDARD 4' DIAMETER MANHOLE SAN-003 NOTES: A. STANDARD PIPE FITTINGS SHALL BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN POSSIBLE, WITH INSTALLATION AS FOLLOWS: 1. PIPE FITTING. 2. POUR MANHOLE FLOOR TO SPRING LINE OF FITTING. 3. BREAK OUT TOP OF FITTING TO SPRING LINE. 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WALL UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED. b, STEEL TROWEL FINISH INVERT OF MANHOLE, B. WHEN SPECIAL SITUATIONS PROHIBIT USE OF STANDARD PIPE FITTINGS AS ABOVE OUTLINED, THE INVERT SHALL BE FORMED OF CONCRETE AND STEEL TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CHARACTERISTICS TO THOSE AFFORDED BY THE ABOVE INSTALLATION. INVERTS THUS FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. A Vb IS / ` 8 �Ob a WATERTIGHT PIPE \ I SEAL. (A'LOK OR 84 APPROVED EQUAL) A ELM MEW IV IL CONCRETE SLAB i SECTION A—A � I ! I II 11 Il II CONCRETE SLAB MATCH LOWUNE OF Et-14 MATERIAL. SERMC ETO CROWN E2-14 CONSTRUCTION TION R-8 OF LATERAL/MAIN �Rir� T�ili CITY OF FORT WORTH,TEXAS DATE: NOV.2010 ■■■■ Ili 4" AND 6" SERVICE CONNECTION MANHOLE BOTTOM SAN-006A COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA FOR UNPAVED AREA 5'-0- MANHOLE FRAME AND- 32" DIA. DUCTILE IRON COVER. (REFER TO SM. PRODUCT LIST ;A A 0 Lo 4000 PSI CONCRETE 8-#4 REBARS TYP. 12" MIN, 32" MIN. '" CHAMFER (TYP.) ........... ................... GROUND .. .......... ............. .. ................. IT --Ul 30" CLEAR OPENING L CONCRETE COLLAR 2 ROWS OF AM-NEK SEAL HEIGHT VARIES 2" x B" x 30" I.D. -w/STAGGERED JOINTS OR CONCRETE PRECAST APPROVE) EQUAL. L 2 ROWS 0 OW w STAGG APPROVED GRADE RINGS PER ASTM C478. SECTION- -A-A REBAR SHALL BE PLACED 3" O WHERE MANHOLES ARE IN HINGED LIDS ARE REQUIRED MIN. FROM TOP AND BOTTOM THE STREET. INSTALL 2 OR ON ALL ELEVATED MANHOLES, OF CONCRETE COLLAR. MORE GRADE RINGS, AS JUNCTION BOXES AND WHERE NEEDED, BETWEEN CASTING SPECIFIED ON PLANS. (REFER AND TOP OF PAVEMENT. TO STD. PRODUCTS LIST) O LOCKS TO BE INSTALLED ON HINGED LIDS INSTALLED IN ALL MANHOLE LIDS BELOW STREETS SHALL OPEN THE 100-YEAR FLOOD ELEV. E11-14, El-20, El-21 MATERIAL E2-14, E2-20, E2-21 CONSTRUCTION AGAINST THE FLOW OF AND WHERE SPECIFIED ON TRAFFIC. 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PIPE DIA. + 1' < TRENCH WIDTH D21CAL 5ECTIOR CITY OF FORT WORTH,TEXAS DATE:FEB.2009 CLAY DAM SAN-M 4' q') FORTWORTH.+' 61' 2 3 —Project Title 4" 41 12, Architect: '21 2 Architects Name 2 2 Contractor: 2 — Contractors Name 2 1"2 4 1 FUNDED BY .1 (List Bond Fund, etc) 2 ..—SCHEDULE COMPLETION DATE 2 YEAR - 3 R 1 j"TYP. 4,Typ. 2 FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH-PMS 288-BLUE LONGHORN LOGO-PMS 725-BROWN LETTERING-PMS 288-BLUE BACKGROUND-WHITE BORDER-BLUE PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD DRAWING NO. 1 _ V DATE: >- n (7) LLI C) Q N I;11 =II _ II �V- aV) oLLIZ J !f= U �00 Oa e. :`- I I 1 X o¢ _� o �d iLi fA EII� a z wQo Lj >— w �CL _ W J m .: - _i¢ W W L J J= w Q ¢ EL � ow m =o MJr 0w0 F 1-" a ^ w rn �v a � U0 Z W ellU w :� 111 � U �� aL.F ky-' WI = U QoW Q Qj ¢ W< CY(n Q � p w� w a- V 0 � 0U JQ F_ D o mW W w n L o Uin iE :2 ~ zU �� t z ¢ w 3°:•. 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O ..� •: ;c_•U `..,i :,r —111 UU • Q z �Zc 0 0 O wX �00 CID 7.` :� w+s y ,'r;l ..,KS��_t ;•^'r''S i Y'I.C'l !!-- • •NIYV'„9 Div Ili—I '— f -ill- 11 l=l I t-- z :�111 Fm io : •; !I zax z I x < 01 1100- I SUMMARY OF WORK Page I of 3 SECTION 01 1100 SUMMARY OF WORK PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to" 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 2. Division I -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor,materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work I. Any and all Work specifically governed by documentary requirements for the project,such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list,then the item shall be considered as a subsidiary item of Work,the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys,or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials,and equipment for construction purposes may be stored in such space,but no more than is necessary to avoid delay in the construction operations. CITY OF FOR,r WORTH 2O09 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUN4ENTS City Project No.01231 Revised July 1,2011 01 11 00-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1,7 CLOSEOUT SUBMITTALS ]NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] i 1.12 WARRANTY ]NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] j END OF SECTION Revision Log 1 DATE NAME SUMMARY OF CHANGE I I CITY OF FORT WORTH 2008 CIP NE101-113ORHOOD S1'I2EE"f,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,01231 Revised July 1,2011 01 25 00-1 i SUBSTITUTION PROCEDURES Page I of4 SECTION 0125 00 SUBSTITUTION PROCEDURES PARTI - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer 3 b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not"or-equals". i B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES (NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution-General I. Within 30 days after award of Contract(unless noted otherwise),the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors,trade names,or catalog numbers. m a. When this ethod of specifying is used, it is not intended to exclude from consideration other products bearing outer manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are"or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements,or other factors beyond control of Contractor; or, CITY OF FORT NORTH 2O08 CIP NEIGHBORHOOD STREET,CONTItAC'r 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion,substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT"SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] i 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product,the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified,and that it will perform fiinction for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary,making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i I 01 31 19-1 PRECONSTRUCTION MEETING Page I of 3 SECTION 01 31 19 PRECONSTRUCTION MEETING PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the stall of Work to clarify construction contract administration procedures B. Deviations from this City of Fall Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0---Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] : 1.4 ADMINISTRATIVE REQUIREMENTS : A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded,tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting I. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2, The Project Representative will preside at the meeting,prepare the notes of the meeting and distribute copies of same to all participants who so request by filly completing the attendance farm to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request e. Other City representatives CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 01 31 19-3 i PRECONSTRUC ION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 1 3 PART 2- PRODUCTS ]NOT USED] i PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 01 3120-1 PROJECT MEETINGS Page 1 of 3 SECTION 01 31 20 PROJECT MEETINGS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification I. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2, Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings,and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded,tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section,may be held when requested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting I. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor b. Project Representative CITY OF FORT WORTH 2O08 C1P NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i f 01 31 20-3 PROJECT MEETINGS Page 3 of 3 a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable,meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED[ 'i 1.7 CLOSEOUT SUBMITTALS INOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] i PART 2- PRODUCTS ]NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.0123I Revised luty I,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 SECTION 01 3216 CONSTRUCTION PROGRESS SCHEDULE PARTI - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation,submittal,updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier 1 -No schedule submittal required by contract. Shall, brief duration projects b. Tier 2-No schedule submittal required by contract,but will require some milestone dates. Small,brief duration projects c. Tier 3 -Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond plogrant projects d. Tier 4 -Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule-Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule-Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 l 1 i 0132 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will,after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled,the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to tim pr c, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions,weather, technical difficulties, strikes,unavoidable delays on the part of the City or its representatives,and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor-shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates,and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH 2O08 C1P NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 E E 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 3 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. i B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] i 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USE, PART 2- PRODUCTS NOT USED] ] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CIP NEIGH130RHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised hily 1,2011 i 01 32 33- 1 PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRICONSTRUCTION VIDEO PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0--Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division I General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video l. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE ]NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY ]NOT USED] PART 2- PRODUCTS [NOT USED] CITY OF PORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i 01 3300-1 SUBMITTALS i Page I of a I i SECTION 0133 00 SUBMITTALS i PARTI - GENERAL 1.1 SUMMARY A. Section Includes: l. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data(including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 --General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing,at the time of submittal,of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including,but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 1 2009 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,201 1 f[ I 013300-3 SUBMITTALS 1 Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor i b. Supplier c. Manufacturer 5, Identification of the product,with the Specification Section number,page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards,such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11, An 8-inch x 3-inch blank space for Contractor and City staFnps F. Shop Drawings I. As specified in individual Work Sections includes,but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation(working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions C. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data I. For submittals of product data for products included on the City's Standard Product List,clearly identify cacti item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List,submittal data may include,but is not necessarily limited to: a. Standard prepared data for manufactured products(sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other Submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples,where required,to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified, K. Submittal Review 1. The review of shop drawings,data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions,and materials c. Approving departures from details furnished by the City,except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy,for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance,the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal, a) When returned under this code the Contractor may release the equipment and/or material for manufacture, b. Code 2 CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i i i 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded,will be returned within 30 calendar days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections,include,but are not necessarily limited to,complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, sublllit a P.E. Certification for each item required. N. Request for Information(RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information(RFI) form provided by the City. 3. Numbering of RF1 a. Prefix with"RFI" followed by series number, "-xxx",beginning with"01"and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required,the City will issue a Field Order or Change Order, as appropriate. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projec!No.01231 Revised July 1,2011 I 01 35 13-1 SPECIAL PROJECT PROCEDURES i Page I of 8 SECTION 0135 13 i i SPECIAL PROJECT PROCEDURES i PART1 - GENERAL i 1.1 SUMMARY A. Section Includes: 1. The procedures for special project circumstances that includes,but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines C. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking I. ;Coordination with North Central Texas Council of Governments Clean Construction Specification B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I General Requirements 3. Section 33 12 25 Connection to Existing WaterMains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Coorditnation within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: l) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised[Insert Revision Date] t i 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of S 1) The power company(example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers,de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met, C. Confined Space Entry Program I. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days I. General a. Observe the following guidelines relating to working on City construction sites on days designated as"AIR POLLUTION WATCH DAYS". b. Typical Ozone Season j 1) May I through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality(TCEQ), in coordination with the National Weather Service,will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1} Begin work after 10:00 a.m.whenever construction phasing requires the use of motorized equipment for periods in excess of I hour. 2) However,the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than I hour,or b) If equipment is new and certified by EPA as "Low Emitting",or equipment burns Ultra Low Sulfur Diesel (ULSD),diesel emulsions,or alternative fuels such as CNG. E. Use of Explosives,Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification L} Subinit notice to City and proof of adequate insurance coverage,24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 F. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate,for a period of time,existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH 2O09 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised[Insert Revision Date] 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. 1. Coordination with United States Army Corps of Engineers(USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated Permit, J. Coordination within Railroad Permit Areas I. At locations in the project where construction activities occur in areas where railroad permits are required,meet all requirements set forth in each designated railroad permit. This includes,but is not limited to,provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were personnel were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust,capture and properly dispose of waste water. b. If wet saw cutting is performed,capture and properly dispose of slurry. L. Employee Parking 1. Provide parking for employees at locations approved by the City. M. {Coordination with North Central Texas Council of Governments (NCTCOG)Clean Construction Specification [if required for the project--verify with City] 1. Comply with equipment, Operational, reporting and enforcernent requirements set Forth in NCTCOG's Clean Construction Specification.; CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised[Insert Revision Datel 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: i CPN No.: 01231 Project Name: Contract 2C, 2008 CIP, Pavement Reconstruction, Water& Sewer Repalcement for following (28TH STREET, ELM STREET, MINEOLA AVENUE and NORMAN STREET) Mapsco Location: 47Y &48R Limits of Construction: 1. 28TH STREET(ROBINSON ST. -ROCK ISLAND ST.) ? 2. ELM STREET(E. LONG AVE. -NE 34TH STREET) 3. MINEOLA AVENUE(DECATUR AVE. -HARDY ST.) 4. NORMAN STREET(DECATUR AVE. -WEBER ST.) Art a IL i ' I s rt < a t z !' t' r 1 't y x. THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 CITY OF FORT WORTH2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised[lnsett Revision Date] 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 --General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails,the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments far'testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USEDI 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance,that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,01231 Revised July 1,2011 is 0tSO00-1 ! TEMPORARY FACILITIES AND CONTROLS Page I of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART \ - GENERAL 1.1 SUMMARY A. Section Includes: l. Provide temporary facilities and controls needed for the Work including,but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control c. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification I. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel,power, light,heat and other utility services necessary for execution,completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping,equipment,devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City I week before water for construction is desired CITY OF FORT WORTH 2O09 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPFCIFICA'rION DOCUMENTS CiFy Project No.01231 Revised July 1,2011 i i j I I i 015000-3 a TEMPORARY FACILITIES AND CONTROLS j Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction I, Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] i 1.7 CLOSEOUT SUBMITTALS ]NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS ]NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS ]NOT USED] PART 3- EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 ]REPAIR] 1 [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD lonj SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF PORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July I,2011 'f f i I 01 55 26-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page l of 3 i 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL j I 3 PARTI - GENERAL 4 1.1 SUMMARY i 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 1 I. 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 I —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 7 t 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, 39 1) Allow a rnininium of 5 working days for permit review. CITY OF FORT WORTH 2O08 CIP NEIGIIRORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 f 01 55 26-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 i Revision Log DATE NAME SUMMARY OF CHANGE l t I I CITY OF PORT WORTH2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i i I 01 57 13- 1 i STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION j i 3 PARTI - GENERAL 4 1.1 SUMMARY j i 5 A. Section Includes: j 6 1. Procedures for Storm Water Pollution Prevention Plans i 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: IO 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the I 1 Contract 12 2. Division I —General Requirements 13 3. Section 3125 00--Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than I acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination:NOT 25 3, Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2O09 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,01231 Revised July 1,2011 I 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. i 3 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED) 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] I 9 1.12 WARRANTY [NOT USED] i i i to PART 2 - PRODUCTS INOT USED] I 1 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 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 hncludes: j 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 1 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 paymcrit will be allowed for this Item, 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED lots] OWNER-SUPPLIEDPRODUCTS INOT 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 WORT' 2O08 C[P NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 l Revision Log DATE NAME SUMMARY OF CHANGE 2 i a 1 I i I CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.0 123 1 Revised July I,2011 016000-1 PRODUCT REQUIREMENTS Page I of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section hncludes: 6 1. A listing of the approved products for use in the City 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract I 1 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1, The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List,not all 25 products from that manufacturer are approved for use, including but not limited to,that 26 manufacturer's standard product. 27 E. See Section 0133 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE INOT USED] 34 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH 2008 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.0 12 31 Revised July 1,2011 i i 3 3 01 66 00-1 I PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS l PART1 - GENERAL 1.1 SUMMARY A. Section Includes: I. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: j a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1,5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSAN FORMATIONAL SUBMITTALS INOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 1.9 QUALITY ASSURANCE INOT USED] 1,10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT NORTH 2008 CIP NGIGHRORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 I f j 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] { 1.12 WARRANTY [NOT USED] ?, i PART 2- PRODUCTS [NOT USED] a PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION ]NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD IoR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. j B. Non-Conforming Work 1. Deject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equiplrlent in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE INOT USED] 3.14 ATTACHMENTS [NOT USEDI END OF SECTION CITY OF FORT WORTH 2008 CIP NEIGHE30RHOOD STREET,CONTRACT2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised hdy 1,2011 I 017123- 1 CONSTRUCTION STAKING Page I of 3 I SECTION 01 71 23 2 CONSTRUCTION STAKING 3 PARTIW GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Requirements for constriction staking. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 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 Ite1n. 16 1.3 REFERENCES [NOT USEDI 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Construction Stakes 19 1. Constriction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City,a sufficient number of stakes or markings have 29 been lost,destroyed or disturbed,by Contractor's neglect such that the 30 contracted Work cannot take place,then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised Aily 1,2011 1 I 01 71 23-3 CONSTRUCTION STAKING Page 3 of 3 1 3.8 SYSTEM STARTUP [NOT USED] I 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 1 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 i 9 Revision Log I DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i 01 74 23- 1 CLEANING Page I of 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: I 1 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1,2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED[ 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 29 1.9 QUALITY ASSURANCE INOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 L Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,0 123 1 Revised July 1,2011 1 017423-3 a CLEANING Page 3 of 4 1 7. Thoroughly clean,sweep,wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City,the City reset ves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials,debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away From construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items,which 19 may become airborne or transported by flowing water during the storm. 20 C. Interior Final Cleaning 21 1. Remove grease,mastic, adhesives, dust,dirt,stains, fingerprints, labels and other m 22 foreign aterials from sight-exposed surfaces. 23 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 24 3. Wash and shine glazing and mirrors. 25 4. Polish glossy surfaces to a clear shine. 26 5. Ventilating systems 27 a. Clean permanent filters and replace disposable filters if units were operated 28 during construction. 29 b. Clean ducts, blowers and coils if units were operated without filters during 30 construction. 31 6. Replace all burned out lamps. 32 7. Broom clean process area floors. 33 8. Mop office and control room floors. 34 D. Exterior(Site or Right of Way) Final Cleaning 35 1. Remove trash and debris containers from site. 36 a. Re-seed areas disturbed by location of trash and debris containers in accordance 37 with Section 32 92 13. 38 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 39 that may hinder or disrupt the flow of traffic along the roadway. 40 3. Clean any interior areas including, but not limited to, vaults,manholes,structures, 41 junction boxes and inlets. 42 4. If no longer required for maintenance of erosion facilities,and upon approval by 43 City, remove erosion control from site. 44 5. Clean signs, lights,signals, etc. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS : 1 PART - GENERAL 1.1 SUMMARY i A. Section Includes: 1. The procedure for closing out a contract I B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees,Bonds and Affidavits 1. No application foi'final payment will be accepted until all guarantees,bonds, certificates,licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.0 123 1 Revised July 1,2011 i 01 77 I9-3 j CLOSEOUT REQUIREMENTS Page 3 of 3 I, Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report(if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR/RESTORATION [NOT USED] j 3.6 RE-INSTALLATION [NOT USED] j 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3,12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS INOT USED) END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STitEET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July I,2011 Ol 78 23-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 I SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA i 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) I 1 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payrnenk 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 Submittal Procedures. All 28 submittals shall be approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel, 32 2. Format 33 a. Size: 8 '12 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 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 l 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 l) Catalog number, size,composition 0 2) Color and texture designations 1 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 I 19 1) Applicable standards 20 2) Chemical composition i 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 1i'ORTI1 2008 CI N EIGH BOR1400D STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 i 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 a 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] 3 5 PART 3 — EXECUTION [NOT USED] s a 6 END OF SECTION 7 Revision Log i DATE NAME SUMMARY OF CHANGE i i 8 j CITY OF FORT NORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 f ol�x3�-r PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: I. Work associated with the documenting the project and recording changes to project j documents, including: a. Record Drawings j b. Water Meter Service Reports j c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED[ 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL,SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each street of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011 01 79 39-3 PROJECT RECORD DOCUMENTS Page 3 of 4 i 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the jab set must be taken out for new entries and for examination, and the conditions under which these activities will be performed,devise a ;I m suitable ethod for protecting the job set. b. Do not use the jab set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, { clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. i c. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings,arrangements of conduits,circuits,piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1} Final physical arrangement is determined by the Contractor,subject to the City's approval. 2) However,design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings,by dimension accurate to within 1 inch,the centerline of each run of iterns. 1) Final physical arrangement is determined by the Contractor,subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents,coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction,and the actual location of items. CITY OF FORT wOR'rH 2O08 CIP NEIGHBORHOOD STREET,CONTRACT 2C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.01231 Revised July 1,2011