Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 45053
CITY SECRETARY D.O.E. FILE CONTRACTOR'S BONDING CO. CONSTRUCTION'S COPY CLIENT DEPARTMENT FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF 9700 Trinity Blvd. Drainage Improvements Betsy Price Mayor City Project No. 00100 Tom Higgins Interim City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works 2013 Jacobs Engineering Group 5:• * • * 69 UURT E WE ATHERSBEE 0 • ' 0 o. 60205 :2p fl4,s/oNAL• at -OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX F-296 �F . T• Fa4aII 0 *© RECEIVE® OCI 29 VA ADDENDUM 1 00 00 00 - 1 TABLE OF CONTENTS 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Foiiii 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 00 45 40 Minority Business Enterprise Goal 19 00 52 43 Agreement 20 00 61 13 Performance Bond 21 00 61 14 Payment Bond 22 00 61 19 Maintenance Bond 23 00 61 25 Certificate of Insurance 24 00 72 00 General Conditions 25 00 73 00 Supplementary Conditions 26 27 Division 01 - General 28 01 11 00 Summary of Work 29 01 25 00 Substitution Procedures 30 01 31 19 Preconstruction Meeting 31 01 31 20 Project Meetings 32 01 32 16 Construction Progress Schedule 33 01 32 33 Preconstruction Video 34 01 33 00 Submittals 35 01 35 13 Special Project Procedures 36 01 45 23 Testing and Inspection Services 37 01 50 00 Temporary Facilities and Controls 38 01 55 26 Street Use Peiiuit and Modifications to Traffic Control 39 01 57 13 Storm Water Pollution Prevention Plan 40 01 58 13 Temporary Project Signage 41 01 60 00 Product Requirements 42 01 66 00 Product Storage and Handling Requirements 43 01 70 00 Mobilization and Remobilization 44 01 71 23 Construction Staking and Survey 45 01 74 23 Cleaning 46 01 77 19 Closeout Requirements 47 01 78 23 Operation and Maintenance Data 48 01 78 39 Project Record Documents 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 1 of 4 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 ADDENDUM 1 000000-2 TABLE OF CONTENTS Page 2 of 4 1 Technical Specifications which have been modified by the Engineer specifically for this 2 Project; hard copies are included in the Project's Contract Documents 3 4 Division 31 - Earthwork 5 31 23 16 Unclassified Excavation 6 31 23 23 Borrow 7 3124 00 Embankment 8 9 Division 33 — Utilities 10 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 11 12 Division 39 13 39 00 03 Storm Water Field Order Allowance 14 15 Division - Bridge 16 1 TxDot 403 Temporary Special Shoring 17 2 TxDot 416 Drill Shaft (24 IN) 18 3 TxDot 420 CL C CONC (RAIL FOUNDATION) 19 4 TxDot 420 CL C CONC (ABUT) 20 5 TxDot 420 CL C CONC (BENT) 21 6 TxDot 420 CL S (APPR SLAB) 22 7 TxDot 420 CL S CONC (BRIDGE SDWLK) 23 8 TxDot 420 CL S CONC (CIP SLAB SPAN) 24 9 TxDot 428 CONC SURF TREAT (CLASS II) 25 10 TxDot 442 STR STL (MISC) 26 11 TxDot 450 RAIL (TY T223) 27 12 TxDot 450 RAIL (TY C223) 28 13 TxDot 459 GABIONS (PVC) 29 30 Division - Drop Structure 31 1 TxDot 420 CL F CONC (CIP DROP STRUCTURE) 32 2 TxDot 432 RIPRAP CONC (CL C) 33 2 umu & P CONNC (8 1 34 35 Technical Specifications listed below are included for this Project by reference and can be 36 viewed/downloaded from the City's Buzzsaw site at: 37 38 httns://nroiectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Proiects/00100%20 39%20Trinity%20B1vd%20%289700%29%20Culvert%20lmnrovements/General%20Contract%20, 40 Documents%20and%20Snecifications 41 42 Division 02 - Existing Conditions 43 02 41 13 Selective Site Demolition 44 02 41 14 Utility Removal/Abandonment 45 02 41 15 Paving Removal 46 47 Division 03 - Concrete 48 03 30 00 Cast -In -Place Concrete 49 03 34 13 Controlled Low Strength Material (CLSM) 50 03 34 16 Concrete Base Material for Trench Repair CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 ADDENDUM 1 00 00 00 - 3 TABLE OF CONTENTS 03 80 00 Division 31- 31 10 00 31 25 00 31 36 00 Division 32 - 32 01 17 32 01 18 32 01 29 32 11 23 32 11 29 32 11 33 32 12 16 32 12 73 32 13 13 32 13 20 32 13 73 32 16 13 32 17 23 32 91 19 32 92 13 32 93 43 Modifications to Existing Concrete Structures Earthwork Site Clearing Erosion and Sediment Control Gabions Exterior Improvements Permanent Asphalt Paving Repair Temporary Asphalt Paving Repair Concrete Paving Repair Flexible Base Courses Lime Treated Base Courses Cement Treated Base Courses Asphalt Paving Asphalt Paving Crack Sealants Concrete Paving Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Paving Joint Sealants Concrete Curb and Gutters and Valley Gutters Pavement Markings Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 13 Frame, Cover and Grade Rings 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 22 Steel Casing Pipe 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 20 Resilient Seated Gate Valve 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 33 12 60 Standard Blow -Off Assembly 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 3121 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 39 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 49 40 Storm Drainage Headwalls and Wingwalls CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 3 of 4 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ADDENDUM 1 Division 34 - Transportation Roadway Illumination Assemblies Aluminum Signs Traffic Control 34 41 20 34 41 30 34 71 13 Appendix GC-4.01 GC-4.02 GC-4.04 GC-4.06 GC-6.06.D GC-6.07 GC-6.09 GC-6.24 GR-01 60 00 Availability of Lands Subsurface and Physical Conditions Underground Facilities Hazardous Environmental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates Peiiiiits and Utilities Nondiscrimination Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 000000-4 TABLE OF CONTENTS Page 4 of 4 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 000515-1 ADDENDA Page 1 of 1 1 SECTION 00 0515 2 ADDENDA 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with any addenda 7 issued during bidding.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 M&C Review Page 1 of 2 CITY COUNCIL AGENDA DATE: 9/17/2013 CODE: C Official site of the City of Fort Worth, Texas FORT WORTH COUNCIL ACTION: Approved on 9/17/2013 REFERENCE NO.: TYPE: C-26446 LOG NAME: NON- PUBLIC CONSENT HEARING: 20SW 9700 TRINITY BLVD_CONSTRUCTION NO SUBJECT: Authorize Execution of a Contract with McMahon Contracting L.P., in the Amount of $3,342,519.36 for the 9700 Trinity Boulevard Culvert Replacement Project and Provide for Contingencies and Construction Services for a Total Project Cost in the Amount of $3,864,019.36 (COUNCIL DISTRICT 5) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with McMahon Contracting L.P., in the amount of $3,342,519.36 for construction of the 9700 Trinity Boulevard Culvert Replacement Project. DISCUSSION: The purpose of this Mayor and Council Communication is to authorize the execution of a contract for the construction of a project to provide a four -lane bridge structure that will convey storm water flows during a 100-year storm, thereby reducing street and property flooding in the vicinity of Trinity Boulevard between Bell Spur Road and Norwood Drive. The project was advertised for bid in the Fort Worth Star-Telearam on June 13, 2013 and June 20, 2013. On July 25, 2013, the following bids were received: BIDDERS AMOUNT CD Builders, Inc. $2,709,740.42 McMahon Contracting L.P. $3,342,519.36 Rebcon Inc. $3,723,513.20 The design engineer's opinion of probable cost for the construction was $3,600,000.00. It was determined by Staff that the apparent low bidder, CD Builders, Inc., did not meet the prequalification requirements for sanitary sewer improvements, as required for this project. CD Builders, Inc., was given an opportunity to comply with the City requirements, but did not provide a prequalified subcontractor to perform the work and failed to provide the necessary documentation to allow CD Builders, Inc., to perform the work themselves. Therefore, Staff recommends that the contract be awarded to the next lowest bidder. The recommended contract award amount includes $210,000.00 for a pre -established field order allowance which is incorporated in the contract amount. Other budget items beyond the construction contract amount include $421,500.00 for survey, materials testing, and inspection and a $100,000.00 contingency. The total project budget is $3,864,019.36. M/WBE Office - McMahon Contracting, LP, is in compliance with the City's BDE Ordinance by committing to 21 percent MBE participation on this project. The City's MBE goal on this project is 20 percent. This project is located in COUNCIL DISTRICT 5, Mapsco 67B and 67C. FISCAL INFORMATION/CERTIFICATION: http://www.fortworthgov.org/council_packet/mc review.asp?ID=18936&councildate=9/1... 9/19/2013 M&C Review Page 2 of 2 The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Stormwater Capital Projects Bond Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P227 541200 205280010083 $3.342.519.36 Submitted for Citv Manager's Office bv: Fernando Costa (6122) Oriainatina Department Head: Douglas W. Wiersig (7801) Additional Information Contact: Rick Shaffer (6821) ATTACHMENTS 00100 9700 Trinity Blvd Map.pdf http://www.fortworthgov.org/council_packet/mc review.asp?ID=1 893 6&councildate=9/1 ... 9/19/2013 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 to the Specifications & Contract Documents for 9700 TRINITY BOULEVARD CULVERT IMPROVEMENTS CITY PROJECT NO. 00100 Bid Submittal Due Date: July 18, 2013 Addendum No. 1 Issued: July 11, 2013 The Specifications, Contract Documents and Drawings for the above -referenced project are revised and amended as follows: GENERAL CLARIFICATIONS AND CHANGES: The following questions were asked during the pre -bid conference held on July 3, 2013 or were later submitted by email. The answers to the items are provided for clarification only. 1. Question: How much are liquidated damages? Answer: Liquidated damages will be assessed at a rate of $840 per day as specified in the contract documents. 2. Question: Who will provide construction staking for this project? Answer: The City's surveyor or a consultant hired by the City will provide construction staking for the project. 3. Question: How will any addenda be issued? Answer: This Addendum will be uploaded to the City's Buzzsaw website. 4. Question: Can the contractor remove trees? Answer: Trees to be protected are noted on the plan sheets. The contractor may remove certain trees within the right of way if the proposed grades will impact the tree. The contractor is to attempt to save such trees before they are removed. 5. Question:. What is the intent of the proposal item for embankment? Answer: Proposal Item No. 3124.0101 Embankment 20 CV - this item will be removed and incorporated into the Borrow Proposal Item. 6. Question: Can the contractor work in the creek? Answer: A permit to work within the creek has been applied for through the U.S. Army Corps of Engineers. This permit will allow the contractor to put equipment into the creek and work within the creek. 7. Question: What is the intent of the proposal item for miscellaneous concrete removal? Answer: Proposal Item No. 0241.0900 Remove Misc. Concrete Structure is for removal of the existing culverts and concrete apron at the culvert location. 8. Question: What is the engineer's estimate for this project? Answer: The Engineer's Estimate for this project is $3,600,000. Page 1 of 4 9. Question: A note on Sheet 93 references a 6-inch Atmos gas line that will be taken out by others. Will the work be completed before the job starts? Answer: The existing 6-inch Atmos gas line has been abandoned in place, and new line has been constructed south of the bridge. 10. Question: How will the relocation of the roadside flashing beacons be paid? Who hooks them up and who provides power? Are there foundation details? Answer: The City will remove the flashing beacons. They will not be reinstalled. The selected contractor for this contract will remove any existing foundations for the flashing beacons, and this work will be subsidiary to other bid items in this contract. 11. Question: What is the depth of the existing asphalt to be removed? Answer: The pavement is approximately 12 inches thick. The pavement thickness may vary along the project length. 12. Question: Are silt fences, rock check dams, construction entranced, and soil binders subsidiary to the SWPPP item? What kind of soil binding system is required? Is the soil binder for disturbed slopes required on an "as needed" basis? Answer: Yes, these items, and any other applicable items, are subsidiary to the SWPPP bid item. The soil binder can be selected by the contractor. The soil binder shall be appropriate to the soil type and site condition and be applied as per manufacturer's specifications. The soil binder shall be applied to any slope that is waiting final stabilization with either slope protection or vegetation. 13. Question: Note 1 on Sheet 118 says soil binder is applied to disturbed slopes awaiting final stabilization. What is meant by final stabilization? How is the erosion control matting paid? Answer: Final stabilization occurs when either the disturbed area is covered with erosion control material or established vegetation. The erosion control matting, which includes concrete riprap, grouted stone riprap and articulating blocks is paid for by the square yard, as shown in Specification Section 00 42 43. Unless noted otherwise, all other erosion control items are subsidiary to the SWPPP bid item. CONSTRUCTION PLANS 1. The following Plan Sheets have been deleted from the construction plan set: a. Sheet 88 - 8" Sanitary Sewer Relocate Plan and Profile 2. The following Plan Sheets (attached) have been revised: a. Sheet 2 - Index of Sheets b. Sheet 77 - Drop Structure Riprap Details c. Sheet 78 - Drop Structure Riprap Details d. Sheet 79 - Drop Structure Riprap Details e. Sheet 87 - Water and Sanitary Sewer Site Plan f. Sheet 89 - Overall Water Site Map g. Sheet 90 - 16" Waterline Relocate Plan and Profile h. Sheet 91 - Typical Details I i. Sheet 92 - Typical Details 11 3. The following Plan Sheets (attached) have been added to the construction plan set: a. Sheet 78A - Drop Structure Riprap Details b. Sheet 87A - Overall Sewer Site Map c. Sheet 88 - 8" Sanitary Sewer Relocate Plan and Profile Lines 1, 2, and 3 d. Sheet 92A - Typical Details I11 e. Sheet 92B - Typical Details IV Page 2 of 4 f. Sheet 92C - Typical Details V g. Sheet 92D - Typical Details VI h. Sheet 92E - Typical Details VII CONTRACT DOCUMENTS 1. Delete the following specification sections from the contract documents: a. Spec 3124 00 - Embankment: The embankment quantity has been removed. b. Spec Division - Drop Structure, Rip Rap Conc. (8 in): This was replaced with Rip Rap Conc. Class C. 2. The following specification sections (attached) have been modified: a. Spec 00 00 00 - Table of Contents: Revised Table of Contents for the Contract Documents. b. Spec 00 4100 - Bid Form: Added additional units for water and sewer. c. Spec 00 42 43 - Proposal Form: Revised the bid proposal to add and delete items and to split the bid proposal into three units. d. Spec 00 45 12 - Prequalification Statement: Provided clarification on prequalification requirements. 3. The following specification sections have been added by reference to the Contract Documents (these sections can be downloaded from the Project Buzzsaw website): a. b. c. d. e. f. Spec 33 05 22 - Steel Casing Pipe: A section of pipe was added that will require steel casing. Spec 33 1110 - Ductile Iron Pipe Spec 33 11 11- Ductile Iron Fittings Spec 33 11 12 - Polyvinyl Chloride (PVC) Pressure Pipe Spec 33 12 60 - Standard Blow Off Valve Assembly: This specification was recently developed and clarifies what items are included in the Blow Off Valve Assembly bid item. Spec 33 31 21 - Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer: This spec was added for the new 21-inch and 24-inch sanitary sewer bid items. 4. The following specification sections (attached) have been added to the Contract Documents: a. Spec 00 72 00 - General Conditions: This section was listed in the Table of Contents, but was inadvertently left out of the contract documents PDF and is being added. b. Spec Division - Drop Structure, TxDoT 432-2030 Rip Rap Conc. Class C: Class C concrete is now being used for the drop structure. INFORMATION TO BIDDERS: This Addendum No. 1 forms part of the Specifications & Contract Documents for the above -referenced project and modifies the original Specifications & Contract Documents of the same. Page 3 of 4 Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the following locations: 1. In the space provided on the signature page of the proposal. 2. Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" 3. Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal. Failure to acknowledge receipt of the Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Douglas W. Wiersig, P.E. DIRECTOR By; � Departmeit of Transportation / Public Works Company: s geALIsi � rv.�vr..t L, p By: - Rick Shaffer, P, Project Manager Page 4 of 4 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 to the Specifications &_Contract Documents for 9700 TRINITY BOULEVARD CULVERT IMPROVEMENTS CITY PROJECT NO. 00100 Bid Submittal Due Date: July 18, 2013 Addendum No. 2 Issued: July 12, 2013 The Specifications, Contract Documents and Drawings for the above -referenced project are revised and amended as follows: GENERAL CLARIFICATIONS AND CHANGES: The following questions were submitted by email. The answers to the items are provided for clarification only. 1. Question: Is there a bust in the quantity for Item 34 Concrete Rip Rap? Should the quantity be 1696 square yards instead of 3150 square yards? Answer: Addendum No. 1 modified the item number for Concrete Rip Rap from Item 34 to Item 33. Addendum No. 1 changed the units of measure for the concrete rip rap from SY to CY. This will provide the contractor a more accurate representation of concrete needed. Please refer to Addendum No 1, Proposal Form, Item 34 for the correct addendum quantities and unit of measurement. 2. Question: The gabions are shown to be backfilled with a select granular material. I see having to install drill shafts then excavate out around the drill shafts 16 ft deep to place the Gabions and then this backfill. Will this loss of skin friction on the drill shafts be a problem? Answer: The drilled shafts are designed such that there is excess capacity in the end bearing to account for digging down 16' for the gabions. 3. Question: Is Item 16 on the Bid Form a temporary pavement marking? Answer: Yes. 4. Question: There is a :fiber optic line on the north side of the proposed bridge. Does this line exist? Answer: This line has been relocated and lowered so as to not conflict with the Work. CONSTRUCTION PLANS None CONTRACT. DOCUMENTS None Page 1 of 2 INFORMATION TO BIDDERS: This Addendum No. 2 forms part of the Specifications & Contract Documents for the above -referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum N. 2 by completing the requested information at the following locations: 1. In the space provided on the signature page of the proposal. 2. Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 2" 3. Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal. Failure to acknowledge receipt of the Addendum No. 2 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT AC K NO WLEDGED By: Company: ".,L.fw >,xQ 1.. Douglas W. Wiersig, P.E. DIRECTOR Departm ntofTransportation / Public Works By: Page 2 of 2 Rick Shaffer, P. Project Manager CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 to the Specifications & Contract Documents for 9700 TRINITY BOULEVARD CULVERT IMPROVEMENTS CITY PROJECT NO. 00100 Bid Submittal Due Date: July 18, 2013 Addendum No. 3 Issued: July 15, 2013 The Specifications, Contract Documents and Drawings for the above -referenced project are revised and amended as follows: GENERAL CLARIFICATIONS AND CHANGES: The following questions were submitted by email. The answers to the items are provided for clarification only. 1. Question: Will the 24" to 40" of "Structural Backfiii" under the riprap be cohesive enough to stay in place while toe ditches are being placed? Answer: The specifications for "Structural Backfiii" are Structural Backfiii Type B as per TxDOT Item 423 "Retaining Wall" (referenced on Construction Plan Sheet 102). The contractor may propose additional construction joints, as necessary, for the engineer's approval. 2. Question: Is Bid Item #14 (5" Asphalt Base Type B) intended for the 7" Type B temporary pavement called out in the Construction Plans? Answer: Yes, Bid Item #14 incorrectly refers to a 5" Asphalt Base Type 8. The correct description should be 7" Asphalt Base Type B, as called out in the Construction Plans. Prospective bidders should bid "Bid item #14" as "7" Asphalt Base Type B". A revised bid proposal form is not being issued with this addendum. CONSTRUCTION PLANS 1. 0n Sheet No. 77, under General Notes, add "NOTE 14. STRUCTURAL BACKFILL MATERIAL SHALL BE TYPE B AS PER TXDOT ITEM 423 "RETAINING WALLS" CONTRACT DOCUMENTS 1. The following specification sections have been modified: a. Specification 00 42 43 — Proposal Form i. Delete "Bidlist Item No.14; Description: 3212.0502 5" Asphalt Base Type B; Specification Section No. 32 12 16; Unit of Measure: SY; Bid Quantity: 480" Page 1 of 2 ii. Insert new "Bidlist Item No. 14; Description: 3212.0504 7" Temporary Asphalt Base Type B; Specification Section No. 32 12 16; Unit of Measure: SY; Bid Quantity: 480" INFORMATION TO BIDDERS: This Addendum No. 3 forms part of the Specifications & Contract Documents for the above -referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 3 by completing the requested information at the following locations: 1. In the space provided on the signature page of the proposal. 2. Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 3" 3. Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal. Failure to acknowledge receipt of the Addendum No. 3 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Company: tam / -/y e Douglas W. Wiersig, P.E. DIRECTOR Department of Transportation / Public Works By: Page 2 of 2 Rick Shaffer, P.E. Project Manager CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT ADDENDUM NO. 4 to the Specifications & Contract Documents for 9700 TRINITY BOULEVARD CULVERT IMPROVEMENTS CITY PROJECT NO. 00100 New Bid Submittal Due Date: July 25, 2013 Addendum No. 4 Issued: July 18, 2013 The Specifications, Contract Documents and Drawings for the above -referenced project are revised and amended as follows: GENERAL CLARIFICATIONS AND CHANGES: 1. The bid opening date has been delayed by a week to Thursday, July 25`h.to correct an error in the Proposal Form (Specification Section 00 42 43). CONSTRUCTION PLANS 1. None CONTRACT DOCUMENTS 1. The following specification sections have been modified: a. Specification 0011 13 — Invitation to Bidders i. Revise page 1, lines 11 and 12 to say: "until 1:30 P.M. CST, Thursday, July 25, 2013, and bids will be read aloud at 2:00 P.M. CST in the Council Chambers." b. Specification 00 42 43 — Proposal Form i. There was an error in the bid spreadsheet where Bid items #66, #93, #94, #95 and #96 did not calculate correctly. The spreadsheet has been corrected so that the total bid price for those items calculates correctly. A new spreadsheet has been uploaded to BuzzSaw for contractor's use. INFORMATION TO BIDDERS: This Addendum No. 4 forms part of the Specifications & Contract Documents for the above -referenced project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 4 by completing the requested information at the following locations: Page 1 of 2 1. In the space provided on the signature page of the proposal. 2. Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 4" 3. Execute acknowledgement below and submit signed copy with your proposal at the time of bid submittal. Failure to acknowledge receipt of the Addendum No. 4 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Company: *,Gyff,i .,z, 46(.444( 1, By: Page 2 of 2 Douglas W. Wiersig, P.E. DIRECTOR Departmept of Transportation / Public Works / Rick Shaffer, P.E. Project Manager ADDENDUM 4 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of 9700 Trinity Blvd. Drainage Improvements will be received by 5 the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 until 1:30 P.M. CST, Thursday, July 25, 2013, and bids will be opened publicly and read aloud at 12 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate) following: The existing culvert and roadway 16 are proposed to be improved to include a raised roadway profile and bridge. 17 18 PREQUALIFICATION 19 The improvements included in this project must be performed by a contractor who is pre- 20 qualified by the City at the time of bid opening. The procedures for qualification and pre- 21 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 22 23 DOCUMENT EXAMINATION AND PROCUREMENTS 24 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 25 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/ and 26 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 28 suppliers. 29 30 Copies of the Bidding and Contract Documents may be purchased from Jacobs Engineering 31 Group, 777 Main Street, Fort Worth, TX 76102. 32 33 The cost of Bidding and Contract Documents is: 34 Set of Bidding and Contract Documents with full size drawings: $135.00 35 Set of Bidding and Contract Documents with half size (if available) drawings: $70.00 36 37 PREBID CONFERENCE 38 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 39 BIDDERS at the following location, date, and time: 40 DATE: July 3, 2013 41 TIME: 1:30p.m. 42 PLACE: TPW Conference Room #289 43 1000 Throckmorton St 44 Fort Worth, Texas 76102 45 LOCATION: 2"d Floor of City Hall 46 47 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 48 City reserves the right to waive irregularities and to accept or reject bids. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 ADDENDUM 4 00 11 13 - 2 INVITATION TO BIDDERS 1 INQUIRIES 2 All inquiries relative to this procurement should be addressed to the following: 3 Attn: Rick Shaffer, P.E. City of Fort Worth 4 Email: Rick.Shaffer@fortworthtexas.gov 5 Phone: (817) 392-6821 6 AND/OR 7 Attn: Burt Weathersbee, P.E., Jacobs 8 Email: Burt. Weathersbee @Jacobs.com 9 Phone: (817) 735-6000 10 11 ADVERTISEMENT DATES 12 June 13, 2013 13 June 20, 2013 14 15 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. 37 38 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 39 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 40 45 11, BIDDERS PREQUALIFICATIONS. 41 42 3.2.1. Submission of and/or questions related to prequalification should be addressed to 43 the City contact as provided in Paragraph 6.1. 44 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 infouuation about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, perfoiuiance or furnishing of the Work. 32 33 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 34 contiguous to the Site and all drawings of physical conditions relating to existing 35 surface or subsurface structures at the Site (except Underground Facilities) that 36 have been identified in the Contract Documents as containing reliable "technical 37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 38 at the Site that have been identified in the Contract Documents as containing 39 reliable "technical data." 40 41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 42 the information which the City will furnish. All additional information and data 43 which the City will supply after promulgation of the formal Contract Documents 44 shall be issued in the form of written addenda and shall become part of the Contract 45 Documents just as though such addenda were actually written into the original 46 Contract Documents. No information given by the City other than that contained in 47 the Contract Documents and officially promulgated addenda thereto, shall be 48 binding upon the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 00 21 13 -3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or infoaniation. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 42 43 44 45 46 47 48 49 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 0021 13 -5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6. Interpretations and Addenda 2 3 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 5 received after this day may not be responded to. Interpretations or clarifications 6 considered necessary by City in response to such questions will be issued by Addenda 7 delivered to all parties recorded by City as having received the Bidding Documents. 8 Only questions answered by formal written Addenda will be binding. Oral and other 9 interpretations or clarifications will be without legal effect. 10 11 Address questions to: 12 13 City of Fort Worth 14 1000 Throckmorton Street 15 Fort Worth, TX 76102 16 Attn: Rick Shaffer, P.E., City of Fort Worth Storm Water Mgmt. Division 17 Email: Rick.Shaffer@fortworthtexas.gov 18 Phone: (817)392-6821 19 20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw at 24 https://uroiectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Proiects/00100 25 %20- 26%20Trinity%20Blvd%20%289700%29%20Cu1vert%201mnrovements/Bid%20Package 27 28 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 29 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 30 Project. Bidders are encouraged to attend and participate in the conference. City will 31 transmit to all prospective Bidders of record such Addenda as City considers necessary 32 in response to questions arising at the conference. Oral statements may not be relied 33 upon and will not be binding or legally effective. 34 35 7. Bid Security 36 37 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 38 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 39 the requirements of Paragraphs 5.01 of the General Conditions. 40 41 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 42 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 43 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 44 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 45 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 46 other Bidders whom City believes to have a reasonable chance of receiving the award 47 will be retained by City until final contract execution. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 6 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Forum with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 35 or organization against whom Contractor has reasonable objection. 36 37 12. Bid Form 38 39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 40 obtained from the City. 41 42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 45 price item listed therein. In the case of optional alternatives, the words "No Bid," 46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 47 written in ink in both words and numerals, for which the Bidder proposes to do the 48 work contemplated or furnish materials required. All prices shall be written legibly. 49 In case of discrepancy between price in written words and the price in written 50 numerals, the price in written words shall govern. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 0021 13 -7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.3. Bids by corporations shall be executed in the corporate name by the president or a 2 vice-president or other corporate officer accompanied by evidence of authority to 3 sign. The corporate seal shall be affixed. The corporate address and state of 4 incorporation shall be shown below the signature. 5 6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 7 partner, whose title must appear under the signature accompanied by evidence of 8 authority to sign. The official address of the partnership shall be shown below the 9 signature. 10 11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 12 member and accompanied by evidence of authority to sign. The state of formation of 13 the firm and the official address of the firm shall be shown. 14 15 12.6. Bids by individuals shall show the Bidder's name and official address. 16 17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 18 indicated on the Bid Form. The official address of the joint venture shall be shown. 19 20 12.8. All names shall be typed or printed in ink below the signature. 21 22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 23 which shall be filled in on the Bid Form. 24 25 12.10. Postal and e-mail addresses and telephone number for communications regarding the 26 Bid shall be shown. 27 28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 29 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 30 to State Law Non Resident Bidder. 31 32 13. Submission of Bids 33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 36 marked with the City Project Number, Project title, the name and address of Bidder, and 37 accompanied by the Bid security and other required documents. If the Bid is sent through the 38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 39 with the notation "BID ENCLOSED" on the face of it. 40 41 14. Modification and Withdrawal of Bids 42 43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 44 withdrawn prior to the time set for bid opening. A request for withdrawal must be 45 made in writing by an appropriate document duly executed in the manner that a Bid 46 must be executed and delivered to the place where Bids are to be submitted at any 47 time prior to the opening of Bids. After all Bids not requested for withdrawal are 48 opened and publicly read aloud, the Bids for which a withdrawal request has been 49 properly filed may, at the option of the City, be returned unopened. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 18 and to reject the Bid of any Bidder if City believes that it would not be in the best 19 interest of the Project to make an award to that Bidder, whether because the Bid is 20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 21 meet any other pertinent standard or criteria established by City. City also reserves 22 the right to waive informalities not involving price, contract time or changes in the 23 Work with the Successful Bidder. Discrepancies between the multiplication of units 24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 25 between the indicated sum of any column of figures and the correct sum thereof will 26 be resolved in favor of the correct sum. Discrepancies between words and figures 27 will be resolved in favor of the words. 28 29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 30 among the Bidders, Bidder is an interested party to any litigation against City, 31 City or Bidder may have a claim against the other or be engaged in litigation, 32 Bidder is in arrears on any existing contract or has defaulted on a previous 33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 34 Bidder has uncompleted work which in the judgment of the City will prevent or 35 hinder the prompt completion of additional work if awarded. 36 37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 38 other persons and organizations proposed for those portions of the Work as to which 39 the identity of Subcontractors, Suppliers, and other persons and organizations must 40 be submitted as provided in the Contract Documents or upon the request of the City. 41 City also may consider the operating costs, maintenance requirements, performance 42 data and guarantees of major items of materials and equipment proposed for 43 incorporation in the Work when such data is required to be submitted prior to the 44 Notice of Award. 45 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and furnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.4. Contractor shall perform with his own organization, work of a value not less than 2 35% of the value embraced on the Contract, unless otherwise approved by the City. 3 4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 5 responsive Bidder whose evaluation by City indicates that the award will be in the 6 best interests of the City. 7 8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 12 comparable contract in the state in which the nonresident's principal place of 13 business is located. 14 15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 16 to be awarded, City will award the Contract within 90 days after the day of the Bid 17 opening unless extended in writing. No other act of City or others will constitute 18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 19 the City. 20 21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 22 23 18. Signing of Agreement 24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 26 Contractor shall sign and deliver the required number of counterparts of the Agreement to 27 City with the required Bonds, Certificates of Insurance, and all other required documentation. 28 City shall thereafter deliver one fully signed counterpart to Contractor. 29 30 31 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. htto://www.ethics.state.tx.us/forms/CIQ.Ddf http://www.ethics.state.tx.us/forms/CIS.Ddf AV CIQ Form is on file with City Secretary I-1 CIQ Form is being provided to the City Secretary L/ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: McMahon Contracting L.P. By: Shawn )4 IVTahon 3019 Roy Orr Blvd. Signature: 0 Grand Prairie, Tx 75050 Title: Manager END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 1 ADDENDUM 1 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: 9700 Trinity Blvd. Drainage Improvements Norwood To Bell Spur City Project No.: 00100 Units/Sections: Unit 1: Paving and Drainage Improvements Unit 2: Water Unit 3: Sanitary Sewer 1. Enter Into Agreement 00 41 00 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 1 ADDENDUM 1 property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification 00 41 00 BID FORM Page 2 of 3 The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water - Urban, Renewal Transmission, 16" and Smaller b. Sanitary Sewer - Urban/Renewal Interceptor Main 33" and Smaller c. Asphalt Paving d. Street Light 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 730 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 1 ADDENDUM 1 estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid #REF! 7. Bid Submittal This Bid is submitted on 7-18-2013 by the entity named below. Respectful By: (Signature) Shawn McMahon (Printed Name) Title: Manager Company: McMahon Contracting L.P. Address: 3019 Roy Orr Blvd. Grand Prairie, Tx 75050 State of Incorporation: Texas Email: will ac mcmahoncontractina.com Phone: 972-263-6907 END OF SECTION 00 41 00 BID FORM Page 3 of 3 Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: I� Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 1 ADDENDUM 4 00 42 43 BID PROPOSAL Page 1 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application IBidlist Item No. Unit 1; Pav 01 3110.0101 02 3125.0101 03 0241.0401 04 0241.0550 05 10241.0800 06 10241.1100 07 10241.0900 08 10241.3015 09 10241.4201 10 13471.0001 11 10241.1000 12 10241.1300 13 13441.3502 14 13212.0504 - 15 - 0241.1100 16 13217.0008 17 3217.4301 18 [3292.0400 19 9999.0000 20 3212.0303 21 3212.0504 _ 22 3211.0501 23 3211.0400 24 3123.0101 25 19999.0000 26 13213.0401 27 3216.0101 28 3216.0102 29 9999.0000 30 9999.0000 31 9999.0000 32 3441.3302 33 9999.0000 34 3137.0105 35 3349.7001 36 9999.0000 37 9999.0000 38 9999.0000 ___ 399999.0000 ___40_ 9999.0000 41 9999.0000 42 9999.0000 43 9999.0000 _ 44 9999.0000 45 9999.0000 46 9999.0000 47 9999.0000 48 9999.0000 49 9999.0000 50 9999.0000 51 9999.0000 52 9999.0000 53 9999.0000 54 3217.0001 55 3217.0002 56 3217.0003 57 3217.2102 58 3217.2103 59 9999.0000 Project Item Information Description Ing and Drainage Improvements Site Clearing SWPPP >_ 1 acre Remove Concrete Drive Remove Guardrail Remove Rip Rap Remove Asphalt Pvmt Remove Misc Conc Structure Remove 24" Storm Line Remove 4' Drop Inlet Traffic Control Remove Conc Pvmt Remove Conc Curb&Gutter Relocate Street Light Pole 7" Temporary Asphalt Base Type B Remove Asphalt Pvmt 4" SLD Pvmt Marking Tape (Y) Remove 4" Pvmt Marking Seeding, Hydromulch Median - Install 3" Asphalt Pvmt Type D 7" Asphalt Base Type B 6" Lime Treatment Lime Unclassified Excavation Borrow 6" Concrete Driveway 6" Conc Curb and Gutter 7" Conc Curb and Gutter Metal Beam Guard Fence Single Guardrail End Treatment Metal Beam Guard Fence Transition (Thrie-Beam) Rdwy Ilium Foundation TY 3,5,6, and 8 Riprap (Conc)(CL C) Medium Stone Riprap, grouted 4' Drop Inlet Articulating Blocks CL F Conc (CIP Drop Structure) CL C Conc (Wingwalls) Remove STR (Wingwalls) Temporary SPL Shoring Drill Shaft (24 IN) CL C Conc (Abut) CL C Conc (Bent) CL C Conc (Rail Foundation) CL S (Appr Slab) CL S Conc (Bridge Sdwlk) CL S Conc (CIP Slab Span) Conc Surf Treat (Class II) STR STL (Misc) Rail (TY T223) Rail (TY C223) Gabions (PVC & GALV) Gabion Mattresses (GALV)(18 IN) 4" SLD Pvmt Marking HAS (W) 4" SLD Pvmt Marking HAS (Y) 4" BRK Pvmt Marking HAS (W) REFL Raised Marker TY I-C REFL Raised Marker TY II -A -A Field Order Allowance CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bidder's Proposal Specification Section No. Unit of Bid Unit Price Measure Quantity 31 10 00 31 25 00 102 41 13 102 41 13 102 41 13 102 41 15 02 41 13 02 41 14 102 41 14 134 71 13 I024115 02 41 15 134 41 20 132 12 16 102 41 15 132 17 23 32 17 23 32 92 13 32 13 13 32 12 16 32 12 16 32 11 29 32 11 29 31 23 16 31 23 23 32 13 20 32 16 13 32 16 13 TxDot540 TxDot 544 TxDot 540 34 41 20 TxDot 432 31 37 00 33 49 20 00 00 00 TxDot 420 TxDot 420 00 00 00 TxDot 403 TxDot 416 TxDot 420 TxDot 420 TxDot 420 TxDot 420 TxDot420 TxDot 420 TxDot428 TxDot 442 TxDot 450 TxDot 450 TxDot 459 TxDot 459 32 17 23 32 17 23 32 17 23 32 17 23 32 17 23 390002 LF EA �_.. SY SY LF LF 4130 SY 10550 SY 5901 SY 57051 SY - 5915 SY 6125 1 TN 114 Bid Value LS 1 $280,514.08 $280,514.08 LS 1 $22,798.53 $22,798.53 SF 22151 $1.171 $2,591.55 LF 235 $3.531 $829.55 SF 2700 $1.15 $3,105.00 SY 6450 $7.52 $48,504.00 LS 1 $8,822.351 $8,822.35 EA $613.18 LF 12 MO 24� $3,954.54 $94,908.96 SY 7601 $8.511 $6,467.60 760 $2.431 $1,846.80 1F $4,465_00 $4,465.00 480 $42.556 $20,428.80 480 $7.52 $3,609.60 4130$2.33 $9,622,90 $1.00 $4,130.00 $2.54 $26,797.001 $50.26 $29,653.40 $15.86 $90,481.30 $31.90 $188,688.50 $3.51 $21,498.75 $156.28 $17,815.92 CY 21250 $19.81 $420,962.50 CY 6100 $26.50 $161,650.00 SF 1800 $10.48� $18,864.00 LF 7601 $16.361 $12,433.60 LF 2751 $17.571 $4,831.75 LF 340 $19.39 $6,592.60 EA 4 $2,232.50 $8,930.00 EA 4 $1.410.00 $5,640.00 EA 1 4,465.00 $4,465.00 330,574.72 SY1 220 $ $152.75 CY 653 $506.24 $$33,605.00 EA 1 $3,495.63 $3,495.63 SY 2300 $63.45 $145,935.00 CY 39 $369.68. $14,417.52 EA 2 $5,809.65 $11,619.30 EA 2 $644.491 $1,288.98 SF 1100 $19.98 $21,978.00 LF 560 $131.30$73,528.00 CY 28 $1,615.24� $45,226.72 CY 1 47 $2,179.731 $102,447.31 CY 4 $950.181 $3,800.72 ------------ CY 100 .___.._._ $387.61 $38,761.00 CY 20 $394. CY74 $7,894.80 _ CY 260 $817.811 $212,630.60 SY 720 $5.101 $3,672.001 LB 160 $21.42..._.__._..._$3,427.20 LF 92 $92.61 $8,520.12 LF 1201 $123.591 $14,830.80 CY 840 $246.751 $207,270.00 CY27 $129.25 $3,489.75 LF 2050 $1.06 $2,173.00 LF - - 2150 $1.06 $2,279.00 LF 600 $1.061 $636.00 EA 60 $14.39$863.40 EA 25 $3.53 $88.25 I PreBid j 11 $210,000.001 $210,000.00 00 4100_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook Addendum 4 ADDENDUM 4 00 42 43 BID PROPOSAL Page 2 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidlist Item No. Description I, Unit 2; Water 60 0241.1016 Remove 16" Water Line 61 9999.0000 16" Water Pipe, Select Backfill 62 9999.0000 16" Water Pipe, CSS Backfill 63 3311.0051 4" DIP Water 64 3311.0152 6" DIP Water, CSS Backfill 65 3312 3002 6" Gate Valve • 66 3312.0106 Connection to Existing 16" Water Main 67 3312.1002 2" Water Air Release Valve & Vault 68 3312.3006 16" Gate Valve w/ Vault 69 13312:6002 6" Blow Off Valve Unit of Bid Specification Section No. Measure Quantity Bidder's Proposal Unit Price Bid Value 02 41 14J. $ $11.80 LF 2481- 33 11 13 LF 125 2,926.40 208.04 $26,005.00 33 11 10 LF 1 148 254.471 $37,661.56 ..LF 40 $82.51 $3,300.40 _ 133 1113 33 12 25 331110 33 12 20 EA EA LF 25 1 $1,073.45 _ $1,073.45 $143.60 $3,590.00 2 $2,504.951 $5,009.90 33 12 30 EA 1 $9,361.37 $9,361.37 33 12 20 EA 2 14,350.88 $28,701.76 33 12 60 EA 1 8,715.07 $8,715.07 70 13311.0021 C303 Fittings 331113 LS 1 8,333.17 $8.333.17 71 J9999.0000 Ductile Iron Fittings 33 11 11 LS 1 9,223.231 $9,223.23 72 19999.0000 16" Water Pipe Closure Piece 00 00 00 EA 2 4,247.071, $8,494.14 73 13305.0109 Trench Safety 33 05 10 LF 338 22.29 _ $7,534.02 Unit 3; Sanitary Sewer 1 74 0241.2013 Remove 8" Sewer Line 02 41 14 02 41 14 LF LF 454 3501, 12.37 $5,615.98 76 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 1 555.09 14.70 $5 145.0p 75 0241.2020 Remove 21" Sewer Line $555.09 77 3305.0109 Trench Safety 33 05 10 LF 546 21.36 $11,662.56 78 3301.0001 Pre -CCTV Inspection 33 01 31 LF 350 4.52 _ $1,582.00 611 3.78 $2,309.58 80 3301.0101 Manhole Vacuum Testing 33 01 30 EA 3 724.51 $2,173.53 79 3301.0002 Post -CCTV Inspection 33 01 31 LF 81 3305.1002 16" Casing By Open Cut 33 05 22 LF 1201 125.471 $15,056.40 1._ 84 3331.4327 24" PVC ASTM F1803 Sewer Pipe 33 31 21 LF 157 20 83 3331.4314 21" PVC ASTM F1803 Sewer Pipe 33 31 21 LF 90 142.89 $12,860.10 305.71 $6,114.20 82 3305.1005 30" Casing By Open Cut 33 05 22 LF 112.92 $17,728.44 85 3331.5307 8" PVC Sewer Pipe, 8' to 10' (Misc Only) 33 31 20 LF 140 45.49 $6 368.60 86 3331.5310 8" PVC Sewer Pipe, 10' to 12' (Misc Only) 33 31 20 LF 40 64.23 $2,569.20 88 3331.5316 8" PVC Sewer Pipe, 14' to 16' (Misc Only)33 31 20 121 33 31 20 LF LF 52 169.86 $2,038.32 64.82_ $3,370.64 87 3331.5313 8" PVC Sewer Pipe, 12' to 14' (Misc Only) 89 13339.0001 Epoxy Manhole Liner 33 39 60 VF 47l 88.131 $4,142.11 90 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 1 3,390.62 $3,390.62 91 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 1 3,052.75 $3,052.75 92 13339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 9 209.24 $1,883.16 93 3339.1101 5' Manhole 33 39 10, 33 39 20 EA 1 3.877.221 $3,877.22 94 9999.0000 Connect 24" PVC Sewer Pipe to Exist Manhole 00 00 00 EA 1 1,366.26 $1,366.26 95 19999.0000 4' Extra Depth Drop Manhole 00 00 00 VF 4 326.79 $1,307.16 96 9999.0000 5' Extra Depth Drop Manhole 00 00 00 I, VF 10 265.97 $2,659.70 97 13303.0001 Bypass Pumping 133 03 10 LS 1 17,448.75 $17,448.75 98 3305.0112 Concrete Collar 133 05 17 t EA 1 1,336.88 $1,336.88 99 9999.0000 8" PVC Sewer Pipe, (Restrained Joints) Inside 16" Casing 100 00 00 LF 120 81.36 $9,763.20 Bid Summary 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Total Bid] $3,342,519.36] END OF SECTION 004! 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 4 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 1 "hat we, (Bidder Name Company Name Here einafter called the Principal, and (Surety Nal Surety Name Here a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Spell Out Numbers Here and No/100 Dollars ($ Numerals Here .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as 9700 Trinity Blvd. Drainage Improvements Norwood To Bell Spur NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this By: Company Name Here *By: Surety Name Here day of , 2013. (Signature and Title of Principal) (Signature of Attorney -of -Fact) *Attach Power of Attorney (Surety) for Attorney -in -Fact END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Impressed Surety Seal Only 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank; , our principal place of business, are not required to underbnresident bidders. L/B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: McMahon Contracting L.P. By: Shawn McMahon 3019 Roy Orr Blvd. 0 Grand Prairie, Tx 75050 END OF SECTION Title: Manager Date: 1" (Signature) g/20 /_3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_ Addendum 1 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxnermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 4 5 6 7 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 ADDENDUM 1 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Water - Urban, Renewal Transmission, 16" and Smaller Sanitary Sewer - Urban/Renewal Interceptor Main 33" and Smaller Asphalt Paving Street Light Contractor/Subcontractor Company Name (611 raj;vy 1. / Z • E key y/o /15 .744 /74. 61v6 ric, G fps l/ DGA vet yec- iabri'eN5' Prequalification Expiration Date /-3/-„U/;1 /-3/- 2O/ - i.3- /c7 -/- The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McMahon Contracting L.P. 3019 Roy Orr Blvd. 0 Grand Prairie, Tx 75050 END OF SECTION Title: Manager Date: 7 /g/C7 / _� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook_Addendum 1 FORT WORTH '---""4111.1111r..".---- SECTION 00 4513 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Name under which you wish to qualify Individual Limited Partnership General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) ( ) Telephone City State Zip Code ( ) Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR nDoes not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less _ Augur Boring - Greater than 24-inch diameter casing and greater _ Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater _ Tunneling — 66" and greater, 350 LF or Less _ Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller _ Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller _ Water Distribution, Urban and Renewal, 12-inch diameter and smaller _ Water Transmission, Development, 24-inches and smaller _ Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller _ Water Transmission, Urban/Renewal, 42-inches and smaller _ Water Transmission, Development, All Sizes _ Water Transmission, Urban/Renewal, All Sizes _ Sewer Bypass Pumping, 18-inches and smaller _ Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger _ CCTV, 8-inches and smaller _ CCTV, 12-inches and smaller _ CCTV, 18-inches and smaller _ CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller _ Sewer CIPP, 24-inches and smaller _ Sewer CIPP, 42-inches and smaller _ Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller _ Sewer Collection System, Urban/Renewal, 8-inches and smaller _ Sewer Collection System, Development, 12-inches and smaller _ Sewer Collection System, Urban/Renewal, 12-inches and smaller _ Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller _ Sewer Interceptors, Development, 42-inches and smaller _ Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller _ Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes _ Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes _ Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller _ Sewer Siphons 12-inches or less _ Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works _ Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards) _ Asphalt Paving Construction/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 Construction/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 December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFbR *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) Individuals authorized to sign for Partnership Except for limited partners, the individuals Listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 QUANTITY Various - ITEM DESCRIPTION TOTAL BALANCE SHEET VALUE 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 December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. . being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 00100. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 12 1 kMD,VCiki �� OLV0q.P By: J Nl 1U\0O11 14 13 Company �/� (may 15 (Ii 1\C)0. V. \ 1� ,i \�� Signa 16 Address 0 18 (��1 �1• �-�.Y� 1 1 � D SD c_ _ 18 C(l��l� Title: 19 City/State/Zip (P1e. Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 B FORE ME, the undersigned authority, on this day personally appeared 27 fYJ11 a\L k.Inra11 , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of i\[ (1\G.11CX1 CbatCC t ('G , (4) for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 33 (r fi1)1o_Q � , 2013 34 35 36 37 IMOZ/O' . $aJIdx3' .,. , 1V�tary Public k.an'd for the.State of Texas sexel 38 39 40 i END OF SECTION JENNIFER M CLARK Notary Public State of Texas Comm. Expires 10/24/201 S CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 St day of ce,„1 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 004540-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 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 full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 20% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 005243-1 Agreement Page 1 of 4 1 2 G..12EEMENT 3 THIS AGREEMENT, authorized on 18 made by and between the City of Fort 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Mc Mahon Contracting, L.P. 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK SECTION 00 52 43 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 9700 Trinity Boulevard Drainage Improvements 17 City ProiectNumber- 00100 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 730 days after the date when the 24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City Eight Hundred and forty Dollars ($840) for each day that expires after the time 34 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 35 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 4 ($ 3, 342, 519.36 1. 5 Article 5. CONTRACT DOCUMENTS 6 5.1 CONTENTS: 005243-2 Agreement Page 2 of 4 1 Article 4. CONTRACT PRICE 2 City agrees to pay Contractor for performance of the Work in accordance with the Contract 3 Documents an amount in current funds of Three million, three hundred forty two thousand, five hundred Dollars nineteen dollars and thrity six cents 7 A. The Contract Documents which comprise the entire agreement between City and 8 Contractor concerning the Work consist of the following: 9 1. This Agreement. 10 2. Attachments to this Agreement: 11 a. Bid Form 12 1) Proposal Form 13 2) Vendor Compliance to State Law Non -Resident Bidder 14 3) Prequalification Statement 15 4) State and Federal documents (project specific) 16 b. Current Prevailing Wage Rate Table 17 c. Insurance ACORD Form(s) 18 d. Payment Bond 19 e. Performance Bond 20 f. Maintenance Bond 21 g. Power of Attorney for the Bonds 22 h. Worker's Compensation Affidavit 23 i. MWBE Commitment Form 24 3. General Conditions. 25 4. Supplementary Conditions. 26 5. Specifications specifically made a part of the Contract Documents by attachment 27 or, if not attached, as incorporated by reference and described in the Table of 28 Contents of the Project's Contract Documents. 29 6. Drawings. 30 7. Addenda. 31 8. Documentation submitted by Contractor prior to Notice of Award. 32 9. The following which may be delivered or issued after the Effective Date of the 33 Agreement and, if issued, become an incorporated part of the Contract Documents: 34 a. Notice to Proceed. 35 b. Field Orders. 36 c. Change Orders. 37 d. Letter of Final Acceptance. 38 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage hnprovements City Project No. 00100 005243-3 Agreement Page 3 of 4 1 Article 6. INDEMNIFICATION 2 1.2 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 3 expense, the city, its officers, servants and employees, from and against any and all 4 claims arising out of, or alleged to arise out of, the work and services to be performed 5 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 6 under this contract. This indemnification provision is specifically intended to overate 7 and be effective even if it is alleged or proven that all or some of the damages being 8 sought were caused, in whole or in part, bv anv act, omission or negligence of the city. 9 This indemnity provision is intended to include, without limitation, indemnity for 10 costs, expenses and legal fees incurred by the city in defending against such claims and 11 causes of actions. 12 13 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 14 the city, its officers, servants and employees, from and against any and all loss, damage 15 or destruction of property of the city, arising out of, or alleged to arise out of, the work 16 and services to be performed by the contractor, its officers, agents, employees, 17 subcontractors, licensees or invitees under this contract. This indemnification 18 provision is specifically intended to operate and be effective even if it is alleged or 19 proven that all or some of the damages being sought were caused, in whole or in part, 20 bv anv act, omission or negligence of the city. 21 22 Article 7. MISCELLANEOUS 23 7.1 Terms. 24 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 25 have the meanings indicated in the General Conditions. 26 7.2 Assignment of Contract. 27 This Agreement, including all of the Contract Documents may not be assigned by the 28 Contractor without the advanced express written consent of the City. 29 7.3 Successors and Assigns. 30 City and Contractor each binds itself, its partners, successors, assigns and legal 31 representatives to the other party hereto, in respect to all covenants, agreements and 32 obligations contained in the Contract Documents. 33 7.4 Severability. 34 Any provision or part of the Contract Documents held to be unconstitutional, void or 35 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 36 remaining provisions shall continue to be valid and binding upon CITY and 37 CONTRACTOR. 38 7.5 Governing Law and Venue. 39 This Agreement, including all of the Contract Documents is performable in the State of 40 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 41 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00/00 005243-4 Agreement Page 4 of 4 1 7.6 Other Provisions. 2 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 3 classified, promulgated and set out by the City, a copy of which is attached hereto and 4 made a part hereof the same as if it were copied verbatim herein. 5 7.7 Authority to Sign. 6 Contractor shall attach evidence of authority to sign Agreement, if other than duly 7 authorized signatory of the Contractor. 8 9 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 10 counterparts. 11 12 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 13 14 15 16 17 18 19 20 21 22 23 24 Contractor: m rn�S�G.�t�t1� t �J Li P. (Signature) (Printed Name) Title: \ i 1citac— Address: City/State/Zip. io\1\\ Date' Pti ie-TC1 S OFFICIAL RECORD .� CITY SECRETARY CITY OF F�! RT 1 : (MORT% TX City of Fort Worth Fernando Costa Assistant City Manager ouglas . Black Assistant City Attorney VAL RECOMMENDED: l_ ! GJ, CJ Dougla)W. Wiersig, P.E. DIRECTOR, Transportation and Public Wor STANDA ii.-- °' ` ION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Itnprorements City Project No. 00100 Bond No. 09115477 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 006113-1 PERFORMANCE BOND Page 1 of 2 SECTION 00 61 13 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: Mc Mahon Contracting L.P. 8 That we, , known as Colonial American Casualty and Surety Company and 9 "Principal" herein and Fidelity and Deposit Company of Maryland corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal Three million, three hundred forty two thousand, five hundred nineteen dollars and thrit 13 sum Of, six cents Dollars 14 ($ 3, 342, 519.36 1, lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the day of , 20, which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided forin said Contract designated as 9700 Trinity Blvd. Drainage Improvements, 23 City Project No. 00100 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 2 6th day of 6 September .2013. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 EST: M.v rincipal) eitary r,e),L c'IY")0Akiq\O Witness as to Principal :V itn se s as to Surety PRINCIPAL: McMahon Contracting, L.P. %)0Ji)t.:)cr)c4-)D.3 Rkiloosaco Name and Title Address: 3019 Roy Orr Blvd. Grand Prairie. TX 75050 SURETY: Colonial American Casualty and Surety Company and Fidelity and Deposit Company of Maryland BY: 271 �--i/ Signature Robbi Morales, Attornev—in—fact Name and Title Address: 2 711 N. Dallas, Telephone Number: Haskell Ave., Suite 800 TX 75204 214/989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 Bond No. 09115477 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 006114-1 PAYMENT BOND Page 1 of 2 SECTION 00 6114 PAYMENT BOND KNOW ALL BY THESE PRESENTS: 8 That we, McMahon Contracting L.P. known as pol.olnital And :Cta tlaltern o fa can and 9 "Principal" herein, and i e i y an eposi omp a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Three million, three hundred forty two thousand, five hundred nineteen dollars and thrity six 13 in the penal sum of cents Dollars 14 ($ 3, 342, 519.36 1, lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 dayof SEP X 7 2013 , 20 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as 9700 Trinity Blvd. Drainage Improvements, City Project No. 23 00100. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 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 26th day of 3 September 20 13 4 ATTEST: BY: �� 1O&IKS\NO Witness as to Principal PRINCIPAL: McMahon Contracting, L.P. ature 52f\t‘i,,Thr. t'INO WA0 Name and Title Address: 3019 Rov Orr Blvd. Grand Prairie, TX 75050 SURETY: Colonial American Casualty and Surety Company and Fidelity and Deposit Company of Maryland ATTEST: BYE Signature 'VV)ii.Jr ' Q YVY�/�w Robbi Morales, Attorney —in —fact (Surety) Secret Name and Title I 1c44Nalli i Witness as Surety t Address: 2711 N. Haskell Ave., Suite 800 Dallas, TX 75204 Telephone Number: 214/989-0000 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage 1,nproventents City Project No. 00100 Bond No. 09115477 1 2 SECTION 00 61 19 MAINTENANCE BOND 006119-1 MAINTENANCE BOND Page 1 of 3 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McMahon Contracting, L.P. , known as Colonial American Casualty and Surety Company and 9 "Principal" herein andFidelitv and Deposit Company of Mary1 am4 corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Three million, three hundred forty two thousand, five hundred nineteen dollars and 13 in the sum of flinty six cents Dollars 14 ($ 3, 342, 519.36 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the day of E P 1 7 2 0 1 , 20, which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as 9700 Trinity Blvd. Drainage 25 Improvements, City Project No. 00100 and 26 27 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 therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 006119-2 MAINTENANCE BOND Page 2 of 3 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage /mpravements City Project No. 00100 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 26th day of September 3 ,20 13 . 4 5 6 7 8 9 10 11 ATTEST: 12 13 \46: 14 rincipal) tary 15 16 17 19 U' Yll Cl•;•/O 18 20 21 22 23 24 25 26 27 28 29 AIIEST: 30 31 Witness as to Principal 32 (surety) ecrret 34 IN\��� () A 33 35 wi tss as to Suret 1 36 37 *Note: 38 39 40 41 ,„) PRINCIPAL: McMahon Contracting, L.P. Signature Me-mo cIA'),A0Ct_ar Name and Title Address:3019 Roy Orr Blvd. Grand Prairie, TX 75050 SURETY: Colonial American Casualty and Surety Company and Fidelity and Deposit Company of Maryland BYi,Fli�c ✓ 7?/lc�,C��/ Signature Rnhbi Morales, Attorney —in —fact Name and Title Address: 2711 N. Haskell Ave., Suite 800 Dallas, TX 75204 Telephone Number: 214 / 9 8 9--0000 If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by JAMES M. CARROLL, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Jerry P. ROSE, Don E. CORNELL, Robbi MORALES, Lisa M. BONNOT, Ricardo J. REYNA and V. Delene MARSHALL, all of Dallas, Texas, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, EXCEPT bonds on behalf of Independent Executors, Community Survivors and Community Guardians. and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Artiele'V. Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURE' COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 1 lth day of January, A.D. 2013. S E 7 I 7 L i; i . B ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND Assistant Secretary Eric D. Barnes James M. Carroll Vice President ipPosit tn� !09 ems. loge 'a$ State of Maryland City of Baltimore On this llth day of January, A.D. 2013, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, JAMES M. CARROLL, Vice President, and ERIC D. BARNES, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Constance A. Dunn, Notary Public My Commission Expires: July 14, 2015 0 POA-F 168-0589 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Attornevs-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this26thday of September , 20 13 . Geoffrey Delisio, Vice President Fidelity and Deposit Companies Home Office: 1400 American Lane Schaumburg, IL 60196 IMPORTANT NOTICE To obtain infoiivation or make a complaint: You may call the Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, and/or Zurich American Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-654-5155 You may contact the Texas Department of Insurance to obtain infouuation on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning the premium or about a claim, you should first contact Fidelity and Deposit Company of Maryland or Colonial American Casualty and Surety Company. 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. S8543f(TX) (08/0I ) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Teilmis 1 1.02 Telininology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCI1ON SPECIFICATION DOCUMENTS Revision: December21, 2012 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Determinations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Decem(er21, 2012 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - Change of Contract Price; Change of Contract Time 46 12.01 Change of Contract Price 46 12.02 Change of Contract Time 47 12.03 Delays 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 13.01 Notice of Defects 48 13.02 Access to Work 48 13.03 Tests and Inspections 48 13.04 Uncovering Work 49 13.05 City May Stop the Work 49 13.06 Correction or Removal of Defective Work 50 13.07 Correction Period 50 13.08 Acceptance of Defective Work 51 13.09 City May Correct Defective Work 51 Article 14 - 14.01 14.02 Payments to Contractor and Completion Schedule of Values Progress Payments 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims 52 52 52 54 55 55 55 56 56 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be perfoiiiled. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Foiin 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 Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perfoiili specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUC 11ON SPECIFICATION DOCUMENTS Revision: December 21, 2012 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Depailinent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drmvings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas perfoiming professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-I GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision. December21, 2012 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCIION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCIION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-I GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Decembeer21, 2012 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long teiiii compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in perfouiling the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Deering Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 13 of63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confiuu such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-I GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 00 72 00-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terns, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor 's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perfolni Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 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 peiuiitted, 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 Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December 21, 2012 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemn and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December 21, 2012 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such infoiuiation does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing peinianent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the peiniit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Peiniits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 00 72 00 -1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. htto://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemn and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 00 72 00- 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall infoiin City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCI'ION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for confolnuance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCI'1ON SPECIFICATION DOCUMENTS Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 33 of63 2. normal wear and tear under normal usage. C. Contractor's obligation to perfoltn 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 fmal payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE. F,VF,N IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEINGS _ OUGHT 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 Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with perfoiurance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December 21, 2012 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the perfoiniance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 38 of63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 00 72 00 - 1 GENERAL CONDITIONS Page 39 of63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for peinlanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the teuus of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCI ION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work perfoil led by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the perfoilnance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g• Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCIION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-I GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (1DLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December 21, 2012 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the teiins of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and deteinlination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21,2012 00 72 00-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 —PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City' s interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 53 of63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's perfounance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 00 72 00 -1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December 21, 2012 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If fmal completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's fmal Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21,2012 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be deteuliined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCI ION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perfouu the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December 21, 2012 00 72 00 -1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any terrrlination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such terrrlination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of terrrlination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of terrrlination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts deteiriiined. 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 fmal and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become fmal 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 Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—1VIISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: December21, 2012 1 2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 5 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.O1A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 May 13, 2013: 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1 Bell Helicopter Industrial Park 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2, "Availability of Lands" 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 Utilities or obstructions to be removed, adjusted, and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 4 as of May 13, 2013: 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT "None" 6 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A., "Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 A Geotechnical Engineering Report No. 95095055, dated November 4, 209, prepared by Terracon 14 Consultants, Inc., a sub -consultant of Jacobs Engineering, a consultant of the City, providing additional 15 information on for the proposed bridge and pavement replacement in Fort Worth, Texas. The report 16 presents the findings of the subsurface exploration and geotechnical recommendations regarding the 17 design and construction of bridge foundations. 18 19 The following are drawings of physical conditions in or relating to existing surface and subsurface 20 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 21 "None" 22 23 SC-4.06A., "Hazardous Environmental Conditions at Site" 24 25 The following are reports and drawings of existing hazardous environmental conditions known to the City: 26 "None" 27 28 SC-5.03A., "Certificates of Insurance" 29 30 The entities listed below are "additional insureds as their interest may appear" including their respective 31 officers, directors, agents and employees. 32 33 (1) City 34 (2) Consultant: Jacobs Engineering 35 (3) Other: "None" 36 37 SC-5.04A., "Contractor's Insurance" 38 39 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 40 coverages for not less than the following amounts or greater where required by laws and regulations: 41 42 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 43 44 Statutory limits 45 Employer's liability 46 $100,000 each accident/occurrence 47 $100,000 Disease - each employee 48 $500,000 Disease - policy limit 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 SC-5.04B., "Contractor's Insurance" 2 3 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 4 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 5 minimum limits of: 6 7 $1,000,000 each occurrence 8 $2,000,000 aggregate limit 9 10 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 11 General Aggregate Limits apply separately to each job site. 12 13 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 15 16 SC 5.04C., "Contractor's Insurance" 17 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 18 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 19 20 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 21 defined as autos owned, hired and non -owned. 22 23 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 24 least: 25 26 $250,000 Bodily Injury per person / 27 $500,000 Bodily Injury per accident/ 28 $100,000 Property Damage 29 30 SC-5.04D., "Contractor's Insurance" 31 32 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 33 material deliveries to cross railroad properties and tracks "None ". 34 35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 36 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 37 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 38 Entry Agreement" with the particular railroad company or companies involved, and to this end the 39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 40 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 41 to the Contractor's use of private and/or construction access roads crossing said railroad company's 42 properties. 43 44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 45 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 47 occupy, or touch railroad property: 48 49 (1) General Aggregate: $None 50 51 (2) Each Occurrence: $None 52 53 Required for this Contract X Not required for this Contract 54 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 With respect to the above outlined insurance requirements, the following shall govern: 2 3 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 4 the name of the railroad company. However, if more than one grade separation or at -grade 5 crossing is affected by the Project at entirely separate locations on the line or lines of the same 6 railroad company, separate coverage may be required, each in the amount stated above. 7 8 2. Where more than one railroad company is operating on the same right-of-way or where several 9 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 10 may be required to provide separate insurance policies in the name of each railroad company. 11 12 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 13 railroad company's right-of-way at a location entirely separate from the grade separation or at- 14 grade crossing, insurance coverage for this work must be included in the policy covering the grade 15 separation. 16 17 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 18 way, all such other work may be covered in a single policy for that railroad, even though the work 19 may be at two or more separate locations. 20 21 No work or activities on a railroad company's property to be performed by the Contractor shall be 22 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 23 for each railroad company named, as required above. All such insurance must be approved by the City and 24 each affected Railroad Company prior to the Contractor's beginning work. 25 26 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 27 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 28 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 29 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 30 railroad company operating over tracks involved in the Project. 31 32 SC-6.04., "Project Schedule" 33 34 Project schedule shall be tier 3 for the project. 35 36 SC-6.07., "Wage Rates" 37 38 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 39 Appendixes: 40 <Heavy and Highway Construction Prevailing Wage Rate 2008> 41 <Buzzsaw location, Resources/02-Construction Documents/Construction Specification Book/O5-General 42 and Special Condtions/05.9-Wage Rate M&C 7-8-08.pdf> 43 44 SC-6.09., "Permits and Utilities" 45 46 SC-6.O9A., "Contractor obtained permits and licenses" 47 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 48 49 1. Traffic Control Permit 50 51 SC-6.09B. "City obtained permits and licenses" 52 The following are known permits and/or licenses required by the Contract to be acquired by the City: 53 54 2. Floodplain Development Permit 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 007300-5 SUPPLEMENTARY CONDITIONS Page5of5 1 SC-6.09C. "Outstanding permits and licenses" 2 3 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 28, 4 2013. 5 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION USACE USACE USACE Nationwide Permit (NWP) 14 USACE Letter of Permission (LOP) 2 7 8 9 SC-7.02., "Coordination" 10 11 The individuals or entities listed below have contracts with the City for the performance of other work at 12 the Site: 13 <Populate the table below with the required information. If none then write "None"> Vendor Scope of Work Coordination Authority "None" "None" "None" 14 15 16 SC-8.01, "Communications to Contractor" 17 18 "None" 19 20 SC-9.01., "City's Project Representative" 21 22 The following firm is a consultant to the City responsible for construction management of this Project: 23 24 "None" 25 26 SC-13.03C., "Tests and Inspections" 27 28 "None" 29 30 SC-16.01C.1, "Methods and Procedures" 31 32 "None" 33 34 35 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 9700 Trinity Blvd. Drainage bnprovenzents City Project No. 00100 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 01 11 00 - 1 SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 0125 00 SUBSTITUTION PROCEDURES 012500-I SUBSTITUTION PROCEDURES Page 1 of 4 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 DATE NAME END OF SECTION Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0131 19 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 9700 Trinity Blvd. Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00100 Revised August 17, 2012 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 6 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 33 00 - 2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 t/a inches x l l inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 33 00 - 5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION DATE NAME 12/20/2012 D. Johnson Revision Log SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 8 SUBMITTALS Page 8 of 8 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1 The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE 8/31/2012 NAME D. Johnson Revision Log SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 IQIICEQF CONSIROCTIQI 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 Bate: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 45 23 -2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 C' 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 DATE NAME 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART 1 - GENERAL 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH 9700 Trinity Blvd. Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00100 Revised July I, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 l 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 71 23 -3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 DATE Revision Log NAME SUMMARY OF CHANGE 8/31/2012 1 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 74 23 - 1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SUMMARY OF CHANGE 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART1- GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 ih inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 6 C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION DATE 8/31/2012 NAME D. Johnson Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Ca11 attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312316-1 UNCLASSIFIED EXCAVATION Page 1 of 4 1 SECTION 31 23 16 2 UNCLASSIFIED EXCAVATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation evolving the excavation of on -site materials. 14 B. Deviations from this City of Fort Worth Standard Specification 15 1 None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 3. Section 31 24 00 — Embankments 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the cubic yard in its final position using 24 the average end area method. Limits of measurement is shown on the Drawings 25 b. When measured by the cubic yard in its final position, this is a plans quantity 26 measurement Item. The quantity to be paid is the quantity shown in the 27 proposal, unless modified by Article 11.04 of the General Conditions. 28 Additional measurements or calculations will be made if adjustments of 29 quantities are required. 30 2. Payment 31 a. The work performed and materials furnished in accordance with this Item and 32 measured as provided under "Measurement" will be paid for at the unit price 33 bid per cubic yard of "Unclassified Excavation". No additional compensation 34 will be allowed for rock or shrinkage or swell factors as these are the 35 Contractor's responsibility. 36 3. The price bid shall include: 37 a. Excavation 38 b. Excavation Safety 39 c. Drying 40 d. Dust Control 41 e. Reworking or replacing the over excavated material in rock cuts 42 f. Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 4 1 g. Disposal of excess material not used elsewhere onsite 2 h. Scarification 3 i. Clean-up 4 1.3 REFERENCES [NOT USED] 5 A. Definitions 6 1. Unclassified Excavation — Without regard to materials, all excavations shall be 7 considered unclassified and shall include all materials excavated. Any reference to 8 Rock or other materials on the Drawings or in the specifications is solely for the 9 City and the Contractor's information and is not to be taken as a classification of 10 the excavation. 11 1.4 ADMINSTRATIVE REQUIREMENTS 12 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 13 01. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Excavation Safety 20 1. The Contractor shall be solely responsible for making all excavations in a safe 21 manner. 22 2. All excavation and related sheeting and bracing shall comply with the requirements 23 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 24 1.10 DELIVERY, STORAGE, AND HANDLING 25 A. Storage 26 1. Within Existing Rights -of -Way (ROW) 27 a. Soil may be stored within existing ROW, easements or temporary construction 28 easements, unless specifically disallowed in the Contract Documents. 29 b. Do not block drainage ways, inlets or driveways. 30 c. Provide erosion control in accordance with Section 31 25 00. 31 d. When the Work is performed in active traffic areas, store materials only in 32 areas barricaded as provided in the traffic control plans. 33 e. In non -paved areas, do not store material on the root zone of any trees or in 34 landscaped areas. 35 2. Designated Storage Areas 36 a. If the Contract Documents do not allow the storage of spoils within the ROW, 37 easement or temporary construction easement, then secure and maintain an 38 adequate storage location. 39 b. Provide an affidavit that rights have been secured to store the materials on 40 private property. 41 c. Provide erosion control in accordance with Section 31 25 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 4 1 d. Do not block drainage ways. 2 1.11 FIELD CONDITIONS 3 A. Existing Conditions 4 1. Any data which has been or may be provided on subsurface conditions is not 5 intended as a representation or warranty of accuracy or continuity between soils. It 6 is expressly understood that neither the City nor the Engineer will be responsible 7 for interpretations or conclusions drawn there from by the Contractor. 8 2. Data is made available for the convenience of the Contractor. 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 2.1 OWNER -FURNISHED [NOT USED] 12 2.2 PRODUCT TYPES AND MATERIALS 13 A. Materials 14 1. Unacceptable Fill Material 15 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 16 D2487 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 CONSTRUCTION 22 A. Accept ownership of unsuitable or excess material and dispose of material off -site 23 accordance with local, state, and federal regulations at locations. 24 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 25 during construction with eh exception of water that is applied for dust control. 26 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 27 properly dispose according to disposal plan. 28 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 29 proposed or existing structures. 30 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 31 City. 32 F. Shape slopes to avoid loosening material below or outside the proposed grades. 33 Remove and dispose of slides as directed. 34 G. Rock Cuts 35 1. Excavate to finish grades. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 31 23 16 -4 UNCLASSIFIED EXCAVATION Page 4 of 4 1 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings, use approved embankment material compacted in 3 accordance with Section 31 24 00 to replace the over excavated at no additional 4 cost to City. 5 H. Earth Cuts 6 1. Excavate to finish subgrade 7 2. In the event of over excavation due to contractor error below the lines and grades 8 established in the Drawings, use approved embankment material compacted in 9 accordance with Section 31 24 00 to replace the over excavated at no additional 10 cost to City. 11 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL 15 A. Subgrade Tolerances 16 1. Excavate to within 0.1 foot in all directions. 17 2. In areas of over excavation, Contractor provides fill material approved by the City 18 at no expense to the City. 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 3123 23 BORROW 312323-1 BORROW Page 1 of 4 5 A. Section Includes: 6 1. Furnish, place and compact Borrow material for grading. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 3. Section 31 24 00 — Embankments 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Borrow 16 a. Measurement 17 1) Measurement for this Item shall be by the cubic yard of loose Borrow 18 material as delivered to the Site and recorded by truck ticket provided to the 19 City. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price bid per cubic yard of "Borrow" delivered to the Site for: 24 a) Various Borrow materials 25 c. The price bid shall include: 26 1) Furnishing, placing, compacting and finishing Borrow 27 2) Hauling 28 3) Reworking 29 4) Disposal of excess or waste material 30 5) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. ASTM Standards 37 a. ASTM D2487, Standard Practice for Classification of Soils for Engineering 38 Purposes (Unified Soil Classification System) 39 b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and 40 Plasticity Index of Soils CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312323-2 BORROW Page 2 of 4 1 c. ASTM D6913, Standard Test Methods for Particle -Size Distribution 2 (Gradation) of Soils Using Sieve Analysis 3 d. ASTM D698, Standard Test Methods for Laboratory Compaction 4 Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 01 33 00. 8 B. All submittals shall be approved by the Engineer or the City prior to construction. 9 C. Submit laboratory tests reports for each soil borrow source used to supply general 10 borrow and select fill materials. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Stockpiled Borrow material 14 a. Provide a description of the storage of the delivered Borrow material only if the 15 Contract Documents do not allow storage of materials in the right-of-way of the 16 easement. 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE 20 A. Borrow material shall be tested prior to delivery to the Site. 21 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material 22 from each source. 23 a. All testing listed above shall be performed in terms of ASTM D698, ASTM 24 D6913 and ASTM D4318-10 respectively. 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Delivery 27 1. Coordinate all deliveries and haul -off. 28 B. Storage 29 1. Within Existing Rights -of -Way (ROW) 30 a. Borrow materials may be stored within existing ROW, easements or temporary 31 construction easements, unless specifically disallowed in the Contract 32 Documents. 33 b. Do not block drainage ways, inlets or driveways. 34 c. Provide erosion control in accordance with Section 31 25 00. 35 d. Store materials only in areas barricaded as provided in the traffic control plans. 36 e. In non -paved areas, do not store material on the root zone of any trees or in 37 landscaped areas. 38 2. Designated Storage Areas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312323-3 BORROW Page 3 of 4 1 a. If the Contract Documents do not allow the storage of Borrow materials within 2 the ROW, easement or temporary construction easement, then secure and 3 maintain an adequate storage location. 4 b. Provide an affidavit that rights have been secured to store the materials on 5 private property. 6 c. Provide erosion control in accordance with Section 31 25 00. 7 d. Do not block drainage ways. 8 e. Only materials used for 1 working day will be allowed to be stored in the work 9 zone. 10 1.11 FIELD CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [NOT USED] 14 2.2 PRODUCT TYPES AND MATERIALS 15 A. Borrow 16 1. Additional soil beneath pavements, roadways, foundations and other structures 17 required to achieve the elevations shown on the Drawings. 18 2. Acceptable Fill Material 19 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 20 ASTM D2487 21 b. Free from deleterious materials, boulders over 6 inches in size and organics 22 c. Can be placed free from voids 23 d. Must have 20 percent passing the number 200 sieve 24 3. Blended Fill Material 25 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 26 b. Blended with in -situ or imported Acceptable Fill material to meet the 27 requirements of an Acceptable Fill Material 28 c. Free from deleterious materials, boulders over 6 inches in size and organics 29 d. Must have 20 percent passing the number 200 sieve 30 4. Select Fill 31 a. Classified as SC or CL in accordance with ASTM D2487 32 b. Liquid limit less than 35 33 c. Plasticity index between 8 and 20 34 5. Cement Stabilized Sand (CSS) 35 a. Sand or silty sand 36 b. Free of clay or plastic material 37 c. Minimum of 4 percent cement content of Type VII portland cement 38 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 39 D1633, Method A 40 e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM 41 D 1633, Method A 42 f. Mix in a stationary pug mill, weigh -batch or continuous mixing plant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2 2.4 ACCESSORIES [NOT USED] 3 2.5 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 INSTALLATION 9 A. All Borrow placement shall be performed in accordance to Section 31 24 00. 10 3.5 REPAIR [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CONTROL 13 A. Field quality control will be performed in accordance to Section 31 24 00. 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 312323-4 BORROW Page 4 of 4 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312400-1 EMBANKMENTS Page 1 of 9 1 SECTION 3124 00 2 EMBANKMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of: 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Or any other operation involving the placement of on -site materials. 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Embankments 21 a. Measurement 22 1) Measurement for this Item shall be by the cubic yard in its final position 23 using the average end area method. Limits of measurement is shown on the 24 Drawings 25 2) When measured by the cubic yard in its final position, this is a plans 26 quantity measurement Item. The quantity to be paid is the quantity shown 27 in the proposal, unless modified by Article 11.04 of the General 28 Conditions. Additional measurements or calculations will be made if 29 adjustments of quantities are required. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per cubic yard of "Embankment". No additional compensation 34 will be allowed for shrinkage or swell factors as these are the Contractor's 35 responsibility. 36 c. The price bid shall include: 37 1) Transporting or hauling material 38 2) Placing, compacting, and finishing Embankment 39 3) Construction Water 40 4) Dust Control 41 5) Reworking 42 6) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312400-2 ( EMBANKMENTS Page 2 of 9 1 7) Proof Rolling 2 8) Disposal of excess materials 3 9) Reworking or replacement of undercut material 4 1.3 REFERENCES 5 A. Reference Standards 6 1. Reference standards cited in this specification refer to the current reference standard 7 published at the time of the latest revision date logged at the end of this 8 specification, unless a date is specifically cited. 9 2. ASTM Standards 10 a. ASTM D4318-10, Test Procedure for Determining Liquid Limit, Plastic Limit, 11 and Plasticity Index of Soils 12 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 13 Wax Method 14 c. ASTM D698-07e1, Standard Test Methods for Laboratory Compaction 15 Characteristics of Soil Using Standard Effort 16 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 17 Characteristics of Soil Using Modified Effort 18 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 19 Weight and Water Content Range for Effective Compaction of Granular Soils 20 Using a Vibrating Hammer 21 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In -Place 22 by the Sand Cone Method 23 1.4 ADMINSTRATIVE REQUIREMENTS 24 A. Sequencing 25 1. Sequence work such that calls of proctors are complete in accordance with ASTM 26 D698 prior to commencement of construction activities. 27 1.5 SUBMITTALS 28 A. Submittals shall be in accordance with Section 01 33 00. 29 B. All submittals shall be approved by the Engineer or the City prior to construction 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Shop Drawings 32 1. Stockpiled material 33 a. Provide a description of the storage of the excavated material only if the 34 Contract Documents do not allow storage of materials in the right-of-way or the 35 easement 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY, STORAGE, AND HANDLING 40 A. Storage CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312400-3 EMBANKMENTS Page 3 of 9 1 1. Within Existing Rights -of -Way (ROW) 2 a. Soil may be stored within existing ROW, easements or temporary construction 3 easements, unless specifically disallowed in the Contract Documents. 4 b. Do not block drainage ways, inlets or driveways. 5 c. Provide erosion control in accordance with Section 31 25 00. 6 d. When the Work is performed in active traffic areas, store materials only in 7 areas barricaded as provided in the traffic control plans. 8 e. In non -paved areas, do not store material on the root zone of any trees or in 9 landscaped areas. 10 2. Designated Storage Areas 11 a. If the Contract Documents do not allow the storage within the ROW, easement 12 or temporary construction easement, then secure and maintain an adequate 13 storage location. 14 b. Provide an affidavit that rights have been secured to store the materials on 15 private property. 16 c. Provide erosion control in accordance with Section 31 25 00. 17 d. Do not block drainage ways. 18 1.11 FIELD CONDITIONS 19 A. Existing Conditions 20 1. Any data which has been or may be provided on subsurface conditions is not 21 intended as a representation or warranty of accuracy or continuity between soils. It 22 is expressly understood that neither the City nor the Engineer will be responsible 23 for interpretations or conclusions drawn there from by the Contractor. 24 2. Data is made available for the convenience of the Contractor. 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [NOT USED] 28 2.2 PRODUCT TYPES AND MATERIALS 29 A. Materials 30 1. Acceptable Fill Material 31 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 32 ASTM D2487 33 b. Free from deleterious materials, boulders over 6 inches in size and organics 34 c. Can be placed free from voids 35 d. Must have 20 percent passing the number 200 sieve 36 2. Blended Fill Material 37 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 38 b. Blended with in -situ or imported acceptable backfill material to meet the 39 requirements of an Acceptable Backfill Material 40 c. Free from deleterious materials, boulders over 6 inches in size and organics 41 d. Must have 20 percent passing the number 200 sieve 42 3. Unacceptable Fill Material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 1 Page6of9 f 312400-6 EMBANKMENTS 1 1. Earth embankment is mainly composed of material other than rock. Construct 2 embankments in successive layers, evenly distributing materials in lengths suited 3 for sprinkling and rolling. 4 2. Rock or Concrete: 5 a. Obtain approval from the City prior to incorporating rock and broken concrete 6 produced by the construction project in the lower layers of the embankment. 7 b. No Rock or Concrete will be permitted in embankments in any location where 8 future utilities are anticipated. 9 c. When the size of approved rock or broken concrete exceeds the layer thickness 10 place the rock and concrete outside the limits of the proposed structure or 11 pavement. Cut and remove all exposed reinforcing steel from the broken 12 concrete. 13 3. Move the material dumped in piles or windrows by blading or by similar methods 14 and incorporate it into uniform layers. 15 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 16 ensure there are no abrupt changes in the material. 17 5. Break down clods or lumps of material and mix embankment until a uniform 18 material is attained. 19 D. Rock Embankments 20 1. Rock embankment is mainly composed of rock. 21 2. Rock Embankments for roadways are only allowed when specifically designated on 22 the drawings. 23 3. Construct rock embankments in successive layers for the full width of the roadway 24 cross-section with a depth of 18-inches or less. 25 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 26 case. Fill voids created by the large stone matrix with smaller stones during the 27 placement and filling operations. 28 5. Ensure the depth of the embankment layer is greater than the maximum dimension 29 of any rock. 30 6. Do not place rock greater than 18-inches in its maximum dimension. 31 7. Construct the final layer with graded material so that the density and uniformity is 32 in accordance compaction requirements. 33 8. The upper or final layer of rock embankments shall contain no material larger than 34 4 inches in their maximum dimension. 35 E. Density 36 1. Compact each layer until the maximum dry density as determined by ASTM D698 37 is achieved. 38 a. Not Under Roadway or Structure: 39 1) areas to be compacted in the open, not beneath any structure, pavement, 40 flatwork, or is a minimum of lfoot outside of the edge of any structure, 41 edge of pavement, or back of curb. 42 a) Compact each layer to a minimum of 90 percent Standard Proctor 43 Density. 44 b. Embankments under future paving: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312400-7 EMBANKMENTS Page 7 of 9 1 1) Compact each layer to a minimum of 95% standard proctor density with a 2 moisture content not to exceed +4% or -2% of optimum moisture or as 3 indicated on the drawings 4 c. Embankments under structures: 5 1) Compacted each layer as indicated on the Drawings 6 7 F. Maintenance of Moisture and Reworking 1. Maintain the density and moisture content once all requirements are met. 8 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 9 percentage points below optimum. 10 3. Rework the material to obtain the specified compaction when the material loses the 11 required stability, density, moisture, or finish. 12 4. Alter the compaction methods and procedures on subsequent work to obtain 13 specified density as directed by the City. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUAILITY CONTROL 17 A. Field Tests and Inspections 18 1. Proctors 19 a. The City will perform Proctors in accordance with ASTM D698. 20 b. Test results will generally be available to within 4 calendar days and distributed 21 to: 22 1) Contractor 23 2) City Project Manager 24 3) City Inspector 25 4) Engineer 26 c. Notify the City if the characteristic of the soil changes. 27 d. City will perform new proctors for varying soils: 28 1) When indicated in the geotechnical investigation in the Appendix 29 2) If notified by the Contractor 30 3) At the convenience of the City 31 e. Embankments where different soil types are present and are blended , the 32 proctors shall be based on the mixture of those soils. 33 2. Proof Rolling 34 a. Embankments Under Future Pavement 35 1) City Project Representative must be on -site during proof rolling operations. 36 2) Use equipment that will apply sufficient load to identify soft spots that rut 37 or pump. 38 a) Acceptable equipment includes fully loaded single -axle water truck 39 with a 1500 gallon capacity. 40 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 41 4) Offset each trip by at most 1 tire width. 42 5) If an unstable or non -uniform area is found, correct the area. 43 6) Correct 44 a) Soft spots that rut or pump greater than 3/4 inch. 45 b) Areas that are unstable or non -uniform. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 312400-8 EMBANKMENTS Page 8 of 9 1 7) If a non -uniform area is found then correct the area. 2 b. Embankments Not Under Future Paving 3 1) No Proof Rolling is required. 4 3. Density Testing of Backfill 5 a. Density Test Shall be in conformance with ASTM D2922. 6 b. For Embankments under future pavement: 7 1) The City will perform density testing twice per working day when 8 compaction operations are being conducted. 9 2) The testing lab shall take a minimum of 3 density tests, but the number of 10 test shall be appropriate for the area being compacted. 11 3) Testing shall be representative of the current lift being compacted. 12 4) Special attention should be placed on edge conditions. 13 c. For Embankments not under future pavement or structures: 14 1) The City will perform density testing once working day when compaction 15 operations are being conducted. 16 2) The testing lab shall take a minimum of 3 density tests. 17 3) Testing shall be representative of the current lift being compacted. 18 d. Make the area where the embankment is being placed available for testing. 19 e. The City will determine the location of the test. 20 f. The City testing lab will provide results to Contractor and the City's Inspector 21 upon completion of the testing. 22 g. A formal report will be posted to the City's Buzzsaw site within 48 hours. 23 h. Test reports shall include: 24 1) Location of test by station number 25 2) Time and date of test 26 3) Depth of testing 27 4) Field moisture 28 5) Dry density 29 6) Proctor identifier 30 7) Percent Proctor Density 31 B. Non -Conforming Work 32 1. All non -conforming work shall be removed and replaced. 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 3.11 CLOSEOUT ACTIVITIES [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] 39 3.14 ATTACHMENTS [NOT USED] 40 END OF SECTION 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 312400-9 EMBANKMENTS Page 9 of 9 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 1 of 16 1 SECTION 3311 13 2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete Pressure 7 Pipe) 16-inch for potable water applications in conformance with AWWA C303 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 31 — Closed Circuit Television (CUI V) Inspection 15 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 16 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 17 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Concrete Pressure Pipe 21 a. Measurement 22 1) Measured horizontally along the surface from center line to centerline of 23 the fitting or appurtenance 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" shall be paid for at the 27 unit price bid per linear foot for "Concrete AWWA C303 Pipe" installed 28 for: 29 a) 16-inch 30 b) Various types of backfill 31 c. The price bid shall include: 32 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by 33 the Drawings 34 2) Mobilization 35 3) Coating 36 4) Lining 37 5) Pavement removal 38 6) Excavation 39 7) Hauling 40 8) Disposal of excess material 41 9) Furnishing, placement, and compaction of embedment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 - 2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 16 1 10) Clay Dams 2 11) Joint restraint 3 12) Bolts and nuts 4 13) Welding 5 14) Gaskets, if allowed 6 15) Furnishing, placement, and compaction of backfill 7 16) Clean-up 8 17) Cleaning 9 18) Disinfection 10 19) Testing 11 2. Concrete Pressure Pipe Fittings 12 a. Measurement 13 1) Measurement for this Item shall be by lump sum. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 shall be paid for at the lump sum price bid for "C303 Fittings" installed for: 17 a) 16-inch 18 b) Various types of backfill 19 c. The price bid shall include: 20 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by 21 the Drawings 22 2) Mobilization 23 3) Coating 24 4) Lining 25 5) Pavement removal 26 6) Excavation 27 7) Hauling 28 8) Disposal of excess material 29 9) Furnishing, placement, and compaction of embedment 30 10) Clay Dams 31 11) Joint restraint 32 12) Bolts and nuts 33 13) Welding 34 14) Gaskets, if allowed 35 15) Furnishing, placement, and compaction of backfill 36 16) Clean-up 37 17) Cleaning 38 18) Disinfection 39 19) Testing 40 1.3 REFERENCES 41 A. Reference Standards 42 1. Reference standards cited in this Specification refer to the current reference 43 standard published at the time of the latest revision date logged at the end of this 44 Specification, unless a date is specifically cited. 45 2. American Society of Mechanical Engineers (ASME): 46 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 47 3. American Society of Testing and Materials (ASTM): 48 a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 - 3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 16 1 b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI 2 Tensile Strength. 3 c. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 4 d. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 5 Steel. 6 e. C33, Standard Specification for Concrete Aggregates. 7 f. C144, Standard Specification for Aggregate for Masonry Mortar. 8 g. C150, Specification for Portland Cement. 9 h. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple 10 Beam with Center -Point Loading). 11 i. C497, Methods of Testing Concrete Pipe. 12 j. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used 13 With Concrete By Slant Shear. 14 k. C1090, Standard Test Method for Measuring Changes in Height of Cylindrical 15 Specimens of Hydraulic -Cement Grout. 16 1. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 17 4. American Welding Society (AWS): 18 a. D1.1, Structural Welding Code - Steel. 19 5. American Water Works Association (AWWA): 20 a. C206, Field Welding of Steel Water Pipe. 21 b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. 22 c. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 23 d. M9, Concrete Pressure Pipe. 24 6. American Water Works Association/American National Standards Institute 25 (AW WA/ANSI): 26 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 27 Fittings. 28 7. International Organization for Standardization (ISO). 29 8. National Sanitation Foundation (NSF): 30 a. NSF 61, Drinking Water System Components - Health Effects 31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 32 1.5 SUBMITTALS 33 A. Submittals shall be in accordance with Section 01 33 00. 34 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 35 fabrication for specials. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Product Data 38 1. Exterior Coating 39 a. Material data 40 b. Application recommendations 41 c. Field touch-up procedures 42 2. Joint Wrappers 43 a. Material data 44 b. Installation recommendations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 - 4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 of 16 1 3. Flexible Joint Couplings 2 a. Manufacturer 3 b. Model 4 4. Mixes 5 a. Mortar for interior joints and patches 6 b. Bonding agents for patches 7 5. Gaskets (if applicable) 8 B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems 9 including: 10 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 11 Texas including: 12 a. Internal pressure 13 1) Working Pressure 14 2) Test Pressure 15 3) Surge pressure 16 b. External pressure 17 1) Deflection 18 2) Buckling 19 c. Special physical loading such as supports or joint design 20 d. Thermal expansion and/or contraction, if applicable for the proposed 21 installation 22 2. Thrust restraint calculations for all fittings and valves including the restraint length 23 sealed by a Licensed Professional Engineer in Texas. 24 3. Fabrication and lay drawings showing a schematic location with profile and a 25 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 26 Texas and includes: 27 a. Pipe class 28 b. Joint types 29 c. Fittings 30 d. Thrust Restraint 31 e. Stationing (in accordance with the Drawings) 32 f. Transitions 33 g. Joint deflection 34 h. Outlet locations for welding, ventilation, and access 35 i. Welding requirements 36 4. Pipe within Casing 37 a. Provide drawings detailing how pipe is restrained to prevent floating within the 38 casing. 39 C. Certificates and Test Reports 40 a. Submittals for certificates and testing reports shall be as outlined in Article 1.9 41 of this Section. 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE 45 A. Qualifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 -5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5 of 16 1 1. Manufacturers 2 a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality 3 Program certified, I.S.O. Quality Certification Program certified, or equal, for 4 Concrete Pressure Pipe and accessory manufacturing. 5 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 6 under the control of the manufacturer. 7 c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years 8 successful experience manufacturing AWWA C303 pipe of the particular type 9 and size indicated. 10 1) This experience record will be thoroughly investigated by the Engineer, and 11 acceptance will be at the sole discretion of the Engineer and City. 12 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be 13 performed at 1 location, unless otherwise approved by the Engineer. 14 d. Pipe shall be manufactured in accordance with the latest revisions of 15 AWWA C303. 16 B. Certifications 17 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: 18 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 19 complies with AWWA C303 and these Specifications 20 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer 21 c. Mill certificates, including chemical and physical test results for each heat of 22 steel 23 1) The manufacturer shall perform the tests described in AWWA C303, for all 24 pipe, fittings, and specials, except that the absorption test detailed in this 25 Specification shall supersede the requirements of the applicable portion of 26 AWWA C303. 27 d. Certified test reports for welder certification for factory and field welds in 28 accordance with AWWA C303, Section 5 29 e. Certified test reports for cement mortar tests 30 f. Certified test reports for steel cylinder tests 31 C. Hydrostatic Pressure Testing 32 1. Hydrostatic pressure testing shall meet or exceed the requirements of AWWA C303 33 Section 4.6 — Fabrication. 34 a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically tested 35 prior to application of lining or coating. 36 b. The internal test pressure shall be that which results in a fiber stress equal to 75 37 percent of the minimum yield strength of the steel used. 38 c. Each pipe cylinder tested shall be completely watertight under maximum test 39 pressure. 40 d. Test pressure shall be held for sufficient time to observe the weld seams. 41 e. Pipe manufacturer shall maintain a recording of the pressure gauge report and 42 provide to the Engineer. 43 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of welded 44 steel sheets or plates. 45 a. Fittings shall be tested in accordance with AWWA C303. 46 3. Factory Testing 47 a. Cement Mortar Coating - Absorption Test CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 6 of 16 1 1) A water absorption test shall be performed on samples of cured mortar 2 coating taken from each working shift. 3 a) The mortar coating samples shall have been cured in the same manner 4 as the pipe. 5 b) A test value shall consist of the average of a minimum of 3 samples 6 taken from the same working shift. 7 c) The test method shall be in accordance with ASTM C497, Method A. 8 d) The average absorption value for any test shall not exceed 9 percent 9 and no individual sample shall have an absorption exceeding 11 10 percent. 11 e) Tests for each working shift shall be performed on a daily basis until 12 conformance to the absorption requirements has been established by 10 13 consecutive passing test results, at which time testing may be 14 performed on a weekly basis for each working shift. 15 (1) Daily testing shall be resumed for each working shift with failing 16 absorption test results and shall be maintained until conformance to 17 the absorption requirements is re-established by 10 consecutive 18 passing test results. 19 D. Cement Mortar Lining 20 1. Shop -applied cement mortar linings shall be tested in accordance with AWWA 21 C303. 22 E. City Testing and Inspection 23 1. The City reserves the option to have an independent testing laboratory, at the City's 24 expense, inspect pipe and fittings at the pipe manufacturer's plant. 25 a. The City's testing laboratory and Engineer shall have free access to the 26 manufacturer's plant. 27 b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to 28 pipe fabrication as to start of fabrication and fabricating schedule. The City 29 will then advise the manufacturer as to City's decision regarding tests to be 30 performed by an independent testing laboratory. 31 c. In the event the City elects to retain an independent testing laboratory to make 32 material tests and weld tests, it is the intent that the tests be limited to 1 spot 33 testing of each category unless the tests do not show compliance with the 34 standard. 35 1) If these tests do not show compliance, the City reserves the right to have 36 the laboratory make additional tests and observations. 37 2. The inspection and testing by the independent testing laboratory anticipates that 38 production of pipe shall be done over a normal period of time and without "slow 39 downs" or other abnormal delays. 40 a. In the event that an abnormal production time is required, and the City is 41 required to pay excessive costs for inspection, then the Contractor shall be 42 required to reimburse the City for such costs over and above those which would 43 have been incurred under a normal schedule of production as determined by the 44 Engineer. 45 F. Manufacturer's Technician for Pipe Installation 46 1. Pipe Manufacturer's Representative CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7 of 16 1 a. During the construction period, the pipe manufacturer shall furnish the services 2 of a factory trained, qualified, job experienced technician to advise and instruct, 3 as necessary, in pipe laying and pipe jointing. 4 1) The technician shall assist and advise the Contractor in his pipe laying 5 operations and shall instruct construction personnel in proper joint 6 assembly and joint inspection procedures. 7 2) The technician is not required to be on -site full time; however, the 8 technician shall be regularly on -site during the first 2 weeks of pipe laying 9 and thereafter as requested by the Engineer, City or Contractor. 10 1.10 DELIVERY, STORAGE, AND HANDLING 11 A. Packing 12 1. Prepare pipe for shipment to: 13 a. Afford maximum protection from normal hazards of transportation 14 b. Allow pipe to reach project site in an undamaged condition 15 2. Pipe damaged in shipment shall not be delivered to the project site unless such 16 damaged pipe is properly repaired. 17 3. After the completed pipe and fittings have been removed from the final cure at 18 the manufacturing plant: 19 a. Protect pipe lining from drying by means of plastic end covers banded to the 20 pipe ends. 21 b. Maintain covers over the pipe ends at all times until ready to be installed. 22 c. Moisture shall be maintained inside the pipe by periodic addition of water as 23 necessary. 24 4. Pipes shall be carefully supported during shipment and storage. 25 a. Pipe, fittings and specials shall be separated so that they do not bear against 26 each other and the whole load shall be securely fastened to prevent 27 movement in transit. 28 b. Ship pipe on padded bunks with tie -down straps approximately over stulling. 29 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means 30 to protect the pipe from damage. 31 d. Each end and each length of pipe, fitting or special (36-inches and larger) 32 and the middle of each pipe joint shall be internally supported and braced 33 with stulls to maintain a true circular shape. 34 i. Internal stulls shall consist of timber or steel firmly wedged and secured 35 so that stulls remain in place during storage, shipment and installation. 36 ii. Pipe shall be rotated so that one stull remains vertical during storage, 37 shipment and installation. 38 iii. At a minimum, stulls shall be placed at each end, each quarter point and 39 center. 40 B. Delivery, Handling, and Storage 41 1. Once the first shipment of pipe has been delivered to the site, the Engineer and 42 the Contractor shall inspect the pipe's interior coating for excessive cracking. 43 a. If excessive cracking is found, exceeding the allowance in AWWA C303, 44 modify shipping procedures to reduce or eliminate cracking. 45 2. Deliver, handle and store pipe in accordance with the manufacturer's 46 recommendations to protect coating systems. 47 C. Marking for Identification 48 1. For each joint of pipe and each fitting, plainly mark on 1 end: 49 a. Class for which it is designated CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13-8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8 of 16 1 b. Date of manufacturer 2 c. Identification number 3 d. Top centerlines shall be marked on all specials. 4 D. Point of Delivery 5 1. The Contractor is responsible for securing and maintaining a location to store the 6 material in accordance with Section 01 66 00. 7 8 1.11 WARRANTY [NOT USED] 9 PART 2- PRODUCTS 10 2.1 OWNER -FURNISHED [NOT USED] 11 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 12 A. Manufacturers 13 1. Only the manufacturers as listed in the City's Standard Products List will be 14 considered as shown in Section 01 60 00. 15 a. The manufacturer must comply with this Specification and related Sections. 16 2. Any product that is not listed on the Standard Products List is considered a 17 substitution and shall be submitted in accordance with Section 01 25 00. 18 B. Materials 19 1. General 20 a. Pipe shall be manufactured in accordance with the latest revisions of 21 AWWA C303, AWWA M9, as well as the special requirements of this 22 Specification. 23 b. All pipe shall meet the requirements of NSF 61. 24 2. Cement 25 a. Cement for use in concrete and mortar shall be Type I or II Portland Cement. 26 3. Aggregates 27 a. Aggregates for concrete lining and coating shall confouu to ASTM C33. 28 4. Sand 29 a. Sand used for inside and outside joints shall be of silica base, conforming to 30 ASTM C144. 31 5. Special Coating (Mortar Rings) 32 a. Pipe to be installed in casing shall have 2 built-up mortar rings, each 33 approximately 2 feet long and slightly higher than the pipe bell, to prevent the 34 pipe from being supported by the pipe bell. 35 b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 36 6. Bushings, Couplings and Plugs 37 a. Where outlets or taps are threaded, furnish and install brass reducing bushings 38 in larger steel half couplings for the outlet size indicated. 39 b. Threaded plugs shall be brass. 40 7. Mixes 41 a. Cement Mortar 42 1) Cement mortar used for pouring joints shall consist of: 43 a) 1 part Portland Cement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 - 9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 16 1 b) 2 parts clean, fine, sharp silica sand 2 c) Mixed with water 3 d) No manufactured sand shall be permitted. 4 e) Exterior joint mortar shall be mixed to the consistency of thick cream. 5 f) Interior joint mortar shall be mixed with as little water as possible so 6 that the mortar is very stiff, but workable. 7 g) Cement shall be ASTM C150, Type I or Type II. 8 h) Sand shall conform to ASTM C144. 9 2) Cement mortar used for patching shall be mixed as per cement mortar for 10 inside joints. 11 8. Joint Wrappers 12 a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing Company, or 13 approved equal. 14 b. For pipe within casing, Flex Protex joint filler, or approved equal, may be used 15 for pipes that can be welded from the interior. 16 9. Flexible Joint Couplings 17 a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 or 18 approved equal. 19 10. Pipe Ends 20 a. The standard pipe end shall include steel joint ring and a continuous solid 21 rubber ring gasket as per AWWA M9. 22 11. Flanges 23 a. Flanges shall conform to AWWA C207 with laying dimensions and drilling in 24 accordance with ASME B16.1, Class 125. 25 b. Flanges shall be Flange Class E with a minimum working pressure of 275 psi 26 for areas designated with 225 psi test pressure. 27 c. In no case shall the working or test pressure of the pipe exceed the working 28 pressure of the flange. 29 d. Drilling shall match class of valves or appurtenances which are attached. 30 e. When Isolation Flanges are required by the Drawings, Drillings shall 31 accommodate the required spacing for mylar sleeves according to Section 33 04 32 10. 33 12. Flange Coatings 34 a. Coatings for buried flanges shall be Densyl Tape system manufactured by 35 Carboline, consisting of Densyl Mastic, Densyl Paste, and Densyl Tape, or 36 approved equal. 37 13. Gaskets 38 a. Isolation Flanges 39 1) Flanges which are required by the drawings to be Isolation Flanges shall 40 conform to Section 33 04 10. 41 b. Class D Flanges 42 1) Full face 43 2) Manufactured true to shape from minimum 80 durometer SBR rubber stock 44 of a thickness not less than 1/8 inch 45 3) Virgin stock 46 4) Conforming to the physical and test requirements specified in 47 AWWA/ANSI C111/A21.11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 - 10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 16 1 5) Finished gaskets shall have holes punched by the manufacturer and shall 2 match the flange pattern in every respect. 3 6) Frayed cut edges resulting from job site gasket fabrication are not 4 acceptable. 5 7) Furnish Viton® Rubber gaskets hydrocarbon restraint gaskets, when 6 required. 7 c. Class E Flanges 8 1) Full Face 9 2) Provide a 1/8-inch Nonasbestos gasket in accordance with AWWA C207. 10 14. Bolts and Nuts 11 a. Flanged Ends 12 1) Meet requirements of AWWA C207. 13 2) Class D and E Flanges 14 a) For buried and non -buried applications, provide ASTM A193 Grade B7 15 Bolts and ASTM 194 grade 2H Nuts. 16 15. Threaded Outlets 17 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 18 install brass bushings for the outlet size indicated. 19 16. Weld Lead Outlets (if applicable) 20 a. Use of threaded outlets for access for weld leads is permitted. 21 b. Additional outlet configurations shall be approved by the Engineer. 22 c. Outlets shall be welded after use. 23 17. Snap Rings 24 a. Snap rings shall be manufactured by Hanson, or approved equal. 25 C. Performance / Design Criteria 26 1. Pipe Design 27 a. Pipe shall be designed, manufactured and tested in accordance with the latest 28 revisions of AWWA C303, AWWA M9, as well as the special requirements of 29 this Specification. 30 b. Sizes and pressure classes (working pressure) shall be as specified in the 31 Drawings. 32 c. For the purposes of pipe design, working pressure plus transient pressure shall 33 be as indicated below. 34 d. Pipe design shall be based on trench conditions and design pressure class 35 specified in the Drawings. 36 e. Pipe shall be designed according to the methods indicated in AWWA C303 and 37 AWWA M9 for trench construction, using the following parameters: 38 1) Unit Weight of Fill (w) = 130 pounds per cubic foot 39 2) Live Load = AASHTO H-20 truck for unpaved conditions 40 3) Live Load = Cooper E-80 loading for railroad crossings 41 4) Trench Depth = As indicated on Drawings 42 5) Coefficient Ku' = 0.150 43 6) Trench Width (Bd) as indicated on Drawings 44 7) Bedding Conditions = as indicated on Drawings 45 8) Pressure Class = 150 psi min. working pressure 46 9) Surge Allowance = 100 psi minimum 47 a) where: Total Pressure (including surge) = 150 psi + 100 psi = 250 psi. 48 10) Deflection Lag Factor = 1.0 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 11 of 16 1 11) Soil Reaction Modulus (E') < 1,000 2 f. Trench depths indicated on Drawings shall be verified after existing utilities are 3 located. 4 1) Vertical alignment changes required because of existing utility or other 5 conflicts shall be accommodated by an appropriate change in pipe design 6 depth. 7 2) In no case shall pipe be installed deeper than its design allows. 8 2. Provisions for Thrust 9 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints or 10 snap rings. 11 1) Thrust at bends adjacent to casing shall be restrained by welding joints 12 through the casing and a sufficient distance each side of the casing. 13 2) No thrust restraint contribution shall be allowed for pipe in casing unless 14 the annular space in the casing is filled with grout. 15 3) The distance for thrust restraint shown on the Drawings is the minimum 16 restraint and does not relieve the manufacturer from calculating the restraint 17 needs as specified herein. 18 a) In no case shall the restrained distance be less than indicated on the 19 Drawings. 20 b. Restrained joints shall be used a sufficient distance from each side of the bend, 21 tee, plug or other fitting to resist thrust which develops at the design pressure of 22 the pipe. 23 1) The distance for thrust restraint shown on the Drawings is the minimum 24 restraint and does not relieve the manufacturer from calculating the restraint 25 needs as specified herein. 26 a) In no case shall the restrained distance be less than indicated on the 27 Drawings. 28 2) Restrained joints shall consist of welded joints or snap rings. 29 3) In areas where restrained joints are used for thrust restraint, the pipe shall 30 have adequate cylinder thickness to transmit the thrust forces. 31 c. Thrust restraint design 32 1) The length of pipe with restrained joints to resist thrust forces shall be 33 verified by the pipe manufacturer in accordance with AWWA M9 and the 34 following: 35 a) The Weight of Earth (We) shall be calculated as the weight of the 36 projected soil prism above the pipe. 37 (1) Soil Density = 130 pounds per cubic foot (maximum value to be 38 used for unsaturated soil). 39 d. Thrust collars will only be permitted for temporary plugs. 40 1) Thrust collars may not be used for any other application, unless approved in 41 writing by the Engineer. 42 3. Inside Diameter 43 a. The inside diameter, of the cement mortar lining shall be the nominal diameter 44 specified, unless otherwise indicated on the Drawings. 45 4. Joint Bonds, Insulated Connections and Flange Gaskets 46 a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance 47 with Section 33 04 10. 48 5. Bend Fittings 49 a. All bend fittings shall be long radius to permit passage of pipeline pigs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 12 of 16 1 6. Fittings with Flanges 2 1) Flanged joints shall be provided at connections to valves and where 3 indicated on the Drawings. 4 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral 5 welds ground flush to accommodate the type of flanges provided. 6 3) Pipe flanges and welding of flanges to Concrete Pressure Pipe shall 7 conform to the requirements of AWWA C207 and AWWA C206. 8 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent 9 pipe class. 10 5) Flanges shall match the fittings or appurtenances which are to be attached. 11 6) Flanges shall be Class E with 275 psi working pressure in accordance with 12 AWWA C207 and in accordance with ASME B16.1 Class 125 for areas 13 designated with a 225 psi test pressure. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. General 22 1. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for 23 the proper functioning of the completed pipe line. 24 2. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 25 AWWA M9, and in accordance with the pipe manufacturer's recommendations. 26 3. Lay pipe to the lines and grades show on the Drawings. 27 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 28 5. At the close of each operating day: 29 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 30 the laying operation. 31 b. Effectively seal the open end of the pipe using a gasketed night cap. 32 6. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.B.4. 33 B. Pipe Handling 34 1. Haul and distribute pipe fittings at the project site and handle piping with care to 35 avoid damage. 36 2. Before lowering into the trench and inspect each joint of pipe and reject or repair 37 any damaged pipe. 38 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, 39 belts or other equipment designed to prevent damage to the coating or lining. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 13 of 16 1 4. The equipment shall be kept in such repair that its continued use is not injurious to 2 the coating. 3 5. The spacing of pipe supports required to handle the pipe shall be adequate to 4 prevent cracking or damage to the lining or coating. 5 C. Pipe Jointing 6 1. General 7 a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by 8 brushing and wiping. 9 b. If any damage to the protective coating on the metal has occurred, repair the 10 damage before laying the pipe. 11 c. Lubricate the gasket and the inside surface of the bell with an approved 12 lubricant (flax soap) which will facilitate the telescoping of the joint. 13 d. Tightly fit together sections of pipe and exercise care to secure true alignment 14 and grade. 15 e. When a joint of pipe is being laid, place the gasket on the spigot ring and enter 16 the spigot end of the pipe into the bell of the adjoining pipe and force into 17 position. 18 1) The inside joint space between ends of the pipe sections shall have an 19 opening within the tolerances as recommended by the pipe manufacturer. 20 f. No "blocking up" of pipe or joints will be permitted, and if the pipe is not 21 uniformly supported or the joint not made up properly, remove the joint and 22 properly prepare the trench. 23 g. After joining, check the position of the gasket with a feeler gauge. 24 1) If the gasket is out of position, disassemble the joint and repeat the joint 25 laying procedure. 26 h. For interior welded joints, complete backfilling before welding. 27 i. For exterior field -welded joints, provide adequate working room under and 28 beside the pipe. 29 2. Exterior Joints 30 a. Make the exterior joint by placing a joint wrapper around the pipe and secure in 31 place with 2 metal straps. 32 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 33 inches wide for smaller pipe, hemmed on each side. 34 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths 35 encircling the pipe, leaving enough opening between ends to allow the 36 mortar to be poured inside the wrapper into the joint. 37 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has 38 flowed entirely around the pipe. 39 4) During the filling of the joint, pat or manipulate the sides of the wrapper to 40 settle the mortar and expel any entrapped air. 41 5) Leave wrappers in place undisturbed until the mortar has set-up. 42 3. Interior Joints 43 a. Upon completion of backfilling of the pipe trench, fill the inside joint recess 44 with a stiff cement mortar/high-strength grout. 45 b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in 46 the joint and moisten the concrete surfaces of the joint space by spraying or 47 brushing with a wet brush. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 16 1 c. Ram or pack the stiff mortar/grout into the joint space and take extreme care to 2 insure that no voids remain in the joint space. 3 d. After the joint has been filled, level the surfaces of the joint mortar/grout with 4 the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 5 e. Interior joints of pipe smaller than 21-inches shall have the bottom of the bell 6 buttered with grout, prior to inserting the spigot, such that when the spigot is 7 pushed into position it will extrude surplus grout from the joint. 8 1) The surplus grout shall be struck off flush with the inside of the pipe by 9 pulling a filled burlap bag or an inflated ball through the pipe with a rope. 10 4. Welded Joints 11 a. Weld joints in accordance with the AWWA M9. 12 1) Contractor shall provide adequate ventilation for welders and for the City to 13 observe welds. 14 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet 15 welds. 16 b. Adequate provisions for reducing temperature stresses shall be the 17 responsibility of the Contractor. 18 c. Before welding: 19 1) Thoroughly clean pipe ends. 20 2) Weld pipe by machine or by the manual shielded electric arc process. 21 d. Welding shall be performed so as not to damage lining or coating. 22 e. Furnish labor, equipment, tools and supplies, including shielded type welding 23 rod. 24 1) Protect welding rod from any deterioration prior to its use. 25 2) If any portion of a box or carton is damaged, reject the entire box or carton. 26 f. In all hand welding: 27 1) The metal shall be deposited in successive layers. 28 2) Not more than 1/8 inch of metal shall be deposited in each pass. 29 3) Each pass except the final 1, whether in butt or fillet welds, shall be 30 thoroughly bobbed or peened to relieve shrinkage stresses and to remove 31 dirt, slag or flux before the succeeding bead is applied. 32 4) Each pass shall be thoroughly fused into the plates at each side of the 33 welding groove or fillet and shall not be permitted to pile up in the center of 34 the weld. 35 5) Undercutting along the side shall not be permitted. 36 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 37 undercutting and/or any other defects. 38 h. If the ends of the pipe are laminated, split or damaged to the extent that 39 satisfactory welding contact cannot be obtained, remove the pipe from the line. 40 i. Furnish each welder employed with a steel stencil for marking the welds so that 41 the work of each welder may be identified. 42 1) Have each welder stencil the pipe adjacent to the weld with the stencil 43 assigned to him. 44 a) In the event any welder leaves the job, his stencil shall be voided and 45 not duplicated if another welder is employed. 46 j Welders 47 1) Each welder employed by the Contractor shall be required to satisfactorily 48 pass a welding test in accordance with AWWA C206 before being allowed 49 to weld on the line. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 33 11 13 - 15 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 15 of 16 1 2) After each welder has qualified in the preliminary tests referred to above, 2 inspections shall be made of joints in the line. 3 a) The inspection will be done by a Certified Welding Inspector retained 4 by the City. 5 3) Any welder making defective welds shall not be allowed to continue to 6 weld. 7 k. Weld Testing 8 1) Dye penetrant tests in accordance with ASTM E165, or magnetic particle 9 test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be 10 performed by the Contractor under the supervision and inspection of the 11 City's Representative or an independent testing laboratory, on all full 12 welded joints. 13 a) Welds that are defective will be replaced or repaired, whichever is 14 deemed necessary by the Engineer, at the Contractor's expense. 15 b) If the Contractor disagrees with the Engineer's interpretation of welding 16 tests, test sections may be cut from the joint for physical testing. The 17 Contractor shall bear the expense of repairing the joint, regardless of 18 the results of physical testing. 19 (1) The procedure for repairing the joint shall be approved by the 20 Engineer before proceeding. 21 5. Protection of Exposed Metal 22 a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement 23 mortar as previously specified for inside joints, unless otherwise specified in 24 the Drawings. 25 b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded 26 outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. 27 c. Thoroughly clean and wet the surface receiving a cement mortar coating with 28 water just prior to placing the cement mortar coating. 29 d. After placing, take care to prevent cement mortar from drying out too rapidly 30 by covering with damp earth or burlap. 31 e. Cement mortar coating shall not be applied during freezing weather. 32 6. Patching 33 a. Excessive field -patching of lining or coating shall not be permitted. 34 b. Patching of lining or coating will be allowed where area to be repaired does not 35 exceed 100 square inches and has no dimensions greater than 12 inches. 36 c. In general, there shall not be more than 1 patch on either the lining or the 37 coating of any 1 joint of pipe. 38 d. Wherever necessary to patch the pipe, make patch with cement mortar as 39 previously specified for interior joints. 40 e. Do not install patched pipe until the patch has been properly and adequately 41 cured and approved for laying by the City. 42 f. Promptly remove rejected pipe from the site. 43 3.5 REPAIR / RESTORATION [NOT USED] 44 3.6 RE -INSTALLATION [NOT USED] 45 3.7 FIELD QUALITY CONTROL 46 A. Field [oR] Site Tests and Inspections 47 1. Cleaning and Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 331113-16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16 of 16 1 a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water 2 mains 3 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the 4 water main as specified in Section 33 04 40. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 39 00 03- 1 STORM WATER FIELD ORDER ALLOWANCE Page 1 of 1 1 SECTION 39 00 03 2 STORM WATER FIELD ORDER ALLOWANCE 3 PART 1- GENERAL 4 1.1 FIELD ORDER ALLOWANCE 5 A. The Field Order Allowance shall consist of miscellaneous adjustments and other non- 6 subsidiary items requested for construction by the City of Fort Worth and at the 7 direction of the City Project Manager. 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 9700 Trinity Blvd. Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00100 DIVISION BRIDGE Page 1 of 3 SPECIAL PROVISIONS FOR BRIDGE 1. TEMPORARY SPECIAL SHORING See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 403, "Temporary Special Shoring" for specifications governing this item. PAYMENT: Payment shall be made per square foot of surface area installed at the unit price shown on the proposal. 2. DRILL SHAFT (24IN) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 416, "Drilled Shaft Foundations" for specifications governing this item. PAYMENT: Payment shall be made per linear foot installed at the unit price shown on the proposal. 3. CL C CONC (RAIL FOUNDATION) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 420, "Concrete Structures" for specifications governing this item. PAYMENT: Payment shall be made per cubic yard at the unit price shown on the proposal. 4. CL C CONC (ABUT) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 420, "Concrete Structures" for specifications governing this item. PAYMENT: Payment shall be made per cubic yard installed at the unit price shown on the proposal. 5. CL C CONC (BENT) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 420, "Concrete Structures" for specifications governing this item. PAYMENT: Payment shall be made per cubic yard installed at the unit price shown on the proposal. CITY OF FORT WORTH 9700 Trinity Blvd. Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00100 DIVISION BRIDGE Page 3 of 3 PAYMENT: Payment shall be made per linear foot installed at the unit price shown on the proposal. 12. RAIL (TY C223) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 450, "Railing" for specifications governing this item. PAYMENT: Payment shall be made per linear foot installed at the unit price shown on the proposal. 13. GABIONS (PVC) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 459, "Gabions and Gabion Mattresses" for specifications governing this item. PAYMENT: Payment shall be made per cubic yard installed at the unit price shown on the proposal. CITY OF FORT WORTH 9700 Trinity Blvd. Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00100 ADDENDUM 1 DIVISION DROP STRUCTURE Page 1 of 1 SPECIAL PROVISIONS FOR DROP STRUCTURE 1. CL F CONC (CIP Drop Structure) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 420, "Concrete Structures" for specifications governing this item. PAYMENT: Payment shall be made per cubic yard installed at the unit price shown on the proposal. 2. RIPRAP (CONC) (CL C) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004 Edition Item No. 432, "Riprap" for specifications governing this item. PAYMENT: Payment shall be made per cubic yard installed at the unit price shown on the proposal. CITY OF FORT WORTH 9700 Trinity Blvd. Drainage Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00100 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities Refer to Existing Utility Plans GC-4.06 Hazardous Environmental Condition at Site None GC-6.06.D Minority and Women Owned Business Enterprise Compliance <Provide MWBE forms, including Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form, Good Faith Effort Form, and Joint Venture Eligibility Form> GC-6.07 Wage Rates Heavy and Highway Construction Prevailing Wage Rate 2008 <Buzzsaw location, Resources/02-Construction Documents/Construction Specification Book/05-General and special Conditions/05.9-Wage Rate M&C 7-8-08.pdf> GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination "None" GR-01 60 00 Product Requirements "None" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GEOTECHNICAL ENGINEERING REPORT TRINITY BOULEVARD BRIDGE AND PAVEMENT DRAINAGE CHANNEL CROSSING FORT WORTH, TEXAS TERRACON PROJECT NO. 95095055 November 4, 2009 Prepared for: Jacobs Engineering Group, Inc. Fort Worth, Texas Prepared by: Terracon Consultants, Inc. Fort Worth, Texas lierracon November 4, 2009 Jacobs Engineering Group, Inc. 777 Main Street Fort Worth, Texas 76102 Attn: Ms. Christine Graygor, P.E. Ph: (817) 735-7170 Fax: (817) 735-6148 RE: Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Drainage Channel Crossing Fort Worth, Texas Terracon Report No. 95095055 Dear Ms. Graygor: Attached is our geotechnical engineering report for the proposed bridge and pavement replacement in Fort Worth, Texas. The report presents the findings of the subsurface exploration and geotechnical recommendations regarding the design and construction of bridge foundations, street pavement and earthwork for the proposed construction. This work was accomplished following the general scope outlined in our July 28, 2008 Proposal Number P08940453. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Firm Registration No. F-3272 ..F-,...P�� of T��'/r„4 DANIEL L. FRANKLIN, JR. '\ 87430 )' ©NAL Cheryl C. Pedraza, E.I.T. Project Manager Daniel L. Franklin, Jr., P.E. Senior Geotechnical Engineer Terracon Consultants, Inc. 2501 East Loop 820 North Fort Worth, Texas 76118 P [817] 268 8600 F [817] 268 8602 terracon.com Geotechnical • Environmental ■ Construction Materials • Facilities TARI F fF noNTFNTS Page INTRODUCTION 1 PROJECT DESCRIPTION 1 SUBSURFACE EXPLORATION AND LABORATORY PROCEDURES 1 .Field Exploration 1 Laboratory Testing 2 SUBSURFACE CONDITIONS 3 Soil and Rock Conditions 3 Groundwater Conditions 4 ANALYSES AND RECOMMENDATIONS 4 Geotechnical Considerations 4 Foundation Systems 4 Straight Drilled Shafts — Axial Design Parameters 4 Straight Drilled Shafts — Lateral Design Parameters 5 Drilled Shaft Construction 6 Retaining Walls/Bridge Abutments 7 Pavement Replacement 9 General Site Grading 9 Pavement Subgrade Preparation 9 Pavement Sections 10 GENERAL COMMENTS 12 APPENDIX Figures Boring Location Diagram 1 Boring Logs 2 - 7 General Notes 8 Unified Soil Classification System 9 Grain Size Distribution Curves 10 - 12 Lime -pH Series Test Results 13 Proctor Test Results 14 CBR Tests Results 15 - 16 GEOTECHNICAL ENGINEERING REPORT TRINITY BOULEVARD BRIDGE AND PAVEMENT DRAINAGE CHANNEL CROSSING FORT WORTH, TEXAS TERRACON PROJECT NO. 95095055 November 4, 2009 INTRODUCTION A new bridge is planned on Trinity Boulevard in Fort Worth, Texas. The purpose of this report is to describe the subsurface conditions encountered in the borings, analyze and evaluate the test data, and provide geotechnical recommendations regarding the design and construction of foundations, street pavements, and earthwork for the project. Our scope of services included drilling and sampling four borings, laboratory testing, and engineering analyses. PROJECT DESCRIPTION A new bridge is planned over an existing drainage channel on Trinity Boulevard, east of Norwood Drive. The bridge will replace six existing culverts. The bridge is anticipated to have a span of about 80 feet and a width of about 81 feet. It will have four lanes. The bridge abutments are anticipated to have low overhead clearance. In addition, about 1,000 feet of replacement pavement is planned. Trinity Boulevard is designated as a Principal Arterial by the City of Fort Worth. The replacement pavement section will consist of asphaltic concrete. It will be 50 feet wide and have a width of about 50 feet to provide four, undivided lanes. SUBSURFACE EXPLORATION AND LABORATORY PROCEDURES Field Exploration Subsurface conditions were explored by drilling four borings at the approximate locations indicated on the Boring Location Plan on Figure 1 in the Appendix. The field exploration was performed on October 2 through 6, 2009. The test locations were established in the field by measuring from available reference features and estimating right angles. The boring locations should be considered accurate only to the degree implied by the methods employed to determine them. The borings were performed using a truck -mounted drill rig. Continuous -flight augers were used to advance the borings. Samples of the soils encountered in the borings were obtained using thin -walled tube and split -barrel sampling procedures. In the thin -walled tube sampling procedure, a thin -walled, seamless steel tube with a sharp cutting edge is pushed hydraulically into the soil to obtain a relatively undisturbed sample. In the split -barrel sampling procedure, a standard 2-inch O.D. split barrel sampling spoon is driven into the ground with a 140-pound 1 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 Terracon hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18-inch penetration is recorded as the standard penetration resistance value. These values are indicated on the boring logs at the depths of occurrence. Wet rotary drilling techniques were used to continuously core the shale bedrock using double tube barrels and appropriate bits. The soil samples and rock cores were extruded in the field, logged, sealed and packaged to reduce disturbance and maintain their in -situ moisture content during transportation to the laboratory for further examination, testing, and classification. Field logs of the borings were prepared by the drill crew. The logs included visual classifications of the materials encountered as well as interpretation of the subsurface conditions between samples. The boring logs included with this report represent the engineer's interpretation of the field logs and include modifications based on laboratory evaluation of the samples. Logs of the borings are presented on Figures 2 through 7 in the Appendix. General notes for key to log terms and symbols are presented on Figure 8. Laboratory Testing The boring logs and samples were reviewed by a geotechnical engineer who selected soil samples for testing. Tests were performed by technicians working under the direction of the engineer. A brief description of the tests performed follows. Liquid and Plastic Limit tests, percent passing no. 200 sieve tests and moisture content measurements were performed to aid in classifying the soils in accordance with the Unified Soil Classification System (USCS). The USCS is summarized on Figure 9. Grain size analysis were performed on selected samples to aid in scour analysis. The grain size distribution curves are presented on Figures 10 through 12. Absorption swell tests were performed on selected samples of the cohesive materials. These tests were used to more quantitatively evaluate volume change potential at in -situ moisture levels. Hand penetrometer tests were performed on samples of the cohesive soils to evaluate the consistency of these materials. Results of the swell tests are presented in Table 1 below. The results of the remaining tests are presented on the Logs of Boring. Lime/pH series tests were performed on samples of the soils to determine the appropriate amount of treatment required to stabilize the subgrade soils. The results of lime/pH series tests are included on Figure 13. Standard Proctor moisture/density relationships were determined on bulk soil samples stabilized with 8% lime. These relationships were used to prepare California Bearing Ratio (CBR) Tests to evaluate the subgrade support of the soils. The results of the tests are presented on Figures 14 through 16. 2 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 leerrecon Soluble sulfate tests were performed on selected soil samples. The results of the soluble sulfate tests are presented in Table 2. TABLE 1 — SUMMARY OF SWELL TESTS Boring Depth Surcharge No. (feet) (psf) B-2 B-3 2-4 8-10 400 1,000 Initial Final Moisture Moisture (%) (%) 16.6 19.9 14.6 14.9 TABLE 2 - SUMMARY OF SOLUBLE SULFATE TESTS Boring Depth Soluble Sulfate No. (feet) (ppm) B-2 4-6 12,2 1 B-3 6-8 12.2 B-4 0-1 13.6 Swell (%) 0 0 SUBSURFACE CONDITIONS Soil and Rock Conditions The subsurface conditions encountered at the individual test locations are indicated on the attached boring logs. Borings B-1 and B-2 were drilled for the proposed bridge. Borings B-3 and B-4 are associated with the proposed new paving. The stratification boundaries on the boring Togs represent the approximate location of changes in soil types; in -situ, the transition between materials may be gradual. A brief discussion of the variable stratigraphy indicated by the exploration program is presented below. Brown, tan, orange, reddish brown and light gray sands, clayey sands, sandy clays and silty clays were present at the surface in the borings. They continued to depths of about 23° and 24% feet in Borings B-1 and B-2, respectively. Borings B-3 and B-4 were terminated in these materials at depths of 10 feet. The clayey sands had Liquid Limits (LL's) of 17 to 30 percent and a Plasticity Indices (PI's) of 4 to 14. They had 22 to 40 percent passing the #200 mesh sieve, and classified as SC and SP by the Unified Soil Classification System (USCS). The sandy clays had 55 and 72 percent passing the #200 mesh sieve, and classified as CL by the USCS. They were generally soft to firm in consistency. 3 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 96095055 November 4, 2009 1erracon In Boring B-2, tan and gray clays and shaley clays were next encountered at a depth of about 22% feet and continued to a depth of about 36 feet. They visually classified as CH. They were hard in consistency. Gray shale was next encountered in Borings B-1 and B-2 at depths of about 23'/2 and 36 feet, respectively, and continued to depths of about 43 feet. Gray limestone with shale seams was then encountered in the borings and continued to the boring termination depths of 54 and 65 feet, respectively. Groundwater Conditions Borings B-1 and B-2 were advanced in the dry to the top of shale bedrock. Seepage was observed in these borings at depths of about 10 and 12 feet, respectively, during drilling. Wet rotary drilling methods were employed to core the shale and limestone bedrock in these borings and continued groundwater observations in Borings B-1 and B-2 were not possible. Borings B- 3 and B-4 were advanced in the dry using auger drilling techniques which permits observation of groundwater during drilling. Groundwater was not observed in Borings B-3 and B-4 at the time of drilling or immediately afterward. These observations represent only current groundwater conditions, and may not be indicative of other times or at other locations. Groundwater conditions can change with varying seasonal conditions, landscape irrigation, and other factors. ANALYSES AND RECOMMENDATIONS Geotechnical Considerations Based on the conditions encountered in the borings, straight drilled shafts extending into the gray shale or gray limestone with shale seams are recommended for supporting the proposed bridge. Gray shale was encountered at depths of 23% and 36 feet in the bridge borings. Gray limestone with shale seams was encountered at depths of 43 feet in the bridge borings. Geotechnical recommendations for the bridge foundation, street pavement, and earthwork are presented in the following report sections. Foundation Systems Straight Drilled Shafts — Axial Design Parameters Straight drilled shafts can be designed for a combination of end bearing and skin friction resistance in the gray shale and limestone. Recommended allowable design values are presented in Table 3. The end bearing value contains a safety factor of three and the skin friction values a factor of safety of two. 4 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 leerracon TABLE 3 — ALLOWABLE DESIGN VALUES FOR STRAIGHT DRILLED SHAFTS Bearing Stratum Net Allowable End Allowable Skin Friction (psf) Bearing Pressure (psf) Compression Tension Gray Shale 30,000 3,000 2,500 Gray limestone with Shale Seams 60,000 9,000 6,000 1 A minimum penetration of 3 feet or one shaft diameter, whichever is deeper, into the gray shale or limestone is recommended to achieve the allowable end bearing value. Skin friction should only be considered for that portion of the shaft embedded in the gray shale or limestone below any temporary casing. In order to develop full skin friction resistance, adjacent shafts should have a minimum center to center spacing of 2.5 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined on a case by case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1.0 diameter. Settlement of properly installed drilled shafts is expected to be relatively minor. Most of this settlement is expected to occur as the column loads are applied. We understand that a scour analysis has been performed by others. Allowance for reduction in capacity for scour has not been included in the skin friction values presented above. Straight Drilled Shafts — Lateral Design Parameters The top 5 feet of soils should be neglected in the lateral load analysis. The recommended lateral load parameters for clayey soils and sand below 5 feet are provided in Table 4. Lateral resistance parameters for tan and gray shale and limestones are provided in Table 5. 5 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 Terracon TABLE 4 — CLAYEY SOILS AND SAND LATERAL RESISTANCE PARAMETERS Soil Type Sand, Clayey Sand, Sandy Clay (Above Groundwater Table) Sand, Clayey Sand, Sandy Clay (Below Groundwater Table) Clay, Shaley Clay (Below Groundwater Table) Stiff clay w/o free water using k Static Undrained Friction Effective Strain Horizontal Material Type Cohesion Angle Soil Unit Factor Modulus for LPILE (psi) (Degrees) Weight E60 of Subgrade (pci) Reaction, k (pci) Sand (Reese) 0 30 0.069 90 Sand (Reese) 0 30 0.032 60 10 0 0.072 0.007 225 TABLE 5 — TAN AND GRAY LIMESTONE LATERAL RESISTANCE PARAMETERS Design Value Gray Shale Gray Limestone Design Parameter Material Type for LPILE Weak Rock Weak Rock Effective Unit Weight, pci 0.075 0.081 Young's Modulus, psi 25,000 53,000 Uniaxial Compressive Strength (psi) 250 530 Rock Quality Index (RQD), % 70 90 Stiffness Constant (Km,) 0.0005 0.0004 Drilled Shaft Construction The drilled shafts should be installed in accordance with the American Concrete Institute's Specification ACI 336. Excavation for the shafts should be maintained in the dry. Concreting should closely follow excavation to reduce potential caving and/or seepage problems. Geotechnical Engineering Report Trinity avulwalul Bridge ailu r4ayc',,ci!L Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 lrerracon Groundwater seepage was observed in the bridge borings, but could be encountered during installation of the drilled shafts, particularly if construction proceeds during a wet period of the year. Seepage rates and caving soils will require the use of temporary casing for installation of the shafts. The casing should be seated in the shale with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that a sufficient head of plastic concrete is maintained within the casing during extraction. The concrete should have a slump of 6 inches plus or minus 1 inch and be placed in a manner to avoid striking the reinforcing steel during placement. Complete installation of individual straight shafts should be accomplished within an 8-hour period after the design penetration into the gray shale or limestone is begun. The drilled shaft design recommendations provided in this report are based on proper construction procedures, including maintaining a dry shaft excavation and proper cleaning of bearing surfaces prior to placing reinforcing steel and concrete. All drilled shaft installations should be inspected by qualified geotechnical personnel to help verify the bearing stratum, the design penetration, and perform related duties. Retaining Walls/Bridge Abutments Walls associated with the structure should be supported by straight drilled shafts in gray shale or limestone as previously discussed in the "Straight Drilled Shafts Design Recommendations" section of this report Lateral earth pressures acting on the walls/bridge abutments will depend on the type of backfill material used and drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures are presented below in Table 6 for rigid and flexible walls for drained conditions. Rigid walls are not anticipated to deflect sufficiently to mobilize active earth pressures. Active earth pressures can be used where the top of the wall will deflect on the order of 0.5 percent of the wall height. 7 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 TABLE 6 - EQUIVALENT FLUID PRESSURES Backfill Material Active At -Rest (Flexible) (Rigid) Select Fill or on -site soils, with Liquid Limit Tess 50 pcf 65 pcf than 35 and Plasticity Index less than 15 On -Site clay soils 95 pcf 110 pcf Granular backfill, less than 3% passing No. 200 sieve and Tess than 30% passing No. 40. Non- 35 pcf 50 pcf plastic Terracon The wall backfill limits should extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular soils, the equivalent fluid pressures for the on -site soils should be used. The lateral earth pressure values do not include surcharge loads due to overburden, traffic, equipment, etc. Surcharge Toads should be considered if they apply at the surface above the wall within areas defined by an angle of 45 degrees from the base of the wall. A lateral pressure coefficient of 0.5 is recommended for uniformly distributed surcharge loads. Wall backfill materials should be placed in loose lifts, Tess than 9 inches thick, and uniformly compacted to a minimum density of 95 percent of ASTM D 698. Moisture content during placement of cohesive backfill should be within 0 to +5 percentage points of the optimum moisture content as measured in test method ASTM D 698. Granular backfill should not be water jetted to achieve compaction and should be placed at a moisture content to allow the desired density to be achieved. Care should be taken that backfill is not over compacted, which could increase the lateral pressures on the walls. The top of the backfill should be protected by flatwork, paving or for granular backfill a minimum of 2 feet of clay fill to prevent surface infiltration. The design recommendations presented above assume hydrostatic pressures will not develop behind the wall. Drainage for free standing walls can be provided by using a collector pipe or weep holes near the base of the wall drains should be properly filtered to minimize the potential for erosion through these drains and/or plugging of drain lines. Settlement of the wall backfill should be anticipated. Piping and conduits through the fill should be designed for potential soil loading due to fill settlement. Flatwork, sidewalks and pavements 8 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 1eerracon over fills may also settle. Backfill compacted to the density recommended above is anticipated to settle on the order of one to two percent of the fill thickness. Pavement Replacement General Site Grading No grading plans were provided for the planned road; however, we assume the finish grades will be within about one foot of existing grades. The on -site soils free of rock greater than 4 inches in maximum dimension are suitable for use in general site grading. Imported material should be a sandy clay to clayey sand with a Liquid Limit (LL) of Tess than 35 percent and a Plasticity Index (PI) preferably between 6 and 15. The fill should be spread in loose lifts, Tess than 9 inches thick, and uniformly compacted to a minimum of 95 percent of ASTM D698 within +2 percentage points of the soil's optimum moisture content. The first lift of select fill should be placed wet of optimum to prevent drying the underlying subgrade. Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. Any soft or pumping areas should be excavated to firm ground and properly backfilled. The subgrade should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of ASTM D698 at a minimum of +2 percent above the optimum moisture content as determined by that test. The fill materials should then be spread in loose, relatively horizontal lifts, less than 9 inches thick, and uniformly compacted to the same criteria. If filling is suspended and the subgrade becomes desiccated or rutted, it should be reworked prior to placement of a subsequent lift. Proof rolling of the subgrade to detect soft or otherwise unsuitable subgrade areas shall be performed on pavement subgrades when the subgrade has been excavated or filled to the approximate grade, and prior to stabilization. Soft or otherwise unsuitable subgrade shall be undercut and backfilled with suitable material. Proof rolling, undercutting, and undercutting backfill shall be in accordance with the Special Technical Specifications in Appendix C of the Fort Worth Pavement Design Standards Manual. Pavement Subgrade Preparation Subgrade materials encountered consisted of sands, clayey sands and sandy clay soils. Lime stabilization is recommended beneath the planned pavements. We are recommending lime stabilization to create a strong subgrade that is not brittle. Brittle subgrades can cause reflective cracking. We recommend that a minimum of 8 percent lime, (TxDOT Item 260), by dry weight, be used to treat the subgrade soils at this site. The lime should be thoroughly mixed and blended with the top 6 inches of the subgrade. Stabilization should extend a minimum of one foot beyond the edge of the pavement. 9 Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 lrerraron The lime stabilized subgrade should be uniformly compacted to a minimum of 95 percent of ASTM D698 at -1 to +3 percent of optimum moisture content determined by that test. Pavement subgrades should be protected from traffic or ponding water. They should be moist cured until the pavement is placed. Site grading is generally accomplished early in the construction phase. However as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Pavement Sections Pavement design for this project is based on procedures outlined by AASHTO for asphalt paved roads, and the city of Fort Worth Pavement Design Standards Manual. The design parameters used in the analysis are presented in Table 7. The following pavement sections should be placed over a permeable base with a minimum thickness of 3 inches and tied into an edge drain system per the City of Fort Worth Pavement Design Standards Manuel, 2005. 10 i Geotechnical Engineering Report Trinity Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 TABLE 7 — PAVEMENT DESIGN PARAMETERS Design Parameter Annual ESAL's Growth Factor Design Life, Years Design CBR Initial Serviceability, Po Terminal Serviceability, Pt Reliability, R Overall Standard Deviation, So Resilient Modulus (Mr) Drainage Coefficient for Flexible Base Value 300,000 2.5% 30 12 4.2 2.0 85% 0.45 12,500 psi 0.4 lrerracon Recommendations for a full depth asphalt pavement section are presented in Table 8. Recommendations for asphalt with a flexible base section is presented in Table 9. TABLE 8 —Full DEPTH ASPHALT PAVEMENT SECTION Pavement Section Thickness (inches) Asphaltic Concrete Pavement, TxDOT Type D Asphaltic Concrete Pavement, TxDOT Type B Lime Treated Subgrade Total Pavement Thickness 11 3 7 6 16 Geotechnical Engineering Report Trinity Boulevard Bridge arid Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 TABLE 9 —ASPHALTIC CONCRETE OVER FLEXIBLE BASE SECTION Pavement Section Asphaltic Concrete Pavement, TxDOT Type D Asphaltic Concrete Pavement, TxDOT Type B Flexible Base, TxDOT Item 247, Type A, Grade 1 or 2 LimeTreated Subgrade Total Pavement Thickness Thickness (inches) Collector Streets 3 4 6 6 19 lrerra on The pavements presented in Tables 8 and 9 represent a minimum design thickness. Periodic maintenance must be anticipated and planned. Higher traffic volumes may require thicker pavement sections. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation, and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. 12 Geotechnical Engineering Report T _'"` y Boulevard Bridge and Pavement Fort Worth, Texas Terracon Project No. 95095055 November 4, 2009 Terracon This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. 13 Dote: 11/03/09 0:\HBC\fort worth \2009\95095055.dwg Layout: SITE Current Layer: 0 BELL HELICOPTER 0 100 200 FEET IneWfmiviimmi APPROXIMATE SCALE THIS DRAWING SHOULD NOT BE USED SEPARATELY FROM ORIGINAL REPORT. NOTE: BORING LOCATIONS ARE APPROXIMATE. NOMlingr. Drown By: Cheated By. Approved By. BELL HELICOPTER TRINITY BOULEVARD A B-3 CP JJD CP. CP Poled No. 95095055 Scala AS SHOWN Dale: 10/12/09 L lierracon Consulting Engineers and Scientists (Registration No.: F3272) 2501 EAST LOOP 820 N. FORTWORTH, TX 78118 PH. (817) 2688600 FAX (817) 2604602 PROPOSED BRIDGE S B-2 BORING LOCATION PLAN TRINITY BOULEVARD BRIDGE AND PAVEMENT TRINITY BOULEVARD FORT WORTH B-4 N FIG. No. rn 0. LOG OF BORING NO. B- 1 CLIENT: Jacobs Engineering Group, Inc. hallo*, T6AC1D BORING See Figure 1 LOCATION: PROJECT: Trinity Boulevard Bridge & Pavement SITE: Trinity Boulevard Fort Worth, Texas SAMPLES J J3 DESCRIPTION °3 V LL >- m o Approx. Surface Elevation: ft o S �•, 1.5 CLAYEY SAND, ' - SC ST Tan / CLAYEY SAND, ,• Jy Reddish brown and tan • • 12.0 SANDY LEAN CLAY, Tan and orange 17.5 SAND AND GRAVEL. Tan 23.5 SHALE, Gray - 3' limestone layer at 37' 51. Continued Next Page ISTRA''1FICATION LINES REPRESENT APPROXIMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES, IN SITU, THE TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL, WATER LEVEL OBSERVATIONS, FEET s 10 cn to m 0 WD 5- SC ST SC SS 3/12.0 - CF = SC SS 4/12.0 10 CF 15— CL SS 19/12.0 CF 20- SP SS 24/12.0 25— CF SS 32/12.0 CF TC 100/2.25 30- 16 119 93 DRY DENSITY, PCF 1.0 - SC ST 0.5 10 17 5 0.25 12 34 LIQUID LIMIT, % TESTS PLASTICITY INDEX 11 37 35- 40- RC 100 TC 100/2.5 RC TC 100/1.0 RC lrerracon 94 96 11 131 DATE DRILLED 10/6/2009 PROJECT NUMBER 95095055 FAILURE STRAIN, 30.5 3.5 126.2 2.5 Page 1 of 2 FIGURE 2 4 LOG OF BORING NO. B- 1 CLIENT: Jacobs Engineering Group, Inc. Dallas, Texas BORING See Figure 1 LOCATION: o DESCRIPTION U Approx. Surface Elevation: ft SHALE, — 43.0 Gray LIMESTpNE, Gray, with shale seams PROJECT: Trinity Boulevard Bridge & Pavement SITE: Trinity Boulevard Fort Worth, Texas SAMPLES v ¢co a I- xi- o 0v wjr w' O m~' �j 0 ill I- F-0 JZ 0o —Z >. a� <W we 00 CO CO Ua cc— 20 o 14 124 DEPTH, FEET USCS SYMBOL RC TC 100/0.5 100 45H 10 134 RC 98 100 TC 100/0.5 100 8 138 RC 100 100 54.0 TC 100/0.5 6 148 B.H. at 54.0' �TRA�'IFICATION LINES REPRESENT APPROXIMATE REMARKS: BOUN )ARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY BE IR MORE GRADUAL. WATER LEVEL OBSERVATIONS, FEET 111 s 10 WD o lierracon DATE DRILLED 10/6/2009 PROJECT NUMBER 95095055 LIQUID LIMIT, % TESTS PLASTICITY INDEX >CO o tn= o cNI WZ (7 Noco 36.3 4.0 FAILURE STRAIN, 88.3 2.6 161.8 3.0 191.5 2.6 Page 2 of 2 FIGURE 3 i LOG OF BORING NO. B- 2 CLIENT: Jacobs Engineering Group, Inc. Dallas, Texas BORING See Figure 1 LOCATION: 0 J d c� Approx. Surface Elevation: ft .. • DESCRIPTION SAND, 2.0 Tan CLAYEY SAND. Reddish brown and tan 22.5 FAT CLAY. Tan and gray 31.0 SHALEY FAT CLAY, Gray 3Fi10 SHALE. Gray PROJECT: Trinity Boulevard Bridge & Pavement SITE: DEPTH, FEET Trinity Boulevard Fort Worth, Texas i SAMPLES FEL 0 z u.,_ Qco ° o pLL � um Oo Jc7 aUNg �xZW2WF-p)ol- oo�7,.W ; oWigw.,.,zWWWOa° cnm mt00� 0¢aw�W� oOoZ tin a. La - SP ST 1 SC ST 1.5 17 107 17 4 51 SC ST 1.25 15 47 - SC ST 1.0 USCS SYMBOL RY I TESTS AS FAILURE STRAIN, % SC ST 1.0 14 40 10 SL _ CF Continued Next Page STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN m SITU, THE TRANSITION BETWEEN STRATA MAY BE m MORE GRADUAL. WATER LEVEL OBSERVATIONS, FEET a 12 WD 32. m m 15- SC SS 2/12.0 CF 20- SC SS 3/12.0 CF 25 _- CH ST 4.5+ CF 30_1 CH SS 45/12.0 CF 35 - CH ST 4.5+ 40 CF TC 100/1.75 lierracon DATE DRILLED 10/2/2009 PROJECT NUMBER 95095055 Page 1 of 2 FIGURE 4 4 LOG OF BORING NO. B- 2 CLIENT: Jacobs Engineering Group, Inc. Dallas, Texas BORING See Figure 1 LOCATION: rn J L 0 Approx. Surface Elevation: ft SHALE. Gray DESCRIPTION 43.0 _ 4" limestone layer at 42.5' I 65.0 PROJECT: Trinity Boulevard Bridge & Pavement SITE: Trinity Boulevard Fort Worth, Texas SAMPLES H o 0 z DEPTH, FEET LIMEST9NE. _ Gray, with shale seams 45 _ B.H. at 65.0' 'STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY 8E 2 MORE GRADUAL. • WATER LEVEL OBSERVATIONS, FEET a N 's12 WD to m O � 50 55 60 65 USCS SYMBOL ~ o pxx0 W>- W' F Z <O �° DW O (O m ,_ r Q. ¢ww_2O cnm 0o �- �OO CF 14 120 RC TC 100/1.0 RC TC 100/0.5 RC TC 100/0.5 DRY DENSITY, PCF 98 100 10 135 84 76 6 145 98 80 8 137 LIQUID LIMIT, % TESTS PLASTICITY INDEX 0 0 co Li; (77 W > to W aw oF- 28.4 1.4 FAILURE STRAIN, 100.3 3.3 255.2 2.8 104.4 3.0 RC TC 100/0.5 RC TC 100/0.5 88 22 7 138 100 70 56.9 2.9 7 138 166.0 2.5 lierracon DATE DRILLED 10/2/2009 PROJECT NUMBER 95095055 Page 2 of 2 FIGURE 5 r 5055.GPJ 11/3/09 4 LOG OF BORING NO. B- 3 CLIENT: Jacobs Engineering Group, Inc. Dallas, Texas PROJECT: Trinity Boulevard Bridge & Pavement BORING See Figure 1 srrE: Trinity Boulevard LOCATION: Fort Worth, Texas 0 -J N 0 Approx. Surface Elevation: ft • • • • ••. • • DESCRIPTION SAND. Tan, with clayey sand 4.0 CLAYEY SAND. Tan and Tight gray 10.0 B.H. at 10.0' STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL. WATER LEVEL OBSERVATIONS, FEET 1 1 No seepage observed. L W m xxOU W0)- W' U. F- 2 F¢- O w w F- t) O[A mce>�Fw w (1) Q. a2 ¢w W0O o � tnm Un ��U �U - SP ST SAMPLES a F- S F- p DRY DENSITY, PCF LIQUID LIMIT, % TESTS PLASTICITY INDEX 11 22 - SP ST 4.5+ 5- SC ST 0.25 16 22 9 32 - SC ST 0,5 - SC ST 0.5 15 116 30 14 39 10 lierracon DATE DRILLED 10/5/2009 PROJECT NUMBER 95095055 Page 1 of 1 FIGURE 6 FAILURE STRAIN, % LOG OF BORING NO. B- 4 CLIENT: Jacobs Engineering Group, Inc. Dallas, Texas BORING See Figure 1 LOCATION: 0 0 t N 0 DESCRIPTION Approx. Surface Elevation: ft SILTY LEAN CLAY. Tan SANDY CLAY, Brown and tan 10.0 B.H. at 10.0' STRAhFICATION LINES REPRESENT APPROXIMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN SITU, THE TRANSITION BETWEEN STRATA MAY BE -�, MORE GRADUAL. WATER LEVEL OBSERVATIONS, FEET a m S Q o No seepage observed. PROJECT: Trinity Boulevard Bridge & Pavement SITE: Trinity Boulevard Fort Worth, Texas SAMPLES a. FWa guJmi rU rZU =QWO� > O Dh1F- I-e O>� g�'=• 'e a aW min O{. F.W o F-O .�Z two OZ 1- va)m 0o.. i� 26c0 L. CL ST 2.75 - CL ST 5— CL ST 1.5 19 72 CL ST DRY DENSITY, PCF LIQUID LIMIT, % TESTS PLASTICITY INDEX CL ST 1.5 18 55 10 lierracon DATE DRILLED 10/5/2009 PROJECT NUMBER 95095055 Page 1 of 1 FIGURE 7 FAILURE STRAIN, GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon -1 3/8" I.D., 2" O.D., unless otherwise noted ST: Thin -Walled Tube - 2" O.D., unless otherwise noted TC: TxDOT Cone Penetrometer Test CF: Continuous Flight Auger BS: Bulk Sample or Auger Sample HS: PA: HA: RC: WB: Hollow Stem Auger Power Auger Hand Auger Rock Core Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". For TxDOT cone penetrometer (TC) the penetration value is reported as the number of blows required to advance the sampler 12 inches or penetration in inches after 100 blows using a 170-pound hammer falling 24 inches, reported as "blows per foot" or inches per 100 blows, and is not considered equivalent to the "Standard Penetration" or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WCI: Wet Cave in DCI: Dry Cave in AB: After Boring WS: While Sampling N/E: Not Encountered WD: While Drilling BCR: Before Casing Removal ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS Unconfined Compressive Strength. Qu. psf < 500 500 — 1,000 1,000 — 2,000 2,000 — 4,000 4,000 — 8,000 8,000+ Standard Penetration or N-value (SS) Blows/Ft. 0-1 2-4 4-8 8 -15 15-30 > 30 Consistency, Very Soft Soft Medium Stiff Stiff Very Stiff Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weiaht Trace With Modifier <15 15-29 > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other constituents Trace With Modifiers Percent of Dry Weiaht <5 5-12 > 12 RELATIVE DENSITY OF COARSE -GRAINED SOILS Standard Penetration or N-value (SS) Blows/Ft. 0-3 4-9 10-29 30 — 49 > 50 TxDOT Cone Penetrometer (TC) Blows/Ft. 0-8 8-20 20-80 80-5"/100 5"/100 to 0"/100 Relative Density Very Loose Loose Medium Dense Dense Very Dense GRAIN SIZE TERMINOLOGY Maior Component of Sample Boulders Cobbles Gravel Sand Silt or Clay Particle Size Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75 mm) 3 in. to #4 sieve (75mm to 4.75 mm) #4 to #200 sieve (4.75mm to 0.075mm) Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Non -plastic Low Medium High Plasticity Index 0 1-10 11-30 > 30 lTerracon FIGURE 8 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Coarse -Grained Soils More than 50% retained on the No. 200 sieve Gravels More than 50% of coarse fraction retained on No. 4 sieve Sands 50% or more of coarse fraction passes No. 4 sieve Fine -Grained Soils Silts and Clays 50% or more passes the Liquid limit less than 50 No. 200 sieve Silts and Clays Liquid limit 50 or more Clean Gravels Less than 5% fines° Gravels with Fines More than 12% fines° Clean Sands Less than 5% fines° Sands with Fines More than 12% fines° inorganic organic inorganic organic Highly organic soils Primarily organic matter, dark in "Based on the material passing the 3-in. (75-mm) sieve elf field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. °Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay s ECU = Deo/Dio Cc = (D3e) Dio x Deo FIf soil contains z 15% sand, add "with sand" to group name. °If fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. PLASTICITY INDEX (PI) 60 --- _..l_ � _.___t_^-1 For classification of fine-grained soils and fine-grained fraction 5o —of coarse -grained soils Equation of "A" - line Horizontal at PI=4 to LL=25.5. 40 — then PI=0.73 (LL-20) Equation of "U" - line Vertical at LL=16 to PI=7, 30 — then PI=0.9 (LL-8) 20 0 I ' 0 10 16 20 30 Cua4and 1sCcs3E Cu < 4 and/or 1 > Cc > 3E Fines classify as ML or MH Fines classify as CL or CH Cu 6 and 1 sCcs3E Cu < 6 and/or 1 > Cc > 3E Fines classify as ML or MH Fines Classify as CL or CH PI > 7 and plots on or above "A" line' PI <4 or plots below "A' line' Liquid limit - oven dried Liquid limit - not dried PI plots on or above "A" line PI lots below "A" line Liquid limit - oven dried Liquid limit - not dried color, and organic odor < 0.75 < 0.75 Group Symbol GW GP GM GC SW SP SM SC CL ML OL CH MH OH PT Soil Classification Group Name' Well -graded gravelF Poorly graded gravel" Silty gravelF•°•" Clayey graver" Well -graded sand' Poorly graded sand' Silty sanely Clayey sand°•"•' Lean clay" SiItKLM Organic dal/Ku'," Organic slit Fat clay'-' Elastic Silt"" Organic clay""," Organic siltKLM.o Peat "If fines are organic, add "with organic fines" to group name. If soil contains >_ 15% gravel, add 'With gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains z 30% plus No. 200, predominantly gravel, add "gravelly" to group name. NPI z 4 and plots on or above "A" line. ° PI < 4 or plots below "A" line. PPI plots on or above "A" line. ° PI plots below "A" line. 50 60 70 LIQUID LIMIT (LL) 80 90 100 110 lferracon FIGURE 9 SIEVE DIAMETER PASS SIZE mm 3" 76.10 100.0 2" 50.80 100.0 1.5" 38.10 100.0 1" 25.70 100.0 3/4" 19.00 100.0 1/2" 12.70 100.0 3/8" 9.51 100.0 #4 4.76 98.7 #10 2.00 97.4 #20 0.85 96.3 #40 0.43 94.2 #80 0.18 67.6 #100 0.15 57.8 #200 0.07 34.4 0.0349 12.1 0.0221 11.2 0.0128 11.2 0.0090 11.2 0.0064 10.2 0.0045 9.3 0.0032 9.3 0.0023 8.3 0.0013 7.3 SPECIFIC GRAVITY 2.69 ESTIMATED 11 S STANDARD SIFVF OPFNINGS IN INCHES & STANDARD SIFVF NIIMRFRS 3 2 1.5 1 3/4 1/2 31R 4 10 40 80 200 90 80 70 60 0 C9 50 co 0 a 40 30 20 10 0 100.000 10.000 1.000 0.100 0.010 0.001 PARTICLE DIAMETER, mm GRAIN SIZE DISTRIBUTION CURVE SAMPLE DEPTH, SPECIMEN UNIFIED NAT RESULTS ID feet DESCRIPTION SYMBOL MC% D60 D30 B-1 lrerracon JOB NO. 95095055 4-6 Reddish Brown and Tan Clayey Sand SC 11.6 0.1599 0.0640 GRAIN SIZE DISTRIBUTION CURVE B-1 Trinty Blvd. Bridge and Pavement Fort Worth, Texas FIGURE 10 SIEVE DIAMETER, PASS. 3 2 1.5 1 3/4 1/2 3!R 4 10 40 SIZE mm °/0 100 -lam 3" 76.10 100.0 2" 50.80 100.0 90 \ 1.5 38.10 100.0 9.00 100.0 \ 3/4" 19.00 100.0 80 1/2" 12.70 100.0 3/8" 9.51 100.0 #4 4.76 98,6 70 #10 2.00 97.6 #20 0.85 96.8 #40 0.43 95.4 60 #80 0.18 70.9 ( #100 0.61.1 #200 0.0737.0 Z 50 0.0349 12.2 Q 0.0221 12.2 n- 0.0128 11.2 40 0.0091 10.2 0.0064 8.3 0.0046 8.3 30 0.0032 7.3 0.0023 5.4 20 0.0013 4.4 SPECIFIC GRAVITY 2.69 ESTIMATED 10 0 1.1 S STANDARD SIFVF OPFNINGS IN INCNFS & STANDARD SIFVF NIIMRFRS 80 200 100.000 10.000 1.000 0.100 0.010 0.001 PARTICLE DIAMETER, mm GRAIN SIZE DISTRIBUTION CURVE SAMPLE DEPTH, SPECIMEN UNIFIED NAT RESULTS ID feet DESCRIPTION SYMBOL MC% DSO D30 lrerracon JOB NO. 95095055 B-1 8-10 Reddish Brown and Tan Clayey Sand SC 11.4 0.1453 0.0600 GRAIN SIZE DISTRIBUTION CURVE B-1 Trinty Blvd. Bridge and Pavement Fort Worth, Texas FIGURE 11 SIEVE DIAMETER, PASS SIZE mm 3" 76.10 100.0 2" 50.80 100.0 1.5" 38.10 100.0 1" 25.70 100.0 3/4" 19.00 100.0 1/2" 12.70 100.0 3/8" 9.51 100.0 #4 4.76 98.6 #10 2.00 96.0 #20 0.85 94.4 #40 0.43 92.1 #80 0.18 68.5 #100 0.15 60.6 0 #200 0.07 41.3 0.0347 13.9 co 0.0220 12.9 a 0.0127 12.9 0.0090 12.9 0.0064 12.0 0.0045 11.0 0.0032 10.1 0.0023 10.1 0.0013 7.2 SPECIFIC GRAVITY 2.69 ESTIMATED 11 S STANr1ARrl SIFVF OPFNINGS IN INCHFS R STANr7ARO SIFVF NI IMRFRS 3 2 1.5 1 3/4 1/2 S/R 4 10 100 --1< • 1 • 1 • ? 90 80 70 60 50 - 40 - 30 - 20 - 10- 0 40 80 200 100.000 10.000 1.000 0.100 PARTICLE DIAMETER, mm GRAIN SIZE DISTRIBUTION CURVE SAMPLE DEPTH, SPECIMEN ID feet B-2 8-10 lrerracon JOB NO. 95095055 0.010 UNIFIED NAT RESULTS DESCRIPTION SYMBOL MC% D60 D30 Reddish Brown and Tan Clayey Sand GRAIN SIZE DISTRIBUTION CURVE B-2 Trinty Blvd. Bridge and Pavement Fort Worth, Texas SC 13.8 0.1470 0.0540 0.001 FIGURE 12 12.60 12.55 12.50 12.45 T2, 12.40 12.35 12.30 12.25 12.20 lierracon 0 1 2 3 J Bulk Lime -pH Test Results 5 6 7 8 9 10 11 12 % Lime Bulk A Series3 LIME -pH TEST RESULTS TRINITY BLVD. BRIDGE AND PAVEMENT FORT WORTH, TEXAS Terracon Project No. 95095055 FIGURE 13 Dry Unit Weight, pcf 126 _ 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 \\\ \\ I II 1 I \ \ \ I 1 ( I \ \ \ 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Water Content, 0 DATA POINTS i- MAX. DRY UNIT WEIGHT — — — ZERO AIR VOIDS Boring: Bulk Sample Depth: 0 to 1 feet Sample Description Reddish tan clayey sand (with 8% lime added) Liquid Limit (%): 23 Optimium Moisture Content: 10.4 % Plasticity Index (%) 5 Maximum Dry Density 123.2 pcf Test Method: ASTM D-698, Method A (Mechanical) Zero air voids for specific gravity 2.65 lrerracon STANDARD PROCTOR TEST RESULTS Trinity Blvd. Bridge and Pavement Fort Worth, Texas Terracon Job No. 95095055 FIGURE 14 500 1 400 300 200 i/ 100 i / 0 . i y i 0 0.05 0.1 0.15 02 H_,° Test Method ASTM D 1883-99 � f i 0.25 0 3 0.35 0.4 0.45 0.5 Penetration, inches Boring No. Sample Description: Liquid Limit: Plasticity Index: Percent Passing No. 200 Sieve: Molding Moisture Content: Swell: Soaked CBR at 0.1 inch Penetration: Bulk @ Optimum Reddish tan clayey sand (with 8% lime 23 Molded Dry Density: 5 Maximum Dry Density: 29 Optimum Moisture Content: 9.7% Moisture Content after test: 0.0% 18.0 with 10 pound surcharge CALIFORNIA BEARING RATIO TEST RESULTS @ OPT TRINITY BLVD. BRIDGE AND PAVEMENT ire rracon FORT WORTH, TEXAS Terracon Job No. 94095055 added) 115.1 pcf 123.2 pcf 10.4% 13.6% FIGURE 15 800 700 600 500 vi 400 300 200 100 0 c " 0 Test Method ASTM D 1883-99 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 Penetration, inches Boring No. Bulk @ Optimum +1 Sample Description: Reddish tan clayey sand (with 9% lime added) Liquid Limit: 23 Molded Dry Density: 119.0 pcf Plasticity Index: 5 Maximum Dry Density: 123.2 pcf Percent Passing No. 200 Sieve: 29 Optimum Moisture Content: 10.4% Molding Moisture Content: 11.6% Moisture Content after test: 11.8% Swell: 0.0% Soaked CBR at 0.1 inch Penetration: 28.2 with 10 pound surcharge CALIFORNIA BEARING RATIO TEST RESULTS @ OPT+1 TRINITY BLVD. BRIDGE AND PAVEMENT 1rerracon FORT WORTH, TEXAS Terracon Job No. 95095055.0 FIGURE 16 SIEVE DIAMETER PASS SIZE mm 3" 76.10 100,0 2" 50,80 100.0 1.5" 38.10 100.0 1" 25.70 93.9 3/4" 19.00 92.0 1/2" 12.70 90.2 3/8" 9.51 89.4 #4 4.76 87.1 #10 2.00 83.3 #20 0.85 78.6 #40 0.43 57.2 #80 0.18 15.1 #100 0.15 0.7 #200 0.07 0.4 0.0351 0,3 0.0222 0.3 0.0128 0.3 0.0091 0.2 0.0064 0.2 0.0046 0.2 0.0032 0.2 0.0023 0.2 0.0013 0.2 ESTIMATED 0.7 SPECIFIC GRAVITY 2.69 ESTIMATED PASSING, % U.S. STANDARD SIEVE OPENINGS IN INCHES & STANDARD SIEVE NUMBERS 3 2 1.5 1 3/4 1/2 RA 4 10 40 80 200 100 - ,...t 90 80 70 60 50 40 30 20 10 0 100 000 10.000 1.000 0.100 0.010 0.001 PARTICLE DIAMETER, mm GRAIN SIZE DISTRIBUTION CURVE SAMPLE DEPTH, SPECIMEN UNIFIED NAT RESULTS ID feet DESCRIPTION SYMBOL MG% D60 D30 lierracoo JOB NO. 95095055 NORTH Brown Sand with Gravel SP 0,4600 02600 GRAIN SIZE DISTRIBUTION CURVE NORTH Trinty Blvd. Bridge and Pavement FT. WORTH, TEXAS FIGURE 17 SIEVE DIAMETER, PASS. SIZE mm % 3" 76.10 100.0 2" 50.80 100.0 1.5" 38.10 100.0 1" 25,70 97.1 3/4" 19.00 97.1 1 /2" 12.70 96.2 3/8" 9.51 95.3 #4 4.76 93.9 #10 2.00 91.6 #20 0.85 89.7 #40 0.43 87.4 #80 0.18 76.8 #100 0.15 38.3 C4 #200 0.07 32.2 0.0360 12.4 0.0227 12.4 0.0131 12.4 0.0093 12.4 0.0066 12.4 0.0047 12.4 0.0033 12.4 0.0023 12.4 0.0014 12.4 SPECIFIC GRAVITY 2.69 ESTIMATED 100 Tr 90• 80 70 60 50 40 30 20 10 U.S. STANDARD SIEVE OPENINGS IN INCHES & STANDARD SIEVE NUMBERS 3 2 1.5 1 3/4 1/2 a/8 ff 4 10 40 80 200 0 100 000 10.000 1.000 0.100 PARTICLE DIAMETER, mm GRAIN SIZE DISTRIBUTION CURVE • • • • • • 0.010 0,001 SAMPLE DEPTH, SPECIMEN UNIFIED NAT RESULTS ID feet DESCRIPTION SYMBOL MC% D60 D30 lierrac©n 30B NO. 95095055 SOUTH Reddish Brown Clayey Sand with Gravel SC 0.1700 0.0740 GRAIN SIZE DISTRIBUTION CURVE SOUTH Trinty Blvd. Bridge and Pavement FT. WORTH, TEXAS FIGURE 18 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. DrainageImprovemen(s City Project No. 00100 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 FORT WORTH PRIME COMPANY NAME: PROJECT N E: 07-29-13 P.;2:14 IN City of Fort Worth MBE Subcontractors/Suppliers Utilization Form M720 TV / raiNG4L --INC 1 03OC ✓irn ri City's MBE Project Goal:/ Prime's MBE' Project Corbinitment: .�'_ yo ATTACHMENT IA Page 1 of 4 Check applicable block to describe prime MIN/DBE L ---NON-M/M/DBE BID DATE 7-3 PROJ CT NUMBER or/Cr Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant. Dallas, Denton. Johnson. Parker, and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. N No A s Rev. 5/30/12 FaH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the 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 NCTRCA Certificate SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax ( )7oLoK /{rd rol, p0, 401/23L7 rod D,Ylli,TA/ 764/ 8/7-7sy /?J9 8/7-75 '- /7/(, g� 640(Ire AIcN>:l JAI- 7/ Serdiet-5, tali xs� 1 01 V07 £ , BaYra+u llt�, T/ ys�o - ;6y L, t//c, V , V • / *o ck.i1- 38/7 chi G4--S603 rtrr J-Orr /J041/ TX 8/7-// 1//l.� i , + oz_ ya.Lco o n/ :CHG ;-801 N wy // 1/' ro�r coo,-tC, TX 76/77 / 8/7-q3o- Sys. Ao leis 46/1,4li a-Gewsr, 4. P,0, F / 370 7703`1 I ❑❑ 8/7- 3/3/ 817 -aG7 -702.2— �ou tsoK (../9k/r�+criNgJ.� 77).. r In 1126 Rice, /a-5 75 / E 03 -3a-� - 790'3— ro3- 326, - T e M W r B B E E S B E B E 1 Detail Subcontracting Work �AAQi h 1.0 'As; 1�rTC,.4UT; sT6cf3 �erx�c• s LCr,7 15/ a It rcrxofkri ❑ 7, AT 1cJr liaw/y f/ raI 4ra.ot i.1..so KA.f-cL Detail Supplies Purchased Dollar Amount &di is4,xC. -Tr, 3.5©,_ ..57 ' E� AOr rck% l%%U f/ / ? %00 ill) 37 Rev. 5/30/12 FORT rWo ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. N 0 n M B E SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax NCTRCA T e M W r B B E E 45, 2 AO, A01 79 /g / F�,t 1ov , (4 7 /7 . n n 577- #3 azee 8/7- /os 4<, S cd ► i uG 1080 5 4,yle4,0 Pud , 760..7 888- 76/- 1077 -I2? /SLTv,/!" I rcANo/V7 L P f-O 1 JMJvS f fa 1 r A TI 7643 8/7- 477-/i29 8,7_y-7 //O6 -4/ .5 Z N(jh o,), 4cLtsnn� ,SuG 7.20 !Jest lJ, 4revikerK �1, f/.•rch,N.s, TX 75/W / y?2-2.5--/6 0 772- a=S aw Ad 111,..047�. raI/Sers,r)( �3 � yn_7g2-�ya� 471' 78,3- 70r1-�ayC Cwrsco, oaf<�✓wc�rlk--5 2OSO So 4 Pit im.t ta 7(O4/-0 8/9-G7--/o0 517- u7--3?/;- Attach Certificate s B E n � El El in❑ Detail Subcontracting Work &Li 3a/ ✓06i tYN Co r✓v l d- 1/yeiuc+ trivicti 1 Detail Supplies Purchased IyJ5z:i (ti / Dollar Amount If3,7C 9O a/707 Rr/n,�crei"J Sr f /03, 08y' Wier- d-5c i Pie ss 3/3- Rev. 5/30/12 M • r r M M FORT WORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's MM/BE 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 ° SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name I Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E I/1NtS©k PiiestAvr. P;,'y /0b3 Nn, /J1ac Av//iuv/ 4/vl (� vcLld Yia i viz 1 // 75050 972- 36oQ 7,2 ,266-7S y 211 LH015 14-11 � listee/ f ( 3700 M e" Sr, Fovf w e4 7)r 7 6 /07 g/7- 731 ,50Ve 9/7- 1 T E El ❑n U❑ n A Dollar Amount /61/Aar- Wvnifrd /./' 'fO, 80 / if‘f,p x5 //AS" oo Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 67// 9 $ 636, S-2 /i-373.// The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a m terial breach of the contract and may result in a determination of an irresponsible Offeror and debarmeom participating in City work for a period of time not less than one (1) year. Authorized S'nature Title u/A) /l/% hi-o, / Printed Signature /1 L S 7;0/ Z.014 aT % ,� Contact Name/Title (if different) /1 ,_4 (�/714 (-narv/w(7.eU L /4" 972- --6?77 Company Name J Telephone and/or Fax —3 0 / q k o v Orr AIUG{% I, /I e Tr/ / 1 b O _ l D P/% Address / E-mail Address ✓ Vecell Pra,yi 7i c/1W ,2-`1— City/State/Zip Date Rev. 5/30/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9700 Trinity Blvd. Drainage Improvements City Project No. 00100 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/812008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: "G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for Citv Manaaer's Office by: Fernando Costa (8476) Oriainatina Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Bulldozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator Electrician Flagger Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipelayer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self-Pro,elled Roller Operator, Steel Wheel, Flat W -peel/Tamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy -Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Semi -Trailer Truck Driver, Transit -Mix Wagon Drill, Boring Machine, Post Hole Driller Operator Welder Work Zone Barricade Servicer $10.06 $13.99 $12,78 $11.01 $ 8,80 $14.15 $ 9.88 $13.22 $12.80 $12.85 J $13.27 $12.00 $13.63 $12,50 $13.56 $14,50 I $10.61 $14.12 $18.12 $ 8.43 $11,63 $11,83 $13.67 $16.30 $12.62 $ 9.18 $10.65 $16.97 $11.83 $11,58 $15.20 $14.50 $ I4.98 $13.17 $10.04 $11.04 $14.86 $16.29 $11.07 $10.92 $11,28 $11.42 $12.32 $12.33 $10.92 $12,60 $12,91 $12.03 $14.93 $11.47 $10.91 $11.75 $12.08 $14.00 $13.57 $10.09